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HomeMy WebLinkAbout2013040227-TrussesL .s. >'· -" REVIEWED -4-.Aff U ~ ~ REVIEW£ D. CORRECTIONS NOTED 0 REVISE AND RESUBMIT 0 NOT APffiOVED 0 i ~-g.!.~ I :z:.u.rry ~~ i ~~....___I-:: ; , t:L: {954} s~-3384 ;;-ft,Jf_; !954-} ~f;i-89e!J ~5PPRKC:~A.i R!_VC !F~.~.NO ~ .. :l'-'._ 33064 Checking is only for conformance with the design concept of the Pro 1ect and compliance with the information gtVen m the Contract Documents. Contractor is responsible for d1mens1ons to be con- firmed and correlated at the job site. for information that pertams solely to the fabrication processes or to techniques of construction, _ p~· ·an of the work of au traoes Cil"Y OF ECTUAE BUO DING Difi ... _A:xf'ritfl::tN l 6 5 ·lo · ~ ~rtOJES:T NAME A"''D ?.D'~;=ss: t I f PARKLAND GOLF &: C.C. PARKLAND I L--,-...~~_,.,-..r..o 1 RJ 'lcl ,.....,~. r~,z~~~ ~=~~ ~~:....v.-.:;:~ i TOLl BROTHt.RS. INC. i ~"""')F; . .-~-~~­ 'L 1-,A~=--~ F::l ~ .. I~~" l : h cernfv ita ~.iS Sa~~ g!Q for me trusses ~ on lhe ~.ad seaied. inclex sheet have b::~ 6:;sjgi.Bd sr.d I = ., , ---~ ~..: . .. ~ =--:. 'C • •. --.. ~-~ ~~z\:&a.~W!ln me t-roi~ ~.g ~-2010-~t.-usses have~~~ :c· !-"" . ._."'~ pese;;:::ucee D wind ar.d fut.w<::5 as reqt..!ired ey lr-= ~~ ~= TRUSS LOADING CONDIT"IONS :ROOF TRUSSES FLOOR ~JSSEs .TCPCHORDUVE i..DAO l 30~0psf 1 TOP CHORDUVELOAD 40 ' 'TOP c:HORDDEAD LOAD l 15.0psf l-yop C:-iORD DE1ID !..DAD eo ,_ ~~~TTO!Ii! CHORD L"VE ~--~C:~Li"'Y"E>~ '4 ! . 10.0psf -5 'SCTIOMCHORD DFAD La.e.D i ~ >t • 0!6 CHORD DEAD i.OAD TOT.AL LOAD: ! 55.0psf TOT;~ LOAi:i: I 61J l I DtJR>\..T!GN F.ACTOR l 1.25 ~JRE\.~ FACTOR: j /.0 D ~<H.r~~~-A~7-1D /70 ~..; IE:J:;pciS!:iiri=e. r~y: C: -E '1&-.of~ L£" ~~ ;::;.....~-;"'··~.f.-.-~-~~~ I ;;.~~ :. :~ _.s ~---:=.~ ~ ~::,., ~ L~~~ is~ ~~ ~~e~ subi~~~ in ~~-:=ee ~ ru:~ &~m== 01G15-3i.DCG ! is:; pages ~...i~-ed ~~~=~~~~"9~~-=~:{.;~~~:ss~~~~he.-ehy ::A_ 'td<T,~ .. K~V~!!.BOGLiJ~ P.E, t-L .. Pt.EG_ ff~1310 &_..~1} V=!= RODGcKS CiRCLE #&J!JO MAY 2 2 2013 l 06. I o7. -.... , ··os. ' 09. 10. ! ~ 18. I -19. r 20. I i 21. I -22. 23. 24. 25. I :2s. .66. 67. 68. i 39. I 30. I 70. 31. 71. 151. I 72. 152_ ' 1i92. l l I -32. 73. 113. 1 ~~ l93. I l ..J-.J. ! 33. _34_ 7,1 [ .. 11.1 f. l • ~ 154. j i;:ld J'V so 35. 7~ '0. ~ 1,... ! !0. 1 -;:; ,Xi. :1 95 ; r· • ! 36. l -76. ! 116. 156. '96 ! 1' -. ' f f. I 11 f' 1 ;;:-, 1'97. Or. 3!. 78. l 118. 1.58. 11'98 ! ! -...1 ~ 38. 79. 119. 1.59. j ~aa i jvv. '39. '40. -~s~J. 11 20. 180. !200. 55LrJ ~'~ RODGEP~ CL.~CT .F. #8000 BOC~.1.~ P~-1~1-0N ~ FL, 33487 MAY 2 2 2013 Florida Quality Truss Main Office:1-772-545-3950 Alt.Ph: -Fax:1-772-545-3690 Engineering-List Job#: 13HS138F Date: 5/16/2013 Customer Information: Project Information: Name: Contact: Name: TOLL BROTHERS· PARKLAN Fill in later SOLANO • MEDITERRANEAN • LOT 33d FLOOR LOW RO Address: Address: Region: LOT 33d City, State, Zip: City, State, Zip: PARKLAND, FL Salesman: PAUL BRANCALEONE Notes: I Loading: TC BC LL 40 0 DL 20 5 Designer: CRAIG MARTIN Engineering List Seq. Qty Span Description Truss Slope i OH-L CANT·L STUB-L Height Num. TCIBC OH-R CANT·R STUB·R 1 10 26-04-08 F1 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 169.4 lbs. each 0 I 0 00-00-00 00-00-00 00-00-00 2 1 26-04-08 F1A 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 142.8 lbs. each 0 I 0 00-00-00 00-00-00 00-00-00 3 11 26-03-04 F2 0.00 0.00 00-00-00 oo-oo-oo I 00-00-00 01-04-00 170.8 lbs. each 0 I 0 00-00-00 oo-oo-oo I 00-00-00 4 2 25-11-04 F3 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 168 lbs. each 0 I 0 00-00-00 00-00-00 00-00-00 5 8 18-01-04 F4 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 100.8 lbs. each 0 I 0 00-00-00 00-00-00 00-00-00 6 2 16-07-041 F5 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 99.40 lbs. each 0 I 0 00-00-00 00-00-00 00-00-00 7 5 15-07-04 F6 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 91.00 lbs. each ,....._, _......., !/"-. ......... 0 I 0 00-00-00 00-00-00 00-00-00 8 4 15-04-04 F7 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 91.00 lbs. each ........... ......-......._ / ......._ ......-0 I 0 00-00-00 00-00-00 00-00-00 9 7 15-03-04 F8 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 93.80 lbs. each ~-....... ........... ......-~ 0 I 0 00-00-00 01-02-00 00-00-00 10 6 13-09-04 F9 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 78.40 lbs. each ........... /'-I .................. 0 I 0 00-00-00 00-00-00 00-00-00 11 1 09-04-08 F12 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 71.4 lbs. each ~ /"" "-! /"" 0 I 0 00-00-00 00-00-00 00-00-00 12 2 09-04-00 I F17 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 54.6lbs. each ~ ~ ~· 0 I 0 00-00-00 00-00-00 00-00-00 13 1 09-01-04 F16A 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 631bs. each ~ Vlll./1 0 I 0 00-00-00 02-04-00 00-00-00 i 14 1 07-10-01 F14 0.00 0.00 I 00-00-00 00-00-00 00-00-00 01-04-00 49.00 lbs. each il[~ J.L1 I 0 I 0 I 00-00-00 00-00-00 00-00-00 I I Page 1 of 4 Engineering List Seq. I Slope OH-L CANT-L STUB-L Height Qty Span Description Truss Num. TCIBC OH-R CANT-R STUB-R I 15 1 06-09-13 F15 00-00-00 00-00-00 00-00-00 01-04-00 44.80 lbs. each ~ vu 0.00 0.00 I 00-00-00 00-00-00 00-00-00 i 0 I 0 I I 16 1 I 06-09-04 I F16B 0.00 0.00 i 00-00-00 00-00-00 00-00-00 01-04-00 47.60 lbs. each ~ _VI I i I 0 I 0 1 00-00-00 00-00-00 00-00-00 I I 17 1 I 06-07-121 F16 I oo-oo-oo 00-00-00 00-00-00 01-04-00 44.80 lbs. each ~ vu 0.00 0.00 0 I 0 00-00-00 00-00-00 00-00-00 i I 18 2 J 06-03-081 F 13 00-00-00 00-00-00 00-00-00 01-04-00 44.80 lbs. each ~ ~ 0.00 0.00 0 I 0 00-00-00 00-00-00 00-00-00 19 1 121-05-04 FG2 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 2 ·Ply 406.0 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00 20 1 18-02-00 FG10 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 3 -Ply 951.3 lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00 21 1 17-10-00 I FG1 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 3 -Ply 1040 lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00 22 1 15-00-00 FG3 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 86.80 lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00 23 1 13-07-12 FG5 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 3 -Ply 705.6 lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00 24 1 04-08-00 FG11 ~ 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 2 -Ply 114.8 lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00 25 1 04-08-00 FG12 ~ 0.00 0.00 00-00-00 00-00-00 00-00-00 01-04-00 2 -Ply 114.8 lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00 26 1 03-06-08 FG8 ~ 51 0.00 0.00 00-00-00 00-00-00 00-00-00 01-01-00 21 lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00 27 1 09-06-00 FG6 0.00 0.00 00-00-00 oo-oo-oo I 00-00-00 01-04-00 56.00 lbs. each ~ 2x4 I 2x6 00-00-00 oo-oo-oo 1 00-00-00 28 1 I 04-09-oo FG7 ~ ~ 0.00 0.00 00-01-00 00-0-1-00 00-00-00 01-04-00 27.30 lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00 29 1 21-04-00 G3G / """' 5.00 0.00 01-04-00 oo-oo-oo I 00-00-00 03-00-03 5 -Ply 37 45 lbs. each 2x4 I 2x6 01-04-00 00-00-001 00-00-00 = 30 1 21-01-12 G6G ./ 5.00 0.00 01-04-00 00-00-00 00-00-00 02-09-11 5 -Ply 3815 lbs. each 2x4 I 2x8 00-00-00 00-00-00 00-00-00 31 1 11-00-00 K1G ~ 0.00 0.00 00-00-00 00-00-00 00-00-00 02-09-11 63. oo lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00 32 1 13-10-00 R1A ~~ 5.00 0.00 01-04-00 00-00-00 00-00-00 03-05-03 72.80 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00 33 1 14-00-00 R1G ~ 5.00 0.00 01-04-00 00-00-00 00-00-00 03-05-03 2 -Ply 302.4 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00 34 2 14-00-00 R2 e;~ 5.00 0.00 01-04-00 00-00-00 00-00-00 03-05-03 51.80 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00 35 1 14-00-00 I R3G = I 01-04-00 00-00-00 00-00-00 02-07-03 I 54 60 lbs each ~n JL~ 5.00 0.00 i . . = 2x4 I 2x4 ! 00-00-00 00-00-00 00-00-00 36 3 07-11-00 MBA ~ 3.00 o.oo 1 01-05-04 oo-oo-oo 1 00-00-00 02-03-10 30.80 lbs. each 2x4 J 00-00-00 I 00-00-00 I i 2x4 I oo-oo-oo I Page 2 of 4 Engineering List Seq. ! Description Truss Slope OH-L CANT-L STUB-L Height Qty Span i Num. ; TCIBC OH-R CANT-R STUB-R I 37 1 07-11-00 : M88 ~ I 3.00 0.00 00-00-00 00-00-00 00-00-00 02-03-10 i 28 lbs. each I 00-00-00 00-00-00 00-00-00 ! 2x4 I 2x4 i 38 1 I 07-11-00 I M8G ~ 3.00 0.00 I 01-05-04 00-00-00 00-00-00 02-03-10 I I 36.40 lbs. each 2x4 I 2x6 I 00-00-00 00-00-00 00-00-00 I 39 1 07-08-00 I M7A ~ 5 _00 o.oo 1 o1-04-oo 00-00-00 00-00-00 03-10-09 i I 39.20 lbs. each 2x4 I 2x6 I 00-00-00 00-00-00 00-00-00 40 2 'I 07-08-00 l M7B ~ 5.00 0.00 ! 01-04-00 00-00-00 00-00-00 03-07-03 39.20 lbs. each 2x4 I 2x6 ' 00-00-00 00-00-00 00-00-00 I I 41 2 07-08-00 M7C ~ 5.00 0.00 01-04-00 00-00-00 i 00-00-00 02-09-03 42 lbs. each 2x4 I 2x6 00-00-00 00-00-00 i 00-00-00 I 42 2 07-08-00 M7G g(J~ 5.00 0.00 I 01-04-00 oo-oo-oo 1 00-00-00 01-11-03 55.30 lbs. each 2x4 I 2x6 00-00-00 oo-oo-oo 1 00-00-00 43 2 07-00-00 I EJ7C ,-A 5.00 0.00 00-00-00 00-00-00 00-00-00 02-09-11 28.70 lbs. each 2x4 I 2x6 I 00-00-00 00-00-00 00-00-00 I 44 2 06-04-00 M6G ;::?T,l 5.00 0.00 ! 01-04-00 00-00-00 00-00-00 01-03-09 33.6 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00 45 2 I 06-00-00 M6 A 5.00 0.00 01-04-00 00-00-00 00-00-00 03-00-03 29.4 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00 46 7 05-06-00 M5 A 5.00 0.00 01-04-00 00-00-00 00-00-00 02-09-11 26.60 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00 47 3 05-00-00 EJ5 ~ 5.00 0.00 01-04-00 00-04-08 00-00-00 02-07-03 19.6 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00 48 6 03-00-00 J3 t:: 5.00 0.00 00-00-00 oo-oo-oo I 00-00-00 02-07-03 11.20 lbs. each 2x4 I 2x4 00-00-00 oo-oo-oo 1 00-00-00 49 4 01-10-08 EJ2 ~ 5.00 0.00 I 01-04-00 oo-oo-oo I 00-00-00 01-03-09 11.20 lbs. each 2x4 I 2x4 I 00-00-00 oo-oo-oo 1 00-00-00 50 1 04-08-00 J48 ~ 3.00 0.00 I 01-05-04 00-00-00 00-00-00 02-02-06 25.2 lbs. each 2x4 I 2x4 02-10-01 00-00-00 00-00-00 I 51 1 04-08-00 J48A ~ 3.00 0.00 I 01-05-04 00-00-00 00-00-00 01-05-14 21 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00 52 3 03-00-00 CJ3 ~ 5.00 0.00 01-04-00 00-00-00 00-00-00 01-09-03 14.00 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00 53 1 03-00-00 I CJ3A ~ 5.00 0.00 00-00-00 00-00-00 00-00-00 01-09-03 9.800 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00 54 8 1 01-0o-oo CJ1 ~ 5.00 0.00 1 01-04-00 00-00-00 00-00-00 00-11-03 I 8.4 lbs. each 2x4 I 2x4 / 00-00-00 00-00-00 00-00-00 ! @ I 55 2 01-00-00 CJ1A 5.00 0.00 01-04-00 00-00-00 00-00-00 01-01-03 9.100 lbs. each 2x4 I 2x6 00-00-00 00-00-00 00-00-00 56 2 I 01-00-00 CJ1B ~ 5.00 0.00 01-04-00 oo-oo-oo I 00-00-00 01-01-03 I 6.3 lbs. each 2x4 I 2x6 00-00-00 oo-oo-oo I 00-00-00 I I 57 2 1 07-00-02 HJ5 ~ 3.54 0.00 01-10-10 00-05-10 00-00-00 02-07-00 I 28 lbs. each 2x4 I 2x4 I 00-00-00 00-00-00 00-00-00 I 58 2 I o4-o2-o3 HJ38 23.11bs.each ~~ 3.54 0.00 01-10-10 00-00-00 00-00-00 01-11-00 I 2x4 I 2x6 00-00-00 00-00-00 00-00-00 I Page 3 of 4 En gin List Seq. Qty Description Truss Slope OH-L CANT-L STUB-L Height Num. TCIBC OH-R CANT-R STUB-R 59 2 I HJ2 3.54 0.00 I 01-10-10 00-00-00 00-00-00 01-03-06 I I 14.00 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00 60 06-08-00 I MV5 3.00 0.00 00-00-00 00-00-00 00-00-00 01-08-00 ! 21 lbs. each 00-00-00 00-00-00 00-00-00 I 2x4 I 2x4 61 3 03-04-00 i MV3 3.00 0.00 00-00-00 00-00-00 00-00-00 00-10-00 I 2x4 I 2x4 00-00-00 00-00-00 00-00-00 Hanger Summary Qty PartiD Description 26 AHU26 AHU26 5 AHU26-2 AHU26-2 AGUS28-3T AGUS28-3T 17 AHU46 AHU46 Trusses: 168.00 n ...... ....., A ... ~A rayc "'t VI-r Job:(13HS138F) BOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F 1 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 4x2 SP SS :T2 4x2 SP #1 Dense: Bot chord 4x2 SP SS Webs 4x2 SP _#3_12A :W4, W21 4x2 SP _# 2 _ N _ 1 2 A : + 2 x 6 c o n t i n u o u s s t r o n g b a c k . S e e d e t a i l S T R B R I B R 0 2 1 1 f o r b r a c i n g a n d b r i d g i n g r e c o m m e n d a t i o n s . M a x J T V E R T D E F L : L L : 0 . 6 5 " D L : 0 . 6 7 " r e c o m m e n d e d c a m b e r 7 / 8 " T r u s s e s t o b e s p a c e d a t 1 6 . 0 " O C m a x i m u m . Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Calculated vertical deflection is 0.65" due to live l o a d a n d 0 . 6 1 " d u e t o d e a d l o a d a t X = 1 4 - 4 - 8 . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . 1 - 2 ' 6 " - - - j w ~ ~ ~ ~ 1 o 1 1 1 4 X 5 ( R ) 1 1 1 3 X 5 2 6 ' 4 - 1 / 2 " - - - - - - - - - - - - - - - - - 1 ~ 1~ 7 ' 6 - 3 / 4 " 2 ' 9 - 3 / 4 " 8 ' 6 - 3 / 4 " 7 ' 5 - 1 / 4 " - - - - - 1 R=1138# W=?-1/4" (Rigid Surface) DESC. = F1 PLT. TYP.-WAVE .. ",,;:.~ .._,, ·*··~~·-:.:::.. .... FLORIDA QUALITY TRUSS c:::·:::r::·..,.,..::::-:::-~ TEL' (0>54) '175-3384 FAX' (954) 97!1-R980 3120 N. W. 16tll TERRACE I'OMPANO BEACH, FL 33064 DESIGN C R I T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T • 1 2 % ( 0 % ) / 1 { 0 ) :~~li' ~ ~ ~ s 1 ( B u ~ o i N ' G ' c o M P o ' N E ' N r ' s ' A r ' i i r Y ' I N F O R M A T I O N ~ P U B L I S H E o s v l ' P I . ( r F i u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHA L L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFOR M A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A J O F T P 1 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 1 1 2 7 # W = 5 - 1 / 4 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L 4 0 . 0 p s f T C D L 2 0 . 0 p s f B C D L 5 . 0 p s f B C L L O . O p s f T O T . L D . 6 5 . 0 p s f D U R . F A C . 1 . 0 0 S P A C I N G 1 6 . 0 " S E Q = 6 3 5 8 4 1 S C A L E = 0 . 2 5 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 2 6 0 4 0 8 J O B # : 1 3 H S 1 3 8 F T Y P E S Y 4 2 1 Job:(13HS138F) BOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F 1 A T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 4x2 SP _#2_N_12A Bot chord 4x2 SP #2 N 12A Webs 4x2 SP _#3~ 12A Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . A l l p l a t e s a r e 2 X 4 e x c e p t a s n o t e d . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . I ~ Fasten rated sheathing to one face of this frame. S h e a t h i n g i s r e q u i r e d f o r a n y l o n g i t u d i n a l ( d r a g ) f o r c e s . A l l c o n n e c t i o n s t o b e d e s i g n e d b y t h e b u i l d i n g d e s i g n e r . f - ~ - j ~1X4( 1'4" j_ I 1111)1.4 1 1 1 1 X 4 1 1 1 1 X 4 1 1 1 1 X 4 2 6 ' 4 1 / 2 " 1 1 1 1 X 4 1 1 1 1 X 4 1 1 1 1 X 4 1 1 1 1 X 4 I " 1 1 1 1 X 4 - " DESC. = F1A PL T. TYP.-WAVE . • ;. ··-. ·~ <" M·.: ,_,_::.:,~ FLORIDA QUALITY TRUSS c~.r:~ --:-"T":.::::::::T:?J l'EL! ('154) 975-3384 FAX: (9S4) 978-8980 3J20N.W. 16th TliRRAC:E l'OMl'ANO BEACH, FL.l3064 DESIGN CRI T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T • 1 2 % ( 0 % ) 1 1 ( 0 ) ~m~~~ ~ ~ s 1 ( B U ~ o i ' N G ' c o M P O N E N T . s ' A F ' r n l i . t ' F o R M A r l o N ' ~ P U B L i s H E i o ' B ' Y ' T P i ' ( r R u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N , . ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 1 2 9 p l f W = 2 6 ' 4 - 1 / 2 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 4 0 . 0 p s f T C D L 2 0 . 0 p s f B C D L S . O p s f B C L L O . O p s f T O T . L D . 6 5 . 0 p s f D U R . F A C . 1 . 0 0 S P A C I N G 2 4 . 0 " S E Q = 6 0 1 9 9 6 S C A L E = 0 . 2 5 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 2 6 0 4 0 8 J O B # : 1 3 H S 1 3 8 F T Y P E S Y 4 2 G A B L Job:(13HS138F) BOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F 2 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 4x2 SP #1 Dense :T2 4x2 SP _#2_N_ 1 2 A : Bot chord 4x2 SP #1 Dense Webs 4x2 SP _#3_12A :W4, W21 4x2 SP _# 2 _ N _ 1 2 A : + 2 x 6 c o n t i n u o u s s t r o n g b a c k . S e e d e t a i l S T R B R I B R 0 2 1 1 f o r b r a c i n g a n d b r i d g i n g r e c o m m e n d a t i o n s . M a x J T V E R T D E F L : L L : 0 . 6 6 " D L : 0 . 6 7 " r e c o m m e n d e d c a m b e r 7 / 8 " Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Calculated vertical deflection is 0.66" due to live l o a d a n d 0 . 6 2 " d u e t o d e a d l o a d a t X = 1 4 - 4 - 8 . T r u s s e s t o b e s p a c e d a t 1 6 . 0 " O C m a x i m u m . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . DESC. = F2 PLT. TYP.-WAVE ,··~ 1 - 2 ' 6 " - - - j W = ~ ~ 1 0 =3X4 1 1 3 5 1 1 1 4 x 5 ( R ) I I I 3 X 5 l l i 2 . X 4 1--- - - - - - - - - - - - - - - - 2 6 ' 3 - 1 / 4 " - - - - - - - - - - - - - - - - - - - l ~ IF 7 ' 6 - 3 / 4 " 2 ' 8 - 1 / 2 " 8 ' 8 - 3 / 4 " 7 ' 3 - 1 / 4 " _ _ _ _ , R=1134# W=?-1/4" (Rigid Surface) R = 1 1 3 3 # W = 4 " ( R i g i d S u r f a c e ) DESIGN CR I T , . F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T • 1 2 % ( 0 % ) / 1 ( 0 ) R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 ~m~~~ ~ · ~ s l ( s u i L i l i N G ' c o M P O N E N T . i i A ' F " r n ' i ' N F O R M A T I · o N i : ' P U B L I S H e o ' i i v ' T P I . ( T R u s s · P L A T E I N S T I T U T E . T C L L 4 0 . 0 p s f S E Q = 6 3 5 8 5 8 S C A L E = 0 . 2 5 0 0 ) __ ,.:' 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . T C D L 2 0 . 0 p s f 0 5 - 1 6 - 2 0 ' 1 3 FLORIDA QUALITY TRUSS L::.~ . 1 -"T.::.::::;:;L ,;:;--J ['Jd.: (?54) 1)75-.1384 FAX: (954) ?78-8980 3120 N. W. 16th TERRACE 1'01\IJ'ANO liEA(;H, Fl.. 330M "IMF'OFIT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C . B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A · Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . B C D L 5 . 0 p s f B C L L O . O p s f C M T O T . L D . 6 5 . 0 p s f 0 / A L E N . 2 6 0 3 0 4 D U R . F A C . 1 . 0 0 J O B # : 1 3 H S 1 3 8 F S P A C I N G 1 6 . 0 " T Y P E S Y 4 2 Job:(13HS138F) BOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F 3 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 4x2 SP #1 Dense :T2 4x2 SP _#2_N_ 1 2 A : Bot chord 4x2 SP #1 Dense Webs 4x2 SP _#3_12A :W4, W21 4x2 SP _#2 _ N _ 1 2 A : + 2 x 6 c o n t i n u o u s s t r o n g b a c k . S e e d e t a i l S T R B R I B R 0 2 1 1 f o r b r a c i n g a n d b r i d g i n g r e c o m m e n d a t i o n s . M a x J T V E R T D E F L : L L : 0 . 6 2 " D L : 0 . 6 3 " r e c o m m e n d e d c a m b e r 3 / 4 " ~ Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 2 ) 2 x 8 S P S S s u p p o r t i n g m e m b e r . Trusses to be spaced at 16.0" OC maximum. Calculated vertical deflection is 0.62" due to live l o a d a n d 0 . 5 8 " d u e t o d e a d l o a d a t X = 1 4 - 4 - 8 . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . f - - 2 ' 6 " - - j =3X4 W ~ ~ 3 ~ J ~ 4 X 5 ( R ) 1---- - - - - - - - - - - - - 2 5 ' 1 1 - 1 / 4 " ~ IF 7 ' 6 - 3 / 4 " 2 ' 8 - 1 / 2 " 8 ' 8 - 3 / 4 " 6 ' 1 1 - 1 / 4 " - - - - - - 1 R=1119# W=?-1/4" (Rigid Surface) DESC. = F3 PLT. TYP.-WAVE '.': ~~iii<"'. "'"· .. FLORIDA QUALITY TRUSS [7:'·~-=L:.:-=r:::::__~~·"=:J I'EI.: (954) 'J75-J.Iij4 FAX: (9H) !17K-R980 JI20N.W.l6thT.ERRACE 1'01\\I'ANO ll!o:A(;H, Fl.. .13064 DESIGN CRI T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T I R T • 1 2 % ( 0 % } 1 1 ( 0 ) ~~~~~ ~ s 1 ( s u l l o i N ' G ' c o M P O N E ' N ' i - ' s ' A F ' E i - v i N F o i i M A T ' i c i i : i ~ ; ; G 8 L i s i i ' E o ' 8 ' v r P I . ( r F i u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N , . ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 1 1 1 9 # H = H 1 R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L 4 0 . 0 p s f T C D L 2 0 . 0 p s f B C D L 5 . 0 p s f B C L L O . O p s f T O T . L D . 6 5 . 0 p s f D U R . F A C . 1 . 0 0 S P A C I N G 1 6 . 0 " S E Q = 6 3 5 8 7 3 S C A L E = 0 . 2 5 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 2 5 1 1 0 4 J O B # : 1 3 H S 1 3 8 F T Y P E S Y 4 2 Job:(13HS138F) SOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F 4 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 4x2 SP #1 Dense :T2 4x2 SP _#2_N_ 1 2 A : Bot chord 4x2 SP #1 Dense Webs 4x2 SP _#3_12A :W4, W13 4x2 SP _#2 _ N _ 1 2 A : + 2 x 6 c o n t i n u o u s s t r o n g b a c k . S e e d e t a i l S T R B R I B R 0 2 1 1 f o r b r a c i n g a n d b r i d g i n g r e c o m m e n d a t i o n s . M a x J T V E R T D E F L : L L : 0 . 3 2 " D L : 0 . 4 0 " r e c o m m e n d e d c a m b e r 1 1 2 " ~ Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . 1 - - - - - 2 ' 6 " - - - l ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 3 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . = 3 X 6 T ~4X8 1 1 1 2 X 4 = 3 X 6 1 1 1 2 X 4 I l l ~ ::t W 4 j_ :: : : : : : 4 - 3 X 4 - 4 X 1 2 1 1 1 2 X 4 ,~ 1 X 4 ( ~ W 1 3X4 1 8 ' 1 - 1 / 4 " - - - - - - - - - - - - - - - - - - - j J R=1170# W=?-1/4" (Rigid Surface) R = 1 1 6 9 # H = H 1 DESC. = F4 PLT. TYP.-WAVE DESIGN CRr T • F B C I O H V H Z R E S I T P I - 2 0 0 7 F T / R T • 1 2 % ( 0 % Y 1 ( 0 ) Q T Y = 8 T O T A L = 8 R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 .'~~ ~·" ··~ FLORIDA QUALITY TRUSS ,_,.:--:· ··----, -I'Ll.: ('J541 'J75-H84 F;\ X: (954) 97X·R980 :1120 N.W. 16th TERRACE 1'01\ll'ANO BEACH, FL J3064 ;;m~~~ ~ ~ S I ~ ~ ~ ~ g ~ ~ ~ ~ ~ : f J ~ ~ m ~ ~ z t ~ ~ ~ L I ~ ~ ~ g l ~ ~ ~ P ~ w ~ ~ ~ · ~ ~ ; t y ~ ~ ~ f T ~ ~ . B R A C I N G . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W 1 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P 1 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R , P E R A N S I / T P 1 1 S E C . 2 . T C L l T C D L B C D L B C L L T O T . L D . D U R . F A C . 4 0 . 0 p s f 2 0 . 0 p s f S . O p s f O . O p s f 6 5 . 0 p s f 1 . 0 0 S P A C I N G 2 4 . 0 " S E Q = 6 3 5 7 9 8 S C A L E = 0 . 3 7 5 0 R E F D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . 1 8 0 1 0 4 J O B # : 1 3 H S 1 3 8 F T Y P E S Y 4 2 Job:(13HS138F) BOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F 5 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T S e e d e t a i l S T R B R I B R 0 2 1 1 f o r b r a c i n g a n d b r i d g i n g r e c o m m e n d a t i o n s . Top chord 4x2 SP _#2_N_12A Bot chord 4x2 SP #2 N 12A Webs 4x2 SP _#3~f2A D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . f - - - 2 ' 6 " - - - l 1 1 1 2 X 4 = 3 X 5 T=1X4( I= : : . = : : =~ = F = ~ l· 6 ' 6 - 1 / 4 " • • 1 0 ' 1 " . . ~ '7 1 6 ' 7 - 1 / 4 " - - - - - - - - - - - - - - - - - - 1 R=369# W=?-1/4" (Rigid Surface) R = 1 2 2 1 # W = 6 " ( R i g i d S u r f a c e ) R = 5 9 9 # W = 4 " ( R i g i d S u r f a c e ) DESC. = F5 PL T. TYP.-WAVE ,' .. FLORIDA QUALITY TRUSS [~~:~~~I~=~~==~..:-._L~-~·~J I'EL: ('154) <l75 ... Hij.j FAX: (954) 978-8980 :IJZO N.W. 16th TERilACI; 1'0!\II'ANO BEACH, Fl.. .HOM DESIGN C R I T • F B C 1 0 H V H Z R E S f T P I · 2 0 0 7 F T / R T • 1 2 % ( 0 % Y 1 ( 0 ) Q T Y = 2 T O T A L = 2 ~'m~~ ~ ~ ~ S I ( ~ ~ ~ g ~ ~ J ~ 6 ~ ~ ~ ~ ~ ~ ~ : : ~ E ~ ~ ~ ~ ~ 6 ~ ~ : ~ ~ ~ ~ r . ~ ~ ~ L ~ ~ ~ ~ g ~ ~ ~ P ~ 7 + " r i t J ~ ~ · ~ ~ f i : ~ ~ ~ T ? T ~ ~ ~ . B R A C I N G . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMF'OfiT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 1 1 8 1 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . 4 0 . 0 p s f 2 0 . 0 p s f 5 . 0 p s f O . O p s f 6 5 . 0 p s f 1 . 0 0 S P A C I N G 2 4 . 0 " S E Q = 6 2 3 0 0 8 S C A L E = 0 . 3 7 5 0 R E F b D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . 1 6 0 7 0 4 J O B # : 1 3 H S 1 3 8 F T Y P E S Y 4 2 Job:(13HS138F) BOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F 6 Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #1 Dense Webs 4x2 SP _#3_12A Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 / 2 0 1 2 b y A L S C . r - 2 ' 6 " T ~ 1 . j 1 1 1 1 X 4 = 3 X 4 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T + 2 x 6 c o n t i n u o u s s t r o n g b a c k . S e e d e t a i l S T R B R I B R 0 2 1 1 f o r b r a c i n g a n d b r i d g i n g r e c o m m e n d a t i o n s . M a x J T V E R T D E F L : L L : 0 . 1 9 " D L : 0 . 2 4 " r e c o m m e n d e d c a m b e r 1 / 4 " D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . 'I 1 5 ' 7 - 1 / 4 " I l l H~ R=1007# W=?-114 " (Rigid Surface) R = 1 0 0 6 # W = 4 " ( R i g i d S u r f a c e ) ' 1 DESC. = F6 PLT. TYP.-WAVE S E Q = 6 0 2 0 0 1 .• ,, ... ·-FLORIDA QUALITY TRUSS =~~r==-===-=~=-~1 Tt::L: ('JS4l <J75-HH•I I' AX: (954) 'J7H-89HO 3120 N.W. 16th TlcRRAl'f. POMPANO HEACH, FL .HOM DESIGN C R 1 T • F B C 1 0 H V H Z R E S I T P 1 · 2 0 0 7 F T / R T 1 0 1 2 % ( 0 % ) / 1 ( 0 ) ~~~~ ~ ~ s 1 ( B u ~ ' D I N ' G ' c o M P O N E N T . s ' A F ' E r v ' i ' i . J ' F c i R M A T i o N ' ~ P U B L i s H . E o " i i v r P I ' < r F i u s s ' P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D . T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMI'OFIT A N T " ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 1 1 8 1 1 6 G A ( W , H I S S I K ) A S T M A 6 5 3 G R A D E 4 0 1 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I I - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 0 . 5 0 0 0 T C L L 4 0 . 0 p s f R E F T C D L 2 0 . 0 p s f 0 5 - 1 6 - 2 0 ' 1 3 B C D L 5 . 0 p s f B C L L O . O p s f C M T O T . L D . 6 5 . 0 p s f 0 / A L E N . 1 5 0 7 0 4 D U R . F A C . 1 . 0 0 J O B # : 1 3 H S 1 3 8 F S P A C I N G 2 4 . 0 " T Y P E S Y 4 2 Job:(13HS138F) BOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F 7 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 4x2 SP _#2_N_12A Bot chord 4x2 SP #2 N 12A Webs 4x2 SP _#3~ 1ZA + 2 x 6 c o n t i n u o u s s t r o n g b a c k . S e e d e t a i l S T R B R I B R 0 2 1 1 f o r b r a c i n g a n d b r i d g i n g r e c o m m e n d a t i o n s . M a x J T V E R T D E F L : L L : 0 . 2 4 " D L : 0 . 2 2 " r e c o m m e n d e d c a m b e r 1 / 4 " Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Defiection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . ( H 1 ) : ( J ) H a n g e r n o t c a l c u l a t e d ( 3 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . f - 2 ' 6 " ~ T ~ 1 H~ R=991# W=?-1/4" (Rigid Surface) DESC .. = F? PL T. TYP.-WAVE .. ~ . : . TU .. : ('>Hl '175-;l3H4 FAX: (954) 97H .. H980 ;M•,,. J !20 N. W. 161b TERRACE l'Ol\.II'ANO REACH, FL 33064 DESIGN CR I T . . F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T • 1 2 % ( 0 % ) 1 1 ( 0 ) ~1'~~'i ' ~ ~ ~ s 1 ( s u ~ o i N G ' c o M r o N ' E ' N ' T ' s ' A F ' E r v ' i ' i . J F o f i M A ' T ' i o N ' ~ r u s L i s f i e i J " 8 ' v ' T P I . ( r r i u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMF'ORT A N 1 . . F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G . H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 1 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 1 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 9 9 0 # H = H 1 R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L 4 0 . 0 p s f T C D L 2 0 . 0 p s f B C D L 5 . . 0 p s f B C L L O . . O p s f T O T . L D . 6 5 . 0 p s f D U R . F A C . 1 . 0 0 S P A C I N G 2 4 . 0 " ( ~ S E Q = 6 3 5 8 7 5 S C A L E = 0 . 5 0 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 1 5 0 4 0 4 J O B # : 1 3 H S 1 3 8 F T Y P E S Y 4 2 Job:(13HS138F) BOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F B T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 4x2 SP SS Bot chord 4x2 SP SS Webs 4x2 SP _#3_12A + 2 x 6 c o n t i n u o u s s t r o n g b a c k . S e e d e t a i l S T R B R I B R 0 2 1 1 f o r b r a c i n g a n d b r i d g i n g r e c o m m e n d a t i o n s . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . ( ~ Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . 1 - 2 ' 6 " T ;r 1 T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . - l I I 1 1 X 4 = 4 X 6 1 1 1 1 X 4 1 1 1 1 X 4 1 1 1 1 X 4 "'.. 1 4 ' 1 - 1 / 4 " ' " " " 1 ' 2 " - l ~ ';" 1 5 ' 3 - 1 / 4 " - - - - - - - - - - - - - - - - - - - - - - - 1 R=913# W=?-1/4" (Rigid Surface) DESC. = F8 PLT. TYP.-WAVE .. .:. ,,__:_;., FLORIDA QUALITY TRUSS rc:~··-:-l·:.-="':::-:::r?1 J'EL: (')54) 975-331!4 FAX: (954) 97M-R980 J 120 N. W. 16th TERRAC£ 1'01\lPANO II EACH, FL 3.1064 DESIGN CRI T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T = 1 2 % ( 0 % ) J 1 ( 0 ) ~~~~~' ! ~ s 1 ( s u i l . o ' i ' N c : l c o M P o ' N E ' N r ' s A ' F . E r Y i ' i . ! F ' o f i M A ' r l o N ' ~ r u s L i s f i i i o B ' v r p r ' < r F i u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P J . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 1 0 6 0 # W = 4 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L 4 0 . 0 p s f T C D L 2 0 . 0 p s f B C D L 5 . 0 p s f B C L L O . O p s f T O T . L D . 6 5 . 0 p s f D U R . F A C . 1 . 0 0 S P A C I N G 2 4 . 0 " S E Q = 6 3 5 8 7 7 S C A L E = 0 . 5 0 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 1 5 0 3 0 4 J O B # : 1 3 H S 1 3 8 F T Y P E S Y 4 2 Jab:(13HS138F) SOLANO· MEDITERRANEAN ·LO T 3 3 d F L O O R L O W R O O F I F 9 Top chord 4x2 SP _#2_N_12A Bot chord 4x2 SP #1 Dense Webs4x2 SP_#3_12A Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . 1 - 2 ' 6 " T ~ 1 - 1 1 1 1 1 X 4 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T + 2 x 6 c o n t i n u o u s s t r o n g b a c k . S e e d e t a i l S T R B R I B R 0 2 1 1 f o r b r a c i n g a n d b r i d g i n g r e c o m m e n d a t i o n s . M a x J T V E R T D E F L : L L : 0 . 1 7 " D L : 0 . 2 3 " r e c o m m e n d e d c a m b e r 1 / 4 " D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . 1 1 1 1 X 4 = 4 X 6 1 1 1 1 X 4 = f 1 <t 1 3 ' 9 - 1 / 4 " - v , DESC. = F9 PLT. TYP.-WAVE ~ H~ R=888# W=?-1/4" (Rigid Surface) DESIGN CRI T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T I R T • 1 2 % ( 0 % ) 1 1 ( 0 ) ~m~~~' l ~ s 1 ( B u ~ o i N " G ' c o M P O N E N T . s ' A F " e ' T v i N ' F o f i M A ' r l o N ~ r u s L I S H E o · a · v r P I ' d F i u s s · P L A T E I N S T I T U T E . R = 8 7 2 # W = 6 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L S E Q = 6 3 5 8 7 9 S C A L E = 0 . 5 0 0 0 R E F \ 0 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADISO N , W I 5 3 7 1 9 1 F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . T C D L 4 0 . 0 p s f 2 0 . 0 p s f 5 . 0 p s f O . O p s f D A T E 0 5 - 1 6 - 2 0 1 3 ~"-" ~··'· FLORIDA QUALITY TRUSS r~-=-=--::r:·-·r .. :·; ~·<J I'LL: (')5-l)975-J384 FAX: (95-') 97K .. 8980 3120 N.W. 16tb TERRACE l'()Ml'Al'IO BEACH, Fl.. 33(164 "IMPORTA N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORMS W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R , P E R A N S I / T P I 1 S E C . 2 . B C D L D R W G B C L L C M T O T . L D . 6 5 . 0 p s f 0 / A L E N . 1 3 0 9 0 4 D U R . F A C . 1 . 0 0 J O B # : 1 3 H S 1 3 8 F S P A C I N G 2 4 . 0 " T Y P E S Y 4 2 Job:(13HS138F) BOLAND-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F 1 2 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 4x2 SP _#2_N_12A Bot chord 4x2 SP #2 N 12A Webs 4x2 SP _#3~ 12A ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 1 ) 2 x 6 S P # 2 D e n s e s u p p o r t i n g m e m b e r . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . 1 - - - - - - 2 ' 6 " T ~ 1 f--1'5-1/2" - - 1 DESC. = F12 PL T. TYP.-WAVE /' .. '•, ··""'-' < / •' . '.... -~ FLORIDA QUALITY TRUSS r-:-:::-:-:-:-r.~--~~~':. ___ .L:zJ I'Ll..: ('):1-l) oJ?5-3384 FAX: (954) 9?8-8980 J!ZON.W.16tb'I'ERRAC.t-: I'Ol'..ll'ANO IIEA<:H, FL.l3064 R = 8 0 4 # H = H 1 DESIGN CRI T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T • 1 2 % ( 0 % Y 1 ( 0 ) ~~Ni~l ! ~ s 1 < a u i l i l i N ' G ' c o M P o N ' E ' N i - ' s ' A F ' e l - Y i ' N F ' o f i M A ' r l o N ' ~ r u a r : l s f i i i i J B ' v r P I ' < r r i u s s ' P L A T E I N S T I T U T E , R = 5 9 0 # W = 4 " ( R i g i d S u r f a c e ) 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADISO N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPO~TA N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .• SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORMA N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORMS W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 1 1 8 1 1 6 G A ( W , H I S S I K ) A S T M A 6 5 3 G R A D E 4 0 1 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R , P E R A N S I I T P I 1 S E C . 2 . ~ r R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L 4 0 . 0 p s f T C D L 2 0 . 0 p s f B C D L 5 . 0 p s f B C L L O . O p s f T O T . L D . 6 5 . 0 p s f D U R . F A C . 1 . 0 0 S P A C I N G 2 4 . 0 " S E Q = 6 3 5 8 4 3 S C A L E = 0 . 5 0 0 0 : r l i ! \ \ . 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 9 0 4 0 8 J O B # : 1 3 H S 1 3 8 F T Y P E S Y 4 2 Job:(13HS138F) BOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F 1 7 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 4x2 SP #1 Dense Bot chord 4x2 SP #2 N 12A Webs 4x2 SP _#3~ 12A ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 2 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . ( H 2 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 2 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Truss must be installed as shown with top chord u p . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . 1 - - - - - - 2 ' 6 " - - - - - - 1 1112X4 = 3 X 4 1 1 1 1 X 4 = 3 X 4 1 1 1 2 X 4 T ..-. ~ 1 =3X5 = 3 X 4 = 3 X 6 1--- - - - - - - - - - - - - - - - - - - - 9 ' 4 " - - - - - - - - - - - - - - - - - - - - - 1 R=607# H = H1 DESC. = F17 PL T. TYP.-WAVE -· '·~. ' :.:,. FLORlDA QUALITY TRUSS r==~~---I~~::~~_L~-~:-~:~:r:=~-~J I'Ll.: ('154) 975 .. 3384 FA X: (954) 97H-8980 JIZO.N.W. !6th TERRACE I'OMl'ANO !lEACH, I'L.H064 DESIGN CR I T • F B C 1 0 H V H Z R E S I T P 1 · 2 0 0 7 F T / R T • 1 2 % { 0 % ) 1 1 ( 0 ) ~m~~~ ~ ~ s 1 , 8 u l l o 1 N " G ' C : ' Q ; ; ; ; ; c , N " E ' N r ' s A " F ' i : l - Y i ' N ' F o f i M A ' T ' i O ' N ' ~ P u s L i s H ' E o E i v r P I ' 6 . ' f i u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . *'IMF'O~T A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R , P E R A N S I / T P I 1 S E C . 2 . R = 6 0 7 # H = H 2 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 4 0 . 0 p s f T C D L 2 0 . 0 p s f B C D L 5 . 0 p s f B C L L O . O p s f T O T . L D . 6 5 . 0 p s f D U R . F A C . 1 . . 0 0 S P A C I N G 2 4 . 0 " \ V ' ' S E Q = 6 0 2 0 0 6 S C A L E = 0 . 7 5 0 0 R E F 0 5 - 1 6 - 2 0 ' 1 3 C M 0 / A L E N . 9 0 4 0 0 J O B # : 1 3 H S 1 3 8 F T Y P E S Y 4 2 Job:(13HS138F) BOLAND-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F 1 6 A T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 4x2 SP _#2_N_12A Bot chord 4x2 SP #2 N 12A Webs 4x2 SP _#3~ 12A D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . T =3X5 =1X4fRl 1 1 1 1 ~ ~ 1 1 1 1 ~ ~ = ~ = ~ ;r 1 =3X4 1----- - - - - + - - - - - - - - - - - 6 ' 9 - 1 / 4 " - - - - - - - - - - - - - + - - , - , - - 1 - - - - - - - ~ 9 ' 1 - 1 / 4 " R=413# W=?-1 / 4 " (Rigid Surface) R = 7 9 2 # W = 6 " ( R i g i d S u r f a c e ) DESC. = F16A PL T. TYP.-WAVE ..• )•', >.:.J.. '":.N < "'""' FLORIDA QUALITY TRUSS c=~---::I:=.~r~:=-.=:.:.~ ... ., TEL: (').54) 97 S<BH4 FA X: (954) 978-R980 J 1.20 N, W. l6tb TERRACE 1'01\!PANO BEACH, FL .13064 DESIGN CRI T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T • 1 2 % ( 0 % ) 1 1 ( 0 ) ~~~~~ ~ ~ s 1 ( a u i l ' D I N " G ' i : a i . 1 P c ! N " E ' N - r · s A " F ' E T Y ' I i . i F " c i R M A T ' i O ' N ' ~ P U B L i s f i i i o . B ' v ' T P I ' < r F i u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A . L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D . U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L 4 0 . 0 p s f T C D L 2 0 . 0 p s f B C D L 5 . 0 p s f B C L L O . O p s f T O T . L D . 6 5 . 0 p s f D U R . F A C . 1 . 0 0 S P A C I N G 2 4 . 0 " { l S E Q = 6 3 5 8 4 5 S C A L E = 0 . 7 5 0 0 0 5 - 1 6 - 2 0 ' 1 3 C M 0 / A L E N . 9 0 1 0 4 J O B # : 1 3 H S 1 3 8 F T Y P E S Y 4 2 Job:(13HS138F) SOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F 1 4 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 4x2 SP _#2_N_12A Bot chord 4x2 SP #2 N 12A Webs 4x2 SP _#3~ 12A D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . =3X6 =1X4(R) 1 1 1 1 X 4 1 1 1 1 X 4 = 3 X 6 I ~ 1 = 3 X 4 = 3 X 4 1---- - - + - - - - - - - - - - - - - - - - - - 7 ' 1 0 - 1 / 1 6 " - - - - - - - - - - - - - - - - - - - + - - _ _ _ , f~j \ 4 R=503# W= ? - 1 / 4 " (Rigid Surfac e ) R = 5 0 1 # W = S - 1 1 / 1 6 " ( R i g i d S u r f a c e ) DESC. = F14 PL T. TYP.-WAVE .. ·. FLORIDA QUALITY TRUSS :-~~~-:~:=~:r~~=~r=~~.==-~~~==~J rEr..: t')5.Jl '175-3384 FAX: (954) 978-8980 :H20 N. W. 16th TERRA('[; POMI'ANO IlEAC II, FL .HOM DESIGN CRI T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T I R T • 1 2 % ( 0 % ) 1 1 ( 0 ) ~m~~~ ~ ~ s 1 t e i l i i l o i N ' G ' c o M P O N E N T . s A F E T Y I N ' F c i R M A T i o N ' ~ P U B L i s f i l i o " e i ' . Y ' T P i ' t T R u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . • S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED. T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .. SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 1 1 8 1 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K J H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P 1 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . S E Q = 6 0 2 0 0 8 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 1 . 0 0 0 0 T C L L 4 0 . 0 p s f R E F T C D L 2 0 . 0 p s f 0 5 - 1 6 - 2 0 . 1 3 B C D L 5 . 0 p s f B C L L O . O p s f C M T O T . L D . 6 5 . 0 p s f 0 / A L E N . 7 1 0 0 1 D U R . F A C . 1 . 0 0 J O B # : 1 3 H S 1 3 8 F S P A C I N G 2 4 . 0 " T Y P E S Y 4 2 Job:(13HS138F) SOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F 1 5 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . Top chord 4x2 SP _#2_N_12A Bot chord 4x2 SP #2 N 12A Webs 4x2 SP _#3~ 12A T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . 1 1 1 1 X 4 I ;r 1 r--- + - - - - - - - - - - - - - - 6 ' 9 - 1 3 / 1 6 " - - - - - - - - - - - - - - - - + - ~ f~j R=437# W= ? - 1 / 4 " (Rigid Surfac e ) DESC. = F15 PLT. TYP.-WAVE ·-FLORIDA QUALITY TRUSS L~~=~=-~-·---7-~:---.. -::-~ ... -~ l'.hL: ('J54) 975-3.184 FAX: (9.'!4) 978-R980 3120 N.W. 16th l'ERIL\.tT l'OMI'ANO BEACH, FL .130M DESIGN CR I T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T • 1 2 % ( 0 % ) 1 1 ( 0 ) ~m~"jl ~ ~ ; s 1 ( s u l i : o i N ' G ' c o M P O N E N T . s ' A F ' e l - v i N ' F o R M A r i O ' N l . P U B L I S H E o · a · v ' T P I . ( r R u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L V A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G "IMPORT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 4 3 5 # W = 4 - 9 / 1 6 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 4 0 . 0 p s f T C D L 2 0 . 0 p s f B C D L 5 . 0 p s f B C L L O . O p s f T O T . L D . 6 5 . 0 p s f D U R . F A C . 1 . 0 0 S P A C I N G 2 4 . 0 " - ~ \ . S E Q = 6 0 2 0 0 9 S C A L E = 1 . 0 0 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 6 0 9 1 3 J O B # : 1 3 H S 1 3 8 F T Y P E S Y 4 2 Job:(13HS138F) BOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F 1 6 B T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . Top chord 4x2 SP _#2_N_ 12A Bot chord 4x2 SP #2 N 12A Webs 4x2 SP ]13~ 12A T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . =3X5 =1X4(R) 1 1 1 1 X 4 1 1 1 1 X 4 = 3 X 5 FffS[ T ~ ~ ~ 1 lr:::!=tl ~ _ l _ = 3 X 4 :::::=-:::::: I L J I L J f - ~ j = 3 X 4 c = = : J I - + - l m 1 1 1 2 M l _ : : : : > < : : : : : : > < : : : : I f----- + - - - - - - - - - - - - - - 6 ' 9 - 1 / 4 " 8 " - - - 1 ~ 7 ' 5 - 1 / 4 " - - - - - - - - - - - - - - - - - - - ~ R=426# W= 7 - 1 / 4 " (Rigid Surfac e ) DESC. = F16B PL T. TYP.-WAVE "~ FLORIDA QUALITY TRUSS [~~~=~~~~~=~-=~=~-~-=] I'EI.' ('1$4) '175-J.It\4 FAX: (954) 978-8980 :ll20N.W. !6rhTFR.IlACE l'OMJ'ANO 1\F.:ACII, FL .13064 OESIGNCRI T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 1 F T / R T • 1 2 % ( 0 % V 1 ( 0 ) Q T Y = 1 T O T A L = 1 ~M~~~ ~ ~ S I ~ ~ ~ ~ g ~ r \ ' ~ ~ ~ ~ ~ r \ ' E ~ ~ T : ! ~ E ~ ~ ~ ~ ~ ~ ~ t , B ~ ~ ~ ~ ~ ~ ~ L ~ ~ ~ ~ g L ~ ~ " r p ~ 7 f ~ ~ ~ · ~ ~ ; ; : i ~ k N T ~ T ~ ~ ~ - B R A C I N G 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N l . . F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .. SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 1 1 6 G A ( W , H I S S I K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K J H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D . U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . R = 5 2 0 # W = 6 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . 4 0 . 0 p s f 2 0 . 0 p s f 5 . 0 p s f O . O p s f 6 5 . 0 p s f 1 . 0 0 S P A C I N G 2 4 . 0 " \ 0 S E Q = 6 3 5 8 4 7 S C A L E = 1 . 0 0 0 0 R E F D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . 6 0 9 0 4 J O B # : 1 3 H S 1 3 8 F T Y P E S Y 4 2 Job:(13HS138F) SOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F 1 6 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 4x2 SP _#2_N_12A Bot chord 4x2 SP #2 N 12A Webs 4x2 SP _113~ 12A D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . 1 1 1 1 X 4 = 3 X 5 T :-r-~ 1 = 3 X 4 f---- - + - - - - - - - - - - - - - - - 6 ' 7 - 3 / 4 " - - - - - - - - - - - - - - - - - + - - - l f~j R=425# W= ? - 1 / 4 " (Rigid Surfac e ) DESC. = F16 PLT. TYP.-WAVE .• .. :.. ··~ FLORJDA QUALITY TRUSS c-=~~~:~=.I:~---=--··;l I'El.: (954) 'l75-3.lH4 FAX: (954) 97M-R980 :1120 N.W. 16th TERRACE POMI'ANO m::At:/1, FL 33(164 DESIGN CRI T • F B C 1 0 H V H Z R E S f T P 1 · 2 0 0 7 F T / R T • 1 2 % ( 0 % ) 1 1 ( 0 ) ~m~~~ ~ ~ s 1 ( s u i l ' D I N " G ' c o M P O N E N T . s ' A F ' e T Y J N F O R M A T i o N ~ P u a l i s H ' E o ' 8 - t - r P I . ( r R u s s ' P L A T E I N S T I T U T E , 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N O R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADISO N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORTA N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .. SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORMA N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORMS W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 4 2 4 # W = 4 - 1 / 2 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 4 0 . 0 p s f T C D L 2 0 . 0 p s f B C D L 5 . 0 p s f B C L L O . O p s f T O T . L D . 6 5 . 0 p s f D U R . F A C . 1 . 0 0 S P A C I N G 2 4 . 0 " S E Q = 6 0 2 0 1 1 S C A L E = 1 . 0 0 0 0 R E F \ 1 • 1 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 6 0 7 1 2 J O B # : 1 3 H S 1 3 8 F T Y P E S Y 4 2 Job:(13HS138F) SOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F 1 3 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 4x2 SP _#2_N_12A Bot chord 4x2 SP #2 N 12A Webs 4x2 SP _713~ 12A ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 1 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . ( H 2 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 2 ) 2 x 8 S P S S s u p p o r t i n g m e m b e r . Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Truss must be installed as shown with top chord u p . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . f - - - - - - - - - 2 ' 6 " - - - - - - - - - 1 1 1 1 1 X 4 I , 1 1112X4 = 3 X 4 = 3 X 4 1 1 1 2 X 4 1--- - - - - - - - - - - - - - - - - 6 ' 3 - 1 / 2 " - - - - - - - - - - - - - - - - - - - 1 DESC. = F13 PL T. TYP.-WAVE .-. "" -~ FLORIDA QUALITY TRUSS ~-I.·· -: ~=::·:Ar·=-::::1 I'U .: ('1.54) 975-J3J:I.I FAX: (95-1) 978-8980 JI20N.W. !6th TERRACE l'OMP.-\NO !llo:AC/1, FL .H064 R=409# H = H1 DESIGN CR I T • F B C 1 0 H V H Z R E S f T P 1 - 2 0 0 7 F T I R T • 1 2 % ( 0 % ) 1 1 ( 0 ) ~m~~~ ~ ~ S I r s u l l o i N ' G ' C O M P O N E N T ' S A F E T v ' i ' i . J ' F ' c i i i M A T i o N ~ P U B L I S H E o " i i · t r P i ' r r r i u s s ' P L A T E I N S T I T U T E , 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 1 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 1 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S U T P I 1 S E C . 2 . R = 4 0 9 # H = H 2 R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L 4 0 . 0 p s f T C D L 2 0 . 0 p s f B C D L S . O p s f B C L L O . O p s f T O T . L D . 6 5 . 0 p s f D U R . F A C . 1 . 0 0 S P A C I N G 2 4 . 0 " l . ~ ~ ( ~ ' S E Q = 6 1 0 8 3 1 S C A L E = 1 . 0 0 0 0 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 6 0 3 0 8 J O B # : 1 3 H S 1 3 8 F T Y P E S Y 4 2 Job:(13HS138F) SOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F G 2 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP _#2_N_ 12A Bot chord 2x4 SP #2 N 12A :83 2x8 SP SS: Webs 2x4 SP ]13_::_ f2A :W1 2x6 SP SS: Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . Special loads ------(Lumber Dur.Fac.=1.00 I Plate Dur.Fac.=1.0 0 ) TC-From 120 plf at 0.00 to 120 plf at 20.98 BC-From 10plfat O.OOto 10plfat21.44 BC-420.00 lb Cone. Load at 16.38,18.38 BC-1181.00 lb Cone. Load at 18.10 BC-1119.00 lb Cone. Load at 19.13 BC-1538.00 lb Cone. Load at 20.40 2 C o m p l e t e T r u s s e s R e q u i r e d N a i l S c h e d u l e : 0 . 1 2 8 " x 3 " , m i n . n a i l s T o p C h o r d : 1 R o w @ 1 2 . 0 0 " o . c . B o t C h o r d : 1 R o w @ 5 . 5 0 " o . c . W e b s : 1 R o w @ 4 " o . c . U s e e q u a l s p a c i n g b e t w e e n r o w s a n d s t a g g e r n a i l s i n e a c h r o w t o a v o i d s p l i t t i n g . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s i n o n - c o n c u r r e n t l i v e l o a d . E ? s D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . { ~ > T h e T C o f t h i s t r u s s s h a l l b e b r a c e d w i t h a t t a c h e d s p a n s a t 2 4 " O C i n l i e u o f s t r u c t u r a l s h e a t h i n g . T 1'4' j__ 1----- - - - - - - - - - 2 0 ' 1 1 - 3 / 4 " ~ I 1113X4 = 3 X 4 = 5 X 6 = 4 X 1 2 1 1 1 2 X 4 1 1 1 3 X 6 ( R ) ;W1 f $ S i = t ~ 1 1 1 2 ~ 1112X4 1 1 1 2 X 4 1 1 1 4 X 8 ( R ) ~ 1----- 6 ' 4 - 3 / 4 " 9 ' 1 1 " 5 ' 1 - 1 / 2 " - - - 1 2 1 ' 5 - 1 1 4 " ~ - - - . - 7 - 1 / 4 " - - ' - - R=403# W=5-3/4" (Rigid Surface) R = 1 0 0 2 # W = 6 " ( R i g i d S u r f a c e ) R = 3 4 3 9 # W = 4 " ( R i g i d S u r f a c e ) R = 2 6 8 7 # W = 5 - 1 / 2 " ( R i g i d S u r f a c e ) DESC. = FG2 PL T. TYP.-WAVE ~ .. '"-~--·~8:."~_::~ .. FLORIDA QUALITY TRUSS c~~~=r-~...,.--'1 TEL: (?.'>4) 975-3384 FA X: (954) 97H-R9RO 3120N.W.I61hTcR.RACE I'OMPANO BEA<.:H, FL.l3064 DESIGN CR I T • F B C \ O H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % Y 1 ( 0 ) Q T Y = 1 P L I E S = 2 T O T A L = 2 ~m~~~ ~ ~ S I ( ~ ~ ~ E f ~ ~ ~ 6 ~ ~ : : E ~ ~ r ~ : ~ \ ~ ~ r c ; ~ ~ t $ 1 ~ ~ t ~ ~ ~ L I ~ ~ ~ g ~ ~ ~ P ~ 7 f ~ ~ ~ - ~ ~ ; ; : T ~ k ~ ? T ~ ~ ~ - B R A C I N G . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N . W 1 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 1 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . 4 0 . 0 p s f 2 0 . 0 p s f 5 . 0 p s f O . O p s f 6 5 . 0 p s f 1 . 0 0 S P A C I N G 2 4 . 0 " S E Q = 6 3 5 8 0 6 S C A L E = 0 . 2 5 0 0 R E F D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . 2 1 0 5 0 4 J O B # : 1 3 H S 1 3 8 F T Y P E F L A T Job:(13HS138F) SOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F G 1 0 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP #1 Dense Bot chord 2x6 SP SS Webs2x4SP #3 12A:W1,W102x6SPS S : :W2, W9 2x4 SP#1 Dense: :W4, W7 2x4 SP _#2 _ N _ 1 2 A : Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . Special loads ------(Lumber Dur.Fac.=1.00 I Plate Dur.Fac.=1.0 0 ) TC-From 60 p~ at 0.00 to 60 p~ at 18.17 BC-From 5 plf at 0.00 to 5 plf at 1.15 3 C o m p l e t e T r u s s e s R e q u i r e d N a i l S c h e d u l e : 0 . 1 2 8 " x 3 " , m i n . n a i l s T o p C h o r d : 1 R o w @ 1 2 . 0 0 " o . c . B o t C h o r d : 2 R o w s @ 6 . 0 0 " o . c . ( E a c h R o w ) W e b s : 1 R o w @ 4 " o . c . R e p e a t n a i l i n g a s e a c h l a y e r i s a p p l i e d . U s e e q u a l s p a c i n g b e t w e e n r o w s a n d s t a g g e r n a i l s i n e a c h r o w t o a v o i d s p l i t t i n g . F 2 s s 1 0 I . . . , BC-From 590 p~ at 1.15 to 590 plf at 17.15 BC-From 5plfat17.15to 5plfat18.17 ( ' ' ' ) 2 0 g a g e M e t a l P l a t e o r s t r a p , o r e q u i v a l e n t r e q u i r e d t o d i s t r i b u t e r e a c t i o n a t j o i n t . R e f e r t o d e t a i l R I G I N S R T 1 2 1 0 f o r m o r e i n f o r m a t i o n . Deftection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . The TC of this truss shall be braced with attache d s p a n s a t 2 4 " O C i n l i e u o f s t r u c t u r a l s h e a t h i n g . ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 2 ) 2 x 8 S P S S s u p p o r t i n g m e m b e r . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . W1 T ~ ~ _j___ ~ ~ ~ = e i a ~ ~ • t r 1113X6 - 5 X 1 2 = 5 X 6 = H 0 7 1 4 = 5 X 1 2 1 1 1 3 X 6 1---- - - - - - - - - - - - - - - - - - - 1 8 ' 2 " - - - - - - - - - - - - - - - - - - - - - - 1 R=5238# DESC. = FG10 PL T. TYP.-WAVE ~ .... "" ···-~-.. :._-~:'-:}ct. FLORIDA QUALITY TRUSS L'~:~~~~~-=.J.< >'J n:L: 1">->4) '>75-3.184 FAX: (9.>4) !178-8980 3120N,W. ll>cbTERRACE I'OMJ.'ANO l.lr:ACH, FL.l)064 DESIGN CR r T • F B C T O H V H Z R E S I T P I - 2 0 0 7 F T I R T • 2 0 % ( 0 % Y 1 ( 0 ) Q T Y = 1 P L I E S = 3 T O T A L = 3 ~~~~~ ~ ~ s ~ ~ ~ ~ ~ g ~ ~ J ~ 6 ~ ~ ~ W E ~ ~ I ~ ~ E \ 7 i ~ ~ 6 ~ J ! ~ ~ ~ z : ~ ~ ~ L I ~ ~ ~ g L ~ ~ ~ P ~ 7 f ~ ~ ~ · ~ ~ ; J : ~ ~ k ~ ~ T t ~ g . B R A C I N G . 218 NORTH L E E S T R , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W 1 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 1 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R , P E R A N S I / T P I 1 S E C . 2 . R = 5 3 0 3 # H = H 1 R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . S P A C I N G 4 0 . 0 p s f 2 0 . 0 p s f 5 . 0 p s f O . O p s f 6 5 . 0 p s f 1 . 0 0 2 4 . 0 " S E Q = 6 3 5 8 0 3 S C A L E = 0 . 3 7 5 0 R E F D A T E 0 5 - 1 6 - 2 0 ' 1 3 D R W G C M 0 / A L E N . 1 8 0 2 0 0 J O B # : 1 3 H S 1 3 8 F T Y P E F L A T Job:(13HS138F) BOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F G 1 Top chord 2x4 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #1 Dense :W 1, W7, W 11, W17 2 x 6 S P S S : T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T 3 C o m p l e t e T r u s s e s R e q u i r e d E ? s s :W3, W9, W15 2x4 SP _#3_12A: :W4, W5, W13, W 1 4 2 x 4 S P _ # 2 _ N _ 1 2 A : Special loads ------(Lumber Dur.Fac.=1.00 I Plate Dur.Fac.=1.0 0 ) TC-From 124 p~ at 0.00 to 124 plf at 3.81 N a i l S c h e d u l e : 0 . 1 2 8 " x 3 " , m i n . n a i l s T o p C h o r d : 1 R o w @ 1 . 2 5 " o . c . B o t C h o r d : 1 R o w @ 3 . 2 5 " o . c . \ < l / ' TC-From 636 plf at 3.81 to 636 plf at 14.94 TC-From 124 p~ at 14.94 to 124 plf at 16.94 TC-From 466 plf at 16.94 to 466 p~ at 17.83 BC-From 10 plf at 0.00 to 10 plf at 7.02 BC-From 10 plf at 7.02 to 10 plf at 17.83 TC-8943 00 lb Cone. Load at 2.81 TC-1255.00 lb Cone. Load at 15.94 BC-333.00 lb Cone. Load at 2.94 BC-393.00 lb Cone. Load at 4.44, 6.44 BC-334.00 lb Cone. Load at 8.44 BC-1324.00 lb Cone. Load at 10.35,12.35,14.3 5 , 1 6 . 3 5 (I) -plates so marked were sized using a Fabricat i o n T o l e r a n c e o f 0 % a n d a R o t a t i o n a l T o l e r a n c e o f 0 d e g r e e s . W e b s : 1 R o w @ 4 " o . c . R e p e a t n a i l i n g a s e a c h l a y e r i s a p p l i e d . U s e e q u a l s p a c i n g b e t w e e n r o w s a n d s t a g g e r n a i l s i n e a c h r o w t o a v o i d s p l i t t i n g . ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 5 ) 2 x 8 S P S S s u p p o r t i n g m e m b e r . • • T h e m a x i m u m c o n c e n t r a t e d l o a d i s 8 9 4 3 # • • A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 6 . 0 psf. wind BC DL=3.0 psf. GCpi(+l-)=0.18 Wind loads based on MWFRS with additional C& C m e m b e r d e s i g n & r e a c t i o n s . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . Truss must be installed as shown with top chord u p . The TC of this truss shall be braced with attached s p a n s a t 2 4 " O C i n l i e u o f s t r u c t u r a l s h e a t h i n g . 1 - - - - - - - - - - - - - - - 1 7 ' 1 0 " - - - - - - - - - - - - - - 1 T 1 ' 4 ~ j _ 1 - - - - - - - 7 ' 3 " 1 0 ' 7 " - - - - - - - 1 - - - - - - - 7 ' 0 - 1 / 4 " - - - - - - - 7 ' 0 - 1 / 4 " - - - - - 1 R = 4 5 5 1 # U = 9 4 9 # R = 1 5 7 5 5 # U = 2 1 4 6 # W = 5 - 1 / 2 " ( R i g i d S u r f a c e ) R = 5 0 3 3 # U = 8 2 7 # H = H 1 DESC. = FG1 PLT. TYP.-WAVE _,'Ill_· --... ,, ... ,, ... ,, . :•---~· -~--... :·o,.. FLORIDA QUALITY TRUSS r·-.~;---~·,=r.~-·--:;:~:::..-::~:::3 l'EJ ,, (')54) '/75-338-1 FAX: (954) 978-8980 3120 N. W. 16th TERRACE 1'0!\IJ'ANO .1\li.AC.:H, FL 3~064 DESIGN CRI T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T o r . 2 0 % ( 0 % ) / 1 ( 0 ) ~'m~'il ~ ~ ~ s 1 , 8 l ! i l ' D I N ' G ' c o M P O N E N T . s ' A F r n ' i N F ' o F i M I \ T i o N ~ P U B L i s i i ' E i : l ' B ' Y ' T P I · , ; : R u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADISO N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .. SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . S E Q = 6 2 0 4 9 9 R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 S C A L E = 0 . 2 5 0 0 T C L L 4 0 . 0 p s f R E F T C D L 2 0 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 5 . 0 p s f B C L L O . O p s f C M T O T . L D . 6 5 . 0 p s f 0 / A L E N . 1 7 1 0 0 0 D U R . F A C . 1 . 0 0 J O B # : 1 3 H S 1 3 8 F S P A C I N G 2 4 . 0 " T Y P E F L A T Job:(13HS138F) SOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F G 3 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP #1 Dense Bot chord 2x6 SP SS Webs 2x4 SP #3 12A :W1, W9 2x6 SP SS: :W2, W8 2x4 SP#1 Dense: S p e c i a l l o a d s - - - - - - ( L u m b e r D u r . F a c . = 1 . 0 0 I P l a t e D u r . F a c . = 1 . 0 0 ) T C - F r o m 1 2 0 p l f a t 0 . 0 0 t o 1 2 0 p l f a t 1 5 . 0 0 B C - F r o m 1 0 p l f a t 0 . 0 0 t o 1 0 p ~ a t 1 5 . 0 0 B C - 5 8 4 . 9 2 l b C o n e . L o a d a t 5 . 5 6 Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . Deflection meets L/360 live and L/240 total load. B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s i n o n - c o n c u r r e n t l i v e l o a d . The TC of this truss shall be braced with attache d s p a n s a t 2 4 " O C i n l i e u o f s t r u c t u r a l s h e a t h i n g . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . =6X10 T ;r l = 6 X 8 = 6 X B = 5 X 8 I /\V 1 5 ' l l l t J R=1343# W=4" (Rigid Surface) DESC. = FG3 PLT. TYP.-WAVE ,,M :,.._ __ :.:-. FLORIDA QUALITY TRUSS L=~~I~~=-=-~:::.~~.:r;~~7J l'l::L: (?54) 'J75..,'U84 FAX: (954) 9711-8980 3120 1'0, W. 16th TI!RRACE I'OMJ'ANO BEACH, FL .13064 DESIGN CR I T • F B C 0 7 H V H Z R E S f T P I - 2 0 0 2 F T / R T • 2 0 % ( 0 % } 1 1 ( 0 ) ~~~~~ ' l ~ s 1 ( s u i l o i N " G ' c a M P o N " E ' N i - ' s A " F ' E ' T v l i . J ' F c i i i , . ; , A ' T i o N ' ~ P U B L i s f i i i o " B ' v " T P I ' ( T R u s s · P L A T E I N s T I T U T E , 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 1 1 8 1 1 6 G A ( W , H I S S I K ) A S T M A 6 5 3 G R A D E 4 0 1 6 0 ( W , K J H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . R = 1 1 9 2 # W = 4 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 4 0 . 0 p s f T C D L 2 0 . 0 p s f B C D L 5 . 0 p s f B C L L O . O p s f T O T . L D . 6 5 . 0 p s f D U R . F A C . 1 . 0 0 S P A C I N G 2 4 . 0 " ~ l : ' 0 · S E Q = 6 0 2 0 1 6 S C A L E = 0 . 5 0 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 1 5 J O B # : 1 3 H S 1 3 8 F T Y P E F L A T Job:(13HS138F) BOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F G 5 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS Bot chord 2x6 SP SS Webs 2x4 SP #3 12A :W1, W12 2x6 SP SS : :W2, W4, W9, W11 :2X4 SP #1 Dense: Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 / 2 0 1 2 b y A L S C . Special loads ------(Lumber Dur.Fac.=1.00 I Plate Dur.Fac.=1.00 ) TC-From 160 plf at 0.00 to 160 plf at 5.94 TC-From -60 plf at 5.94 to -60 plf at 7.94 TC-From 1112plfat 7.94to1112p~at13.65 BC-From 5 plf at 0.00 to 5 plf at 13.65 3 C o m p l e t e T r u s s e s R e q u i r e d N a i l S c h e d u l e : 0 . 1 2 8 " x 3 " , m i n . n a i l s T o p C h o r d : 1 R o w @ 1 . 2 5 " o . c . B o t C h o r d : 1 R o w @ 1 2 . 0 0 " o . c . W e b s : 1 R o w @ 4 " o . c . R e p e a t n a i l i n g a s e a c h l a y e r i s a p p l i e d . U s e e q u a l s p a c i n g b e t w e e n r o w s a n d s t a g g e r n a i l s i n e a c h r o w t o a v o i d s p l i t t i n g . 4 " o . c . s p a c i n g o f n a i l s p e r p e n d i c u l a r a n d p a r a l l e l t o g r a i n r e q u i r e d i n a r e a o v e r b e a r i n g s g r e a t e r t h a n 4 " F ? s 5 ( J l ) C · · TC-2312.00 lb Cone. Load at 5.94, 7.94 ( " " ) 2 p l a t e ( s ) r e q u i r e s p e c i a l p o s i t i o n i n g . R e f e r t o s c a l e d p l a t e p l o t d e t a i l s f o r s p e c i a l p o s i t i o n i n g r e q u i r e m e n t s . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . The TC of this truss shall be braced with attached s p a n s a t 2 4 " O C i n l i e u o f s t r u c t u r a l s h e a t h i n g . 1 7 0 m p h w i n d , 1 5 . 0 0 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 6 . 0 p s i , w i n d B C D L = 3 . 0 p s i . G C p i ( + l - ) = 0 . 1 8 T W1 =5X14 = 3 X 4 W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . = 5 X 1 4 ;r IIIII' = = = - = - - = = v : ' 1 = = - = = - - = - = - l 1 ' / r / " f , , r r ~ 1 ' ~ ' l l l l l w 1 2 1 = 4 X 1 2 = 5 X 1 2 = 5 X 1 2 = 4 X 1 2 ov 1 3 ' 7 - 3 / 4 " " ' " " ' ' R=4319# U=535# W= S - 3 / 4 " (Rigid Surface) DESC. = FG5 PL T. TYP.-WAVE •. v ~1.. ' FLORIDA QUALITY TRUSS r~=~-~=:=:_::~~:=.r·~-~~:c_.:.~:~~~, Tl::J .: ('JS4) 975··3384 FAX: (95~) 971!-8980 :1120N.W. 16<hTE.RRACE 1'01\\!'ANO BEACH, FL.DI!64 DESOGNCR O T • F B C O O H V H Z R E S I T P 0 - 2 0 0 7 F T / R T • 2 0 % ( 0 % V 1 ( 0 ) Q T Y = 1 P L I E S = 3 T O T A L = 3 ~m~~~' l ~ s 1 ( s u l l o i N ' G ' c a i . 1 P a N ' E ' N r ' s ' A F " e ' T Y ' I N ' F o i i M A T I O N ~ P U B L i s H i i o l i ' v ' T P I ' i r F i u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADISO N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORTA N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORMA N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORMS W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 7 5 5 1 # U = 5 3 5 # W = 6 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . 4 0 . 0 p s f 2 0 . 0 p s f 5 . 0 p s f O . O p s f 6 5 . 0 p s f 1 . 0 0 S P A C I N G 2 4 . 0 " S E Q = 6 0 2 0 1 7 S C A L E = 0 . 5 0 0 0 R E F D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . 1 3 0 7 1 : ? J O B # : 1 3 H S 1 3 8 F T Y P E F L A T Job:(13HS138F) SOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F G 1 1 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x6 SP SS Webs 2x4 SP _#3_12A Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . Special loads ------(Lumber Dur.Fac.=1.00 I Plate Dur.Fac.=1.0 0 ) TC-From 466 plf at 0.00 to 466 plf at 1.33 TC-From 124 plf at 1.33 to 124 plf at 4.83 2 C o m p l e t e T r u s s e s R e q u i r e d E ? S N a i l S c h e d u l e : 0 . 1 2 8 " x 3 " , m i n . n a i l s T o p C h o r d : 1 R o w @ 2 . 5 0 " o . c . B o t C h o r d : 1 R o w @ 3 . 2 5 " o . c . W e b s : 1 R o w @ 4 " o . c . U s e e q u a l s p a c i n g b e t w e e n r o w s a n d s t a g g e r n a i l s i n e a c h r o w t o a v o i d s p l i t t i n g . t 7 u L ' - BC-From 5 plf at 0.00 to 5 plf at 4.83 TC-724.00 lb Cone. Load at 2.23 TC-683.00 lb Cone. Load at 4.23 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 4 . 5 0 f t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D l = 6 . 0 p s f , w i n d B C D l = 3 . 0 p s f . G C p i ( + l - ) = 0 . 1 8 BC-955.00 lb Cone. Load at 1.31 BC-941.00 lb Cone. Load at 3.31 Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . The TC of this truss shall be braced with attached s p a n s a t 2 4 " O C i n l i e u o f s t r u c t u r a l s h e a t h i n g . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 5 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . ( H 2 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 5 ) 2 x 8 S P S S s u p p o r t i n g m e m b e r . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . = 3 X 4 1 1 1 2 X 4 1114XB(R) 1 1 1 4 X 8 ( R ) !--- - - - - - - - - - - 4 ' 1 0 " - - - - - - - - - - - - - - 1 R=2172# U= 3 7 8 # H = H1 R = 2 2 1 0 # U = 3 7 8 # H = H 2 DESC. = FG11 PL T. TYP.-WAVE ,"•.., FLORJDA QUALITY TRUSS i :-_=I==~~:.I~_: :~-::--:::1 I'El.: ('>5-4) 'J75-.J384 FAX: (954) 978-8980 3!2-0N.W. l6thTERHACE POMPANO lli!.AC.:II, Fl.. 33064 DESIGN CRI T 0 1 F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~1t1~fi l ~ ~ ~ s 1 , 8 i J ~ ' D I N ' G ' c o M P O N E N T . s ' A F ' E " T v l i . J ' F ' a R M A r i o r : J ~ P u i i ' L i s f i ' l i o s v ~ , p ; · , r r i u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H . S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P 1 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R , P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 4 0 . 0 p s f T C D L 2 0 . 0 p s f B C D L 5 . 0 p s f B C L L O . O p s f T O T . L D . 6 5 . 0 p s f D U R . F A C . 1 . 0 0 S P A C I N G 2 4 . 0 " S E Q = 6 0 2 0 2 0 S C A L E = 1 . 0 0 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 4 0 8 0 0 J O B # : 1 3 H S 1 3 8 F T Y P E F L A T Job:(13HS138F) SOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I F G 1 2 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x6 SP SS Webs 2x4 SP _#3_12A Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . Special loads ------(Lumber Dur.Fac.=1.00 I Plate Dur.Fac.=1.0 0 ) TC-From 466 plf at 0.00 to 466 plf at 1.33 TC-From 124p~at 1.33to 124plfat 4.83 2 C o m p l e t e T r u s s e s R e q u i r e d N a i l S c h e d u l e : 0 . 1 2 8 " x 3 " , m i n . n a i l s T o p C h o r d : 1 R o w @ 2 . 5 0 " o . c . B o t C h o r d : 1 R o w @ 3 . 2 5 " o . c . W e b s : 1 R o w @ 4 " o . c . U s e e q u a l s p a c i n g b e t w e e n r o w s a n d s t a g g e r n a i l s i n e a c h r o w t o a v o i d s p l i t t i n g . E ? s 1 1 ~ j BC-From 5 plf at 0.00 to 5 plf at 4.83 TC-724.00 lb Cone. Load at 2.23 TC-683.00 lb Cone. Load at 4.23 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 4 . 5 0 f t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 6 . 0 p s i , w i n d B C D L = 3 . 0 p s f . G C p i ( + l - ) = 0 . 1 8 BC-941.00 lb Cone. Load at 1.31, 3.31 W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . The TC of this truss shall be braced with attached s p a n s a t 2 4 " O C i n l i e u o f s t r u c t u r a l s h e a t h i n g . ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 5 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . ( H 2 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 5 ) 2 x 8 S P S S s u p p o r t i n g m e m b e r . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . = 3 X 4 1 1 1 2 X 4 1114X8(R) 1 1 1 4 X 8 ( R ) t---- - - - - - - - - - - 4 ' 1 0 " - - - - - - - - - - - - - - 1 R=2162# U= 3 7 8 # H = H1 R = 2 2 0 7 # U = 3 7 8 # H = H 2 DESC. = FG12 PL T. TYP.-WAVE ·~ FLORIDA QUALITY TRUSS r~-~: ___ .. _ ~r:~·-=r=~~~-.:!.=-~ ·:::::1 I'I·:J..: (')54) 975-:1:184 FAX: (954) 978-8980 JJ20 N.W. l61h TERRACE POMPANO HIOACH, FL.l30M DESIGN CR I T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T I R T = 2 0 % ( 0 % ) / 1 ( 0 ) ~'M~t-j l ~ ~ ~ s 1 ( s u ~ ' D I N ' G ' c o M ? o ' N E ' N r ' ; , ; ; ; e : l - Y i i - J ' F c i R M A r i o i : i ~ r u s l i s i - i ' E o " s v ~ - r P I . < r R u s s · P L A T E I N S T I T U T E , 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y . A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 1 1 8 / 1 6 G A ( W . H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P 1 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 4 0 . 0 p s f T C D L 2 0 . 0 p s f B C D L 5 . 0 p s f B C L L O . O p s f T O T . L D . 6 5 . 0 p s f D U R . F A C . 1 . 0 0 S P A C I N G 2 4 . 0 " S E Q = 6 0 2 0 2 1 S C A L E = 1 . 0 0 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 4 0 8 0 0 J O B # : 1 3 H S 1 3 8 F T Y P E F L A T Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I F G B T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x6 SP SS Webs 2x4 SP _#3_12A Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . Special loads ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 1 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . 1 } ------(Lumber Dur.Fac.=1.00 I Plate Dur.Fac.=1.00 ) TC-From 120 plf at 0.00 to 120 plf at 3.54 BC-From 10 plf at 0.00 to 10 plf at 3.54 T h e T C o f t h i s t r u s s s h a l l b e b r a c e d w i t h a t t a c h e d s p a n s a t 2 4 " O C i n l i e u o f s t r u c t u r a l s h e a t h i n g . BC-804.00 lb Cone. Load at 1.56 =3X5 = 3 X 5 T r = : : = : : l c=:::l ~ = ~ ~ ~ 1 c:::::r t = : j j X ~=3X 4 = 3 X 4 ~ 3 ' 6 - 1 / 2 " - - - - - - - - - - 1 R=680# W=4-1/ 2 " (Rigid Surface) R = 5 8 5 # H = H 1 OESC. = FG8 PLT. TYP.-WAVE ".,·: ·~·" ":· .. FLORlDA QUALITY TRUSS r-:··:-.r:~-=r=:~-:::.:::::::1 I'U .. : (?54) 975-3384 FA X: (954) 97!!-R980 1!20N.W. 16thTERJlAC£ 1'0.1'1-IPANO llt.:At:H, .Fl.. 3)064 DESIGN C R I T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T I R T • 2 0 % ( 0 % Y 1 ( 0 ) Q T Y = 1 T 0 T A L = 1 ~~Nt ~ ~ S I ( ~ ~ ~ f ~ ~ ~ 6 ~ ~ g ' ~ E ~ ~ ~ : ~ ~ ~ ~ ~ ~ ~ : ~ ~ ~ t ~ ~ ~ L - ; : ~ ~ ' f p ~ 7 f ~ ~ · ~ ~ J t T ~ k 1 W T ~ ~ . 8 R A C I N G . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHA L L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFOR M A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFOR M S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 1 1 8 1 1 6 G A ( W , H / S S A < ) A S T M A 6 5 3 G R A D E 4 0 1 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A · Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P 1 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . S E Q = 6 0 2 0 2 2 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 1 . 0 0 0 0 T C L L 4 0 . 0 p s f R E F T C D L 2 0 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 5 . 0 p s f B C L L O . O p s f C M T O T . L D . 6 5 . 0 p s f 0 / A L E N . 3 0 6 0 8 D U R . F A C . 1 . 0 0 J O B # : 1 3 H S 1 3 8 F S P A C I N G 2 4 . 0 " T Y P E F L A T Job:(13HS138F) BOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I F G 6 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x6 SP SS Webs 2x4 SP #3 12A :W1 2x6 SP SS: :Rt Bearing Leg 2x6 SP ss: Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . Bottom chord checked for 10.00 psf non-concurre n t l i v e l o a d . S p e c i a l l o a d s - - - - - - ( L u m b e r D u r . F a c . = 1 . 0 0 I P l a t e D u r . F a c . = 1 . 0 0 ) T C - F r o m 1 2 0 p l f a t O . O O t o 1 2 0 p l f a t 9 . 5 0 B C - F r o m 1 0 p l f a t 0 . 0 0 t o 1 0 p ~ a t 9 . 0 4 B C - 4 8 0 . 8 2 l b C o n e . L o a d a t 2 . 7 3 ( + + ) - T h i s p l a t e w o r k s f o r b o t h j o i n t s c o v e r e d . / ' \ ( ) k . , 1 . . . u Truss must be installed as shown with top chord u p . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T h e T C o f t h i s t r u s s s h a l l b e b r a c e d w i t h a t t a c h e d s p a n s a t 2 4 " O C i n l i e u o f s t r u c t u r a l s h e a t h i n g . 1115X8(R) = 3 X 4 1 1 1 2 X 4 = 6 X 8 ( + + ) T ~ r 8 ;r ~ 1 T 7 - 1 1 4 " 1 r - - - - _ -ttE 1 1 1 5 X 8 ( R ) = 6 X 8 1 1 1 3 X 5 1--- l - - - - - - - - - - - - - - - - - - - - 9 ' 6 " - - - - - - - - - - - - - - - - - - - - - - - 1 1--- - - - - - - - - - - - - - - - 9 ' 0 - 1 / 2 " ~ - - ~ R=948# W=4" (Rigid Surface) DESC. = FG6 PL T. TYP.-WAVE ~ 0 ... . • :•-~ "'"'*"' ,.'_;• ... FLORIDA QUALITY TRUSS r~:-:::~~---:r:-.:::I~~1 T.EL: (?.54) 'l75-3384 FA X: (954) 978-R980 3!20N.W.I6tltT!iRRAt'E I'OMJ'ANO B"EACH, FL 33064 DESIGN CRI T • F B C I O H V H Z R E S I T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % V 1 ( 0 ) Q T Y = 1 T O T A L = 1 ;;m~~~ ~ ~ S I ( = T ~ ~ ~ ~ ~ ~ ~ E ~ T ~ f ~ E ~ ~ ' : N ~ ~ ~ ~ ~ ~ ~ t ~ ~ ~ L ~ ~ ~ ~ ~ L ~ c ; r P i 7 + " ~ ~ ~ - ~ ~ i : ~ ~ k ' W T ~ ~ ~ - B H A C I N G . 218 NORTH L E E S T R . , S U I T E 3 1 2 . A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADISO N . W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED. T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORTA N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .. SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G . H A N D L I N G . S H I P P I N G . I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C . B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 1 1 8 1 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N . P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I I - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . R = 7 6 3 # W = 3 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . S P A C I N G 4 0 . 0 p s f 2 0 . 0 p s f 5 . 0 p s f O . O p s f 6 5 . 0 p s f 1 . 0 0 2 4 . 0 " ~ S E Q = 6 2 2 9 8 9 S C A L E = 0 . 7 5 0 0 R E F D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . 9 0 6 0 0 J O B # : 1 3 H S 1 3 8 F T Y P E F L A T Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I F G 7 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x6 SP SS Webs 2x4 SP _#3_12A Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . Special loads ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 1 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s i n o n - c o n c u r r e n t l i v e l o a d . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . { ; i ' < J . • l ~ 1 . , . . ------(Lumber Dur.Fac.= 1.00 I Plate Dur.Fac.= 1.00 ) TC· From 60 p~ at 0.00 to 60 p~ at 4.75 BC-From 5 plf at -0.08 to 5 plf at 4.75 T h e T C o f t h i s t r u s s s h a l l b e b r a c e d w i t h a t t a c h e d s p a n s a t 2 4 " O C i n l i e u o f s t r u c t u r a l s h e a t h i n g . BC-408.96 lb Cone. Load at 0.90, 2.90 (I- 4 ' 9 " - - - - - - - - - - - - - - - - - - - - 1 =3X4 1 1 1 2 X 4 m B I In ! E l T 5-112" 1 u S§EI112X 4 = 3 X 4 r--t - - - - - - - - - - 4 ' 1 0 " - - - - - - - - - - - - - 1 1~1 R=646# W=4" (Rigid Surface) R = 4 8 1 # H = H 1 DESC. = FG7 PLT. TYP.-WAVE "-.... ,._. ... _""-:;.... FLORIDA QUALITY TRUSS [· ·· .. ,.r==:::~:---::::-.:2] I"H .. ! ('JS.&) 975-331!4 fA X! (954) 97!1-8980 JI20N.W. 16th TERRACE I'OMPANO ll!CACH, FL 330M DESIGN CRI T • F B C 1 0 H V H Z R E S f T F ' I - 2 0 0 7 F T I R T • 2 0 % ( 0 % ) 1 1 ( 0 ) Q T Y = 1 T O T A L = 1 *'WARNIN G . . I R U S S E S R E Q U I R E E X T R E M E C A R E I N F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S i A L L I N G A N D B R A C I N G . ReFER·ro ll C S I ( B U I L D I N G C O M P O N E N T S A F E T Y I N F O R M A T I O N ) , P U B L I S H E D B Y T P I ( T R U S S P L A T E I N S T I T U T E , 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADISO N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMI'ORT A N , . ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORMA N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORMS W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 1 1 8 / 1 6 G A ( W , H / S S I K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S V T P I 1 S E C . 2 . S E Q = 6 2 2 9 8 7 R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 S C A L E = 1 . 0 0 0 0 T C L L 4 0 . 0 p s f R E F T C D L 2 0 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 5 . 0 p s f B C L L O . O p s f C M T O T . L D . 6 5 . 0 p s f 0 / A L E N . 4 0 9 0 0 D U R . F A C . 1 . 0 0 J O B # : 1 3 H S 1 3 8 F S P A C I N G 2 4 . 0 " T Y P E F L A T Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I G 3 G T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP #1 Dense :T2, T3 2x6 SP SS: Bot chord 2x6 SP SS Webs 2x4 SP #3 12A :Lt Level Return 2x4 SP _#3_12A::Rt Level Retur n 2 x 4 S P _ # 3 _ 1 2 A : Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . Special loads ------(Lumber Dur.Fac.=1.00 I Plate Dur.Fac.=1.00) TC-From 92 p~ at -1.33 to 92 plf at 1.94 TC-From 46 p~ at 1.94 to 46 p~ at 6.00 5 C o m p l e t e T r u s s e s R e q u i r e d N a i l S c h e d u l e : 0 . 1 2 8 " x 3 " , m i n . n a i l s T o p C h a n d : 1 R o w @ 4 . 2 5 " o . c . B o t C h o r d : 2 R o w s @ 5 . 0 0 " o . c . ( E a c h R o w ) W e b s : 1 R o w @ 4 " o . c . R e p e a t n a i l i n g a s e a c h l a y e r i s a p p l i e d . U s e e q u a l s p a c i n g b e t w e e n r o w s a n d s t a g g e r n a i l s i n e a c h r o w t o a v o i d s p l t t t i n g . I n a d d i t i o n a p p l y ( 1 ) 1 1 2 " b o l t a t e a c h b o t t o m c h o r d j o i n t l o c a t i o n . § s > s s f l ' l \ TC-From 357 p~ at 6.00 to 357 plf at 15.83 TC-From 46 plf at 15.83 to 46 plf at 18.62 TC-From 92 plf at 18.62 to 92 plf at 22.67 BC-From 10 plf at 0.00 to 10 p~ at 10.67 BC-From 10 plf at 10.67 to 10 plf at 21.33 1 7 0 m p h w i n d , 1 5 . 0 0 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( + l - ) = 0 . 1 8 D e f l e c t i o n m e e t s U 3 6 0 l i v e a n d L l 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . PLB-From 10plfat-1.29to 10p~at-0.10 PLB-From 10 plf at 21.44 to 10 plf at 22.63 BC-847.98 lb Cone. Load at 1.94,19.40 BC-964.681b Cone. Load at 5.06,16.27 T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n l w i t h d e s i g n g r a v i t y l o a d s . BC-2196.00 lb Cone. Load at 6.12 BC-341.55 lb Cone. Load at 7.06,14.27 BC-346.831b Cone. Load at 9.06,12.27 BC-336.54 lb Cone. Load at 10.27 BC-2186.00 lb Cone. Load at 15.71 PLB-46.30 lb Cone. Load at ( 6.12,1 0.04) (••) 1 plate(s) require special positioning. Refer to s c a l e d p l a t e p l o t d e t a i l s f o r s p e c i a l p o s i t i o n i n g r e q u i r e m e n t s . Wind loads and reactions based on MWFRS. Calculaled vertical deflection is 0.40" due to live lo a d a n d 0 . 6 2 " d u e t o d e a d l o a d a t X = 9 - 4 - 8 . Note: Wind load cases on this truss have multiple d u r a t i o n f a c t o r s w i t h t h e h i g h e s t b e i n g 1 . 3 3 . T 3 ' 0 - 3 / 1 6 " 1 6 - 3 / 1 6 " f - e y " ' N f - 1 2 5 c : : : : : = " " " t ! ! 2 - + - - - - - - - - 1 5 ' 1 0 - 1 3 / 1 6 " - - - - - - - - 1 - ~ ~ 6 ' - t - ~ - - - 9 ' 1 0 " - - - ~ - t - 5 ' 6 " - - - - j t 1 - - - - - - - - - - - - 2 1 ' 4 " - - - - - - - - - - - - - - 1 f - - ~ - - l f - ~ - - l T 3 ' 6 - 1 5 1 1 6 " 1 R = 7 1 6 6 # U = 1 1 9 3 # W = 8 " ( R i g i d S u r f a c e ) R = 7 3 3 4 # U = 1 1 8 8 # W = 8 " ( R i g i d S u r f a c e ) DESC. = G3G PLT. TYP.-WAVE "' .• ·. .. ,.,., ~···· .. .::.·-FLORIDA QUALITY TRUSS L:::._-·r ~ ~L::::---:-::;:-...:::::J l'W.: ('JH) '175-3384 FA X: (9~4) 971!-8980 3!20 N.W. 16th TERRACE l'OMl'ANO HEACH, FL.l3064 DESIGN CRI T • F B C 1 0 H V H Z R E S I T P I · 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~~~~~\ · ~ s r < ~ G ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ E m · S A F E , . Y 7 N F O R M A T , Q N ~ P U B L f S H ' E D ' " B Y V T P I ' ( r R U S S ' P L A T E ' i N S T I T U T E . . . . . ~ ~ · · ~ ~ . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED . T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S V T P I 1 S E C . 2 . S E Q = 6 0 2 0 2 3 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 0 . 1 8 7 5 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 2 1 0 4 0 0 D U R . F A C . 1 . 0 0 J O B # : 1 3 H S 1 3 8 F S P A C I N G 2 4 . 0 " T Y P E C O M N Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I G 6 G Top chord 2x4 SP SS Bot chord 2x8 SP SS Webs 2x4 SP #2 N 12A :W1, W5 2x6 SP S S : :W13, W14, W15-:-W162x4 SP #1 Dense: :W17 2 x 8 S P S S : :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . Special loads ------(Lumber Dur.Fac.=1.00 I Plate Dur.Fac.=1.00 ) TC-From 123 plf at -1.33 to 123 plf at 5.50 TC-From 120 plf at 5.50 to 120 plf at 14.83 TC-From 244 plf at 14.83 to 244 plf at 16.33 TC-From 418 plfat 16.33 to 418 plfat21.15 BC-From 10 plf at 0.00 to 10 plf at 9.03 BC-From 10 plf at 9.03 to 10 plf at 21.15 TC-943.00 lb Cone. Load at 15.19 BC-7240.00 lb Cone. Load at 5.73 BC-2210.00 lb Cone. Load at 15.19 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T 5 C o m p l e t e T r u s s e s R e q u i r e d e $ S t = = : = : s < N a i l S c h e d u l e : 0 . 1 2 8 " x 3 " , m i n . n a i l s T o p C h o r d : 1 R o w @ 3 . 2 5 " o . c . B o t C h o r d : 2 R o w s @ 5 . 5 0 " o . c . ( E a c h R o w ) W e b s : 1 R o w @ 4 " o . c . R e p e a t n a i l i n g a s e a c h l a y e r i s a p p l i e d . U s e e q u a l s p a c i n g b e t w e e n r o w s a n d s t a g g e r n a i l s i n e a c h r o w t o a v o i d s p l i t t i n g . I n a d d i t i o n a p p l y ( 1 ) 1 1 2 " b o l t a t e a c h b o t t o m c h o r d j o i n t l o c a t i o n . 4 " o . c . s p a c i n g o f n a i l s p e r p e n d i c u l a r a n d p a r a l l e l t o g r a i n r e q u i r e d i n a r e a o v e r b e a r i n g s g r e a t e r t h a n 4 " A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . ~ - - - - (••) 1 plate(s) require special positioning. Refer to s c a l e d p l a t e p l o t d e t a i l s f o r s p e c i a l p o s i t i o n i n g r e q u i r e m e n t s . 170 mph wind, 15.00 It mean hgt, ASCE 7-10, CL O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 6 . 0 psi, wind BC DL=3.0 psf. GCpi(+l-)=0.18 Wind loads based on MWFRS with additional C& C m e m b e r d e s i g n & r e a c t i o n s . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . Calculated vertical deflection is 0.45" due to Jive l o a d a n d 0 . 5 9 " d u e t o d e a d l o a d a t X = 9 - 0 - 7 . T 2 ' 9 - 1 1 / 1 6 " 1 6 - 3 / 1 6 " " r . - ~ _ J _ - r l - - - - 5 ' 6 " 1 2 5 ~ 1 8 ' 5 - 1 / 8 " - - - - - - - - - - 1 - ~ - ~ - - - - - - 1 5 ' 7 - 3 / 4 " - - - - - - - - - 1 W 1 7 T ~ ; ( ' * ; g ~ - 4 x 8 1 0 w ~ ~ ~ I 3 ' 4 T " 1 - - - - - - - - - - - - 2 1 ' 1 · 3 / 4 " - - - - - - - - - - - - - < ~ r l ! . . , R = 7 9 8 8 # U = 1 8 3 6 # R L = 2 9 9 / - 4 0 # W = 8 " ( R i g i d S u r f a c e ) R = 6 9 5 1 # U = 1 4 1 4 # W = 5 - 3 / 4 " ( R i g i d S u r f a c e ) ' 1 } DESC. = G6G PL T. TYP.-WAVE S E Q = 6 2 0 5 0 3 ,.-"'· . ., .... __ FLORIDA QUALITY TRUSS L~~=-_I~~~~:L~~=_;-::~-:-~·:~., n.l .. : ('>54) •ns-JJS4 FA X: (954) 97H-K9SO :1120 N. W, 16th TERRACE l'OMl'ANO fii'.J\CH, FL 33()64 DESIGN C R I T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~m~~~< i ~ s ' ( ~ ~ ~ ~ f ~ ~ C O M P ~ ~ e ~ T ~ S A F E T Y I N F O R M A T , Q N ~ P U S L , S H E O · i ~ Y T P I ' ( T R U S S ' P L A r e 1 N s r 1 r u r e . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 S C A L E = 0 . 1 8 7 5 T C L L 4 0 . 0 p s f R E F T C D L 2 0 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 5 . 0 p s f B C L L O . O p s f C M T O T . L D . 6 5 . 0 p s f 0 / A L E N . 2 1 0 1 1 ; ~ D U R . F A C . 1 . 0 0 J O B # : 1 3 H S 1 3 8 F S P A C I N G 2 4 . 0 " T Y P E M O N O Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I K 1 G T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x6 SP SS Webs 2x4 SP _#3_12A Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . 170 mph wind, 15.00 It mean hgt, ASCE 7-10, CL O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. S p e c i a l l o a d s - - - - ( L u m b e r D u r . F a c . = 1 . 2 5 / P l a t e D u r . F a c . = 1 . 2 5 ) T C - F r o m 9 2 p l f a t 0 . 0 0 t o 9 2 p l f a t 2 . 1 7 T C - F r o m 9 2 p l f a t 2 . 1 7 t o 9 2 p l f a t 7 . 8 3 T C - F r o m 9 2 p l f a t 7 . 8 3 t o 9 2 p l f a t 1 1 . 0 0 B C - F r o m 1 0 p l f a t O . O O t o 1 0 p l f a t 3 . 8 1 B C - F r o m 2 0 p l f a t 3 . 8 1 t o 2 0 p l f a t 1 1 . 0 0 B C - 6 0 4 . 3 4 l b C o n e . L o a d a l 1 . 8 1 B C - 3 0 5 . 2 3 l b C o n e . L o a d a t 3 . 8 1 R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . (H1) = (J) Hanger not calculated (1 )2x6 SP #2 De n s e supporting member. B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . Truss checked for 200# movable concentrated loa d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 l o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . 1 : : ' f-----2'2" - - - - - \ - ; i ; - 1 - - - - - - - - 5 ' 4 - 7 / 1 6 " 3 ' 2 - 1 / 1 6 " - - ~ 1 2 5 ~ 1 1 1 2 X 4 1---- - - - 4 ' 4 " - 6 ' 8 " - - - - - - - - - - - 1 1--- - - - - - - - - - - - - - - 1 1 ' - - - - - - - - - - - - - - ~ T ( c - T ~ 0 j _ R=530# U=15 7 # H = H1 R = 1 3 0 0 # U = 3 9 3 # W = B " ( R i g i d S u r f a c e ) R = 3 3 4 # U = 1 1 4 # DESC.= K1G PLT. TYP.-WAVE ·-~' FLORIDA QUALITY TRUSS :==~~I=-~~T--~--~-=--l-.-~-~-, 1"1-.J..: ('>H) 975-HH4 FA X: (954) 978-8980 3120 N.W. 16111 TERRACE 1'01\!l'ANO !IToACH, Fl.. .HOM DESIGN CR I T . , F B C 1 0 H V H Z R E S f T P I - 2 1 l 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~~'ii~ ~ ; s , ~ G ~ I J I N ' G ' c o M P O N E N T . s ; ; , · E r Y i ' N ' F " o R M A r l a N f . r i . i s L i s f i i i o " 8 ' v r P I ' t r R u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W 1 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED . T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 1 1 6 G A ( W , H I S S I K ) A S T M A 6 5 3 G R A D E 4 0 1 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R , P E R A N S I I T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " ~ · - · z ' ' ) S E Q = 6 0 2 0 2 5 S C A L E = 0 . 5 0 0 0 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 1 1 J O B # : 1 3 H S 1 3 8 F T Y P E C O M N Job:(13HS138F) SOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I R 1 A T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x6 SP SS :T1 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N 12A Webs 2x4 SP #3-12A :W5 2x6 SP SS: :Lt Level Return 2x4 SP _#3_ 1 2A: 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + l - ) = 0 . 1 8 B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s i n o n - c o n c u r r e n t l i v e l o a d . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . " ' { L Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . Special loads ------(Lumber Dur.Fac.=1.00 I Plate Dur.Fac.=1.00 ) TC-From 92 p~ at -1.33 to 92 p~ at 7.00 T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . TC-From 92 plf at 7.00 to 92 p~ at 11.50 TC-From 92 p~ at 11.50 to 92 plf at 13.83 BC-From 20 plf at 0.00 to .20 plf at 13.83 PLB-From 10 plf at -1.29 to. 10 plf at -0.10 TC-320.00 lb Cone. Load at 1 1.50 Wind loads based on MWFRS with additional C& C m e m b e r d e s i g n & r e a c t i o n s . 1 - - - - - - - - - - 7 ' 4 ' 6 " 2 ' 4 " - - - - 1 I "' ~ '? Ln "' 1 =3X4(B1) T 6-3/16" _1.._ ""3X4 T 6-1/4" ..L R 1 2 5 c : : : : : : : " ' " I I I S X 6 ( R T I { o l i ' i ~ ' " ' 1 f - - - - - - - - - - - - - - - - - - - - 1 3 ' 1 0 " - - - - - - - - - - - - - - - ' - - - - - - - - - 1 l-1'4" -- - l R=977# U= 8 9 0 # R L = 1 5 7 / - 1 0 4 # W = B " (Rigid Surfa c e ) DESC. = R1A PL T. TYP.-WAVE FLORIDA QUALITY TRUSS c:·--::~---··r~=~=I~~~~~~ ·_-~·::·· --~=-1 l".l:.L: (954) 97!j-JJH4 FA X: ('}.~4}971!-8980 312(1 N.W. 16th TERltAt:E I'OMJ'ANO !lEACH, FLJ301>4 DESIGN CRI T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T a 2 0 % ( 0 % ) 1 1 ( 0 ) ~m~~~~ ~ s 1 , 8 G ~ i : l i N ' G ' c o M P O N E N T . s ' A F ' i : ' i - v ' i ' N ' F a f 1 M A T i o N ~ P U B L I S H E o · s · v r P I · , : r R u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADISO N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORTA N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S . INC., SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORMA N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORMS W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 1 0 3 0 # U = 6 9 6 # W = 6 " ( R i g i d S u r f a c e ) S E Q = 6 0 2 0 2 6 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 0 . 5 0 0 0 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 1 3 1 0 0 0 D U R . F A C . 1 . 0 0 J O B # : 1 3 H S 1 3 8 F S P A C I N G 2 4 . 0 " T Y P E C O M N Job:(13HS138F) BOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I R 1 G T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_ 12A :T2 2x6 SP SS: :T 3 2 x 8 S P S S : Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 12A :W4 2x4 SP #2 N 1 2 A : 2 C o m p l e t e T r u s s e s R e q u i r e d E ? > 1 ' 1 :W52x8SPSS:-----:Lt Level Return 2x4 SP _#3_12A: N a i l S c h e d u l e : 0 . 1 2 8 " x 3 " , m i n . n a i l s T o p C h o r d : 1 R o w @ 3 . 5 0 " o . c . B o t C h o r d : 1 R o w @ 1 2 . 0 0 " o . c . < ( \ I Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . Special loads W e b s : 1 R o w @ 4 " o . c . U s e e q u a l s p a c i n g b e t w e e n r o w s a n d s t a g g e r n a i l s i n e a c h r o w t o a v o i d s p l i t t i n g . ------(lumber Dur.Fac.=1.00 I Plate Dur.Fac.=1.00 ) TC-From 92 p~ at -1.33 to 92 p~ at 7.00 TC-From 92 plf at 7.00 to 92 plf at 11.50 TC-From 220 p~ at 11.50 to 220 p~ at 14.00 BC-From 20 plf at 0.00 to 20 plf at 13.40 1 7 0 m p h w i n d , 1 5 . 0 0 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , l o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( + l - ) = 0 . 1 8 W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . PLB-From 10plfat-1.29to 10p~at-0.10 TC-320.00 lb Cone. Load at 11.50 TC-3080.00 lb Cone. Load at 1~.00 D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . 1 - - - - - - - - - - - - - - - - 7 ' ~ ~ ~ ~ ' l O i n d l o a d c a s e s o n t h j s l f t ' ! l " h a v e a 1 3 3 d u r a t i o n ~ q t Q r 2 ' 6 " I "' '7 L!) "" 1 =3X4(B1) T 6-3/16" _L ¢3X4 T 6-1/4" _L ~ n 1 2 5 ~ 1 1 1 4 X 5 ( R ( r 3 ) = ' 6 1 6 I D T - 2 - 1 1 / 1 6 " I = H 0 3 1 0 T ~ I ( o i ? i ~ ' " " 1 ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 4 ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ f--1'4" -- l R=1239# U= 8 9 4 # R L = 1 5 6 / - 1 0 4 # W = B " (Rigid Surfac e ) DESC. = R1G PLT. TYP.-WAVE . ... FLORJDA QUALITY TRUSS ~ -::-~::~.=~~=:~.~.=:I==~~==··~~~-:-.1 1'1.1.: ('1.'\4) '175-J3H4 FAX: (954) ?7H-R9RO JIZtl N.W. 16th TERRACE 1'01\ll'ANO REACH, Fl.. .130M DESIGN CRI T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T I R T • 2 0 % ( 0 % V 1 ( 0 ) ~m~i'i' ~ ~ ~ s l , e ~ ; ; ~ ' D I N ' G ' c o M P O N E N T . s ' A F ' E l - v ' i ' N F O R M ; ; : - r ; c ; ; ; ; ~ r u s L I S H e o · a · v r P I · , : r R u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADISO N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORTA N T ' " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORMA N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORMS W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S I K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . R = 4 1 7 4 # U = 6 9 6 # W = B " ( R i g i d S u r f a c e ) S E Q = 6 0 2 0 2 7 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 0 . 5 0 0 0 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 O . O p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 1 4 D U R . F A C . 1 . 0 0 J O B # : 1 3 H S 1 3 8 F S P A C I N G 2 4 . 0 " T Y P E C O M N Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I R 2 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS :T2 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N 12A 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C . w i n d T G D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 Webs 2x4 SP #3-12A :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Truss checked for 200# movable concentrated loa d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . f ; i L { ' ) ~ - - - - - - - - - - - - - - - - - - - - 7 ' 7 ' - - - - - - - - - - - - - - - - - - - - ~ I "' ~ ;;; .;, C<l 1 =3X4(B1) T 6-3116" __l_ M R 1 1 1 5 X 6 ( R I 1 2 5 c ; : : : : : " " " ' ~ i : O ' C < l 1 1 1 2 X 4 1 ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 4 ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ 1-1'4" -- - l R=925# U= 8 9 4 # R L = 1 2 9 / - 1 3 9 # W = B " (Rigid Surfa c e ) DESC. = R2 PL T. TYP.-WAVE · .. FLORIDA QUALITY TRUSS :_::~-~:~~:~I==~~-I-~~~~-~ .. ~::~~~~~~J J'l.L: (')541 •17S-:UH4 FAX: (9:14) 97!!-K9!!0 3121l N. W. 16th TERRACE I'OMI'ANO BEACH, FJ .• H064 DESIGN CRI T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~~~~~' ! ~ s t ( ~ G ~ g f ~ ~ ~ ~ ~ ~ ~ E ~ ~ ~ S A F E T ~ I N F O R M A T t ' O N ~ P U B L 1 S H E D ' " B ' Y T P l ' ( T R U S S ' P L A T E I N S T I T U T E , 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADISO N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORTA N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S . INC., SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G . H A N D L I N G . S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D . U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P 1 1 S E C . 2 . R = ? B O # U = 7 1 2 # W = B " ( R i g i d S u r f a c e ) S E Q = 6 0 2 0 2 8 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 0 . 5 0 0 0 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 1 4 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 F S P A C I N G 2 4 . 0 " T Y P E C O M N Job:(13HS138F) SOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I R 3 G T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP _#2_N_12A :T1 2x4 SP SS: Bot chord 2x4 SP #1 Dense 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Webs 2x4 SP #3 12A :Lt Level Return 2x4 SP _#3_12A: W i n d l o a d s a n d r e a c t i o n s b a s e d o n M W F R S . # 1 h i p s u p p o r t s 5 - 0 - 0 j a c k s w i t h n o w e b s . - 1 t l ' ' ' · · { 1 Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . L e f t s i d e j a c k s h a v e 5 - 0 - 0 s e t b a c k w i t h 0 - 0 - 0 c a n t a n d 1 - 4 - 0 o v e r h a n g . E n d j a c k s h a v e 5 - 0 - 0 s e t b a c k w i t h 0 - 0 - 0 c a n t a n d 1 - 4 - 0 o v e r h a n g . R i g h t s i d e j a c k s h a v e 5 - 0 - 0 s e t b a c k w i t h 0 - 0 - 0 c a n t a n d 0 - 0 - 0 o v e r h a n g . All wind load cases on this truss have a 1.33 dura t i o n f a c t o r . 1 - - - - - - - - 5 ' 4 ' 5 ' - - - - - - - - J T «> ~ (;) ,.:. N 1 T 6-3/16" _L ""3X4 T 6-1/4"~ _L I f l 1 2 5 [ : : / " " 1 1 1 2 X 4 T i D ~ i ? ; ' ~ " ' 1 l - - - - - - - - - - - - - - - - - - - - - - - 1 4 ' - - - - - - - - - - - - - - - - - - - - ~ I-1'4" --- 1 DESC. = R3G PL T. TYP.-WAVE FLORlDA QUALITY TRUSS ~'"' -~-. -~~" r~~. -~-~::-.-:~:-:: -~=r ... :-:-] l'.EI.: ('15-1) '175-.131!4 FA X: (95-1) 97!! .. 8980 JI20N.W. 16th TERRACE I'OMI'ANO BEACH, FL.l3!l64 R=135 6 # U = 4 9 1 # W = B " (Rigid S u r f a c e ) DESIGN CRI T • F B C 1 0 H V H Z R E S f T P I · 2 0 0 7 F T I R T , . 2 0 % ( 0 % ) / 1 ( 0 ) ~~~~~~ ~ s 1 ( l i u i l o i ' N " G ' c o M P O N E N T . s A " F ' E r v l i . r ' F o f i M A ' T ' I o N ' ~ P U B L i s f . i E i o ' B v r P I · , : r F i u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADISO N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORTA N T ' " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .. SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORMA N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORMS W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S I K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I I - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R , P E R A N S I I T P 1 1 S E C . 2 . R = 1 2 1 3 # U = 4 2 2 # W = B " ( R i g i d S u r f a c e ) S E Q = 6 0 2 0 2 9 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 0 . 5 0 0 0 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 1 4 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 F S P A C I N G 2 4 . 0 " T Y P E H I P S Job:(13HS138F) BOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I M B A T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP SS Bot chord 2x4 SP #2 N 12A Webs 2x4 SP 713-12A :Lt Level Return 2x4 SP _#3_12A: 1 7 0 m p h w i n d , 1 5 . 0 0 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s i , w i n d B C D L ; 5 . 0 p s i . G C p i ( + / - ) ; 0 . 1 8 Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Deflection meets L/360 live and L/240 total toad. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s i n o n - c o n c u r r e n t l i v e l o a d . f ~ ~ ~ C t ? / All wind load cases on this truss have a 1 .33 durat i o n f a c t o r . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . M W F R S l o a d s b a s e d o n t r u s s e s l o c a t e d a t l e a s t 7 . 5 0 f t . f r o m r o o f e d g e . 3 Ta,, =2X4(R) __!.._ T 6-1/4" l_ =2 X 4 ( A 1 ) A 1 1 1 2 X 4 1 2 3 c : : : : : = " ' " " I I l Q ( D r " ! : : 1 1 1 - - - - - - - - - - - - - - - - - - 7 ' 1 1 " - - - - - - - - - - - - - - - - - - 1 f--1'5-1/ 4 " - - - - - l DESC. = MBA PL T. TYP.-WAVE .•·. "··•"· •"'-" ·~'-FLORIDA QUALITY TRUSS r----:-·M·~--~-l-:::::~::-:::·:.~===::1 n:L: (9541 975-33114 FAX: (954) 978-8980 3120N.W. 16tllTERRAC.:.E POMI'ANO HF .. ACH, FL .13064 R = 7 0 6 # U = 4 7 3 # R L = 1 7 5 # W = 1 ' 4 " ( R i g i d S u r f a c e ) DESIGN CRI T • F B C 1 0 H V H Z R E S f T P I · 2 0 0 7 F T / R T = 2 0 % ( 0 % ) 1 1 ( 0 ) ~'rn~"1' ~ ~ ~ s 1 ( s u l l i i i ' N " G ' c o M P O N E N T . s ' A F " E ' T v ' i ' N ' F c i R M A T i o N T r u s t : l s f i l i o ' i i ' v ' T P I . ( T R u s s ' P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADISO N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N , . ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORMA N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORMS W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 B / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S V T P I 1 S E C . 2 . R = 3 3 9 # U = 2 3 6 # R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 2 0 3 0 S C A L E = 0 . 7 5 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 7 1 1 0 0 J O B # : 1 3 H S 1 3 8 F T Y P E M O N O Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I M B B T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L ; 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( - 1 - / - ) = 0 . 1 8 Webs 2x4 SP _#3_:::_12A Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Bottom chord checked for 10.00 psf non-concurre n t l i v e l o a d . Truss checked for 200# movable concentrated loa d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . MWFRS loads based on trusses located at least 1 5 . 0 0 f t . f r o m r o o f e d g e . =2X4(A1) T 3-7/8" j_ 1 2 3 c ; : : : : : = ' " " W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . 1 1 1 2 X 4 1 1 1 3 X S 1---- - - - - - - - + - - - - - - - - - - - - - - 7 ' 1 1 " - - - - - - - - - - - - - - - - - - - - - - - 1 ~ l { ) M N / \ / f ' ; ; ( L f ~ J R=5 7 2 # U = 3 5 1 # R L = 1 4 2 # W = 1 ' 4 " (Rig i d S u r f a c e ) R = 3 3 9 # U = 2 3 7 # OESC. = M8B PLT. TYP.-WAVE ~· ·· .... ~.·:,.,. FLORIDA QUALITY TRUSS c=-:----~.:.:.:T.:~:;:;:L--·;;'1 I'.El..: ('1!'>4) 97~·.H84 FAX: (954) 978-8980 ~ !20 N. W. 16th TERRACE !'OI\Il'ANO REACH, FL .BUM DESIGN C R I T , . F B C 1 0 H V H Z R E S f T P 1 · 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~~~~~ t ; s , ( ~ a ~ g f N ~ W M ~ O N e N T ' S A F E r Y I N F O R M A T I O N ~ P U B L . , S H E D B ' Y T P I ' ( r R U S S ' P L A r e 1 N s r 1 r u r e . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W 1 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D . T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N , . ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHA L L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S I K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K J H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S U T P 1 1 S E C . 2 . S E Q = 6 0 2 0 3 1 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 1 . 0 0 0 0 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 7 1 1 0 0 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 F S P A C I N G 2 4 . 0 " T Y P E M O N O Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I M 8 G T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS Bot chord 2x6 SP SS Webs 2X4 SP #3 12A :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . S p e c i a l l o a d s - - - - ( L u m b e r D u r . F a c . : 1 . 2 5 / P l a t e D u r . F a c . : 1 . 2 5 ) T C - F r o m 9 1 p f f a t - 1 . 4 4 t o 9 1 p l f a t 7 . 9 2 B C - F r o m 2 0 p l f a t 0 . 0 0 t o 2 0 p f f a t 7 . 9 2 P L B - F r o m 1 0 p l f a t - 1 . 4 0 t o 1 0 p l f a t - 0 . 1 0 B C - 4 8 0 . 7 8 l b C o n e . L o a d a t 4 . 7 3 ( } 7 ~ Wind loads and reactions based on MWFRS. 1 7 0 m p h w i n d , 1 5 . 0 0 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L : 5 . 0 p s f , w i n d B C D L : 5 . 0 p s i . G C p i ( + / - ) : 0 . 1 8 Bottom chord checked for 10.00 psfnon-concurre n t l i v e l o a d . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . All wind load cases on this truss have a 1.33 durat i o n f a c t o r . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . 3 Ts. =2X4(R) _L T 6-1/4" _l_ = 2 X 4 ( A 1 ) R 1 2 3 ~ 1 1 1 2 X 4 1 1 1 3 X 6 I I 0 t o £ " ' ~ 1 1 1 - - - - - - - - - - - - - - - - - - 7 ' 1 1 " - - - - - - - - - - - - - - - - - - - 1 f----1'5- 1 / 4 " - - - 1 DESC. = M8G PLT. TYP.-WAVE .. .•. "'; .. "'"' _,.-•' FLORIDA QUALITY TRUSS L~----~:I~:·~~:-~-~~:::1 I' hi.: I'> H) 975-3384 FAX: (•J34) 978-8980 :tiZON.W.l6thTERRACl; 1'01\li'ANO .llEAt:H, FL 33064 R = 1 0 0 9 # U = 4 1 9 # W = 1 ' 4 " ( R i g i d S u r f a c e ) DESIGN C R I T a F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T I R T • 2 0 % ( 0 % ) J 1 ( 0 ) :W~Wil ~ ~ ~ s 1 ( ~ ~ ~ ~ f ~ 3 2 ~ M ~ o ~ E ' N T ' S ' A F ' e ' T Y i ' N ' F ' o ' R M A T i o N ' ~ P ' U ' s r : l s f i i i i J ' B ' v ' T P I . ( T R u s s r l . A r e i N s r i T u r E . ~ · - ~ . . - ~ 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADI S O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D . T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPOA T A N 1 . . F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .. SHA L L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFOR M A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFOR M S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S I K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FA C E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWIN G I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDIN G D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 4 8 3 # U = 1 9 6 # R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 2 0 3 2 S C A L E = 0 . 7 5 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 7 1 1 0 0 J O B # : 1 3 H S 1 3 8 F T Y P E M O N O Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I M 7 A T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS N e g a t i v e r e a c t i o n ( s ) o f - 5 5 0 # M A X . ( S e e b e l o w ) f r o m a n o n - w i n d l o a d c a s e r e q u i r e s u p l i f t c o n n e c t i o n . Bot chord 2x6 SP SS :B2 2x4 SP #2 N 12A: Webs 2x4 SP #3 12A - --:Lt Level Return 2x4 SP _#3_12A: 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = S . O p s f . G C p i ( + / - ) = 0 . 1 8 Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . (H 1) = (J) Hanger not calculated (5)2x6 SP SS supporting member. W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . l l ~ I , Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . All wind load cases on this truss have a 1.33 durat i o n f a c t o r . M W F R S l o a d s b a s e d o n t r u s s e s l o c a t e d a t l e a s t 7 . 5 0 f t . f r o m r o o f e d g e . 1 2 ~ ~ I I ~ 5 V ' " " ' O l c D " " =3X4(81) T 8-3/16" "'3X4 { 61~ J § l ~ ~ ~ ~ 8 2 1 1 1 3 X 5 1 - - - 1 ' - r - ~ - - - - - - - - 6 ' 8 " - - - - - - - - - - 1 i : : ! 1--1'4" - + - 1 ' 5 - 1 / 2 " - - F : ; I - - - - - - - - - 6 ' - - - - - - ~ 1 - - - - - - - - - - - - 7 ' 8 " - - - - - - - - - - - - < - - 1 R=67/-550# Rw = 4 7 8 # U = 2 0 6 # R L = 2 8 6 / - 4 6 # W = 8 " (Rigid Surface) R = 1 1 2 2 # U = 7 7 9 # W = B " R = 3 3 7 # U = 2 4 1 # H = H 1 DESC. = M7A PLT. TYP.-WAVE ,. -~ •.· '•. ~.-; ' -~~ .. ~-~· ..• : ..... FLORIDA QUALITY TRUSS [~_:_ --r '::::::.:::=::~~-.-::-:-:-::::] I'E!.' ('IS4) '175-J3H4 FA X: (954} 97X-8980 3120 N. W. 16th Tl.;RRAC.E P()l\U'ANO llb\Cll, FL 33064 DESIGN C ~ H s m f ' ~ 0 7 F T / R T = 2 0 % ( 0 % ) 1 1 ( 0 ) ~~'iig ' i ~ s 1 , ~ G ~ o ~ N o c o M f : o N ' E ' N ' T ' 5 A ' F ' E ' T Y I N ' F ' o R M A T i c ) N ; : P u e L i s H E o " 8 ' v r P I · , : r F i u s s P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPOFIT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K ! H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R P E R A N S I I T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L T C D L B C D L B C L L T O T . L D . 3 0 . 0 p s f 1 5 . 0 p s f 1 0 . 0 p s f O . O p s f 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 2 0 3 3 S C A L E = 0 . 5 0 0 0 R E F D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . 7 0 8 0 0 J O B # : 1 3 H S 1 3 8 F T Y P E C O M N Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I M 7 B T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS N e g a t i v e r e a c t i o n ( s ) o f - 4 7 6 # M A X . ( S e e b e l o w ) f r o m a n o n - w i n d l o a d c a s e r e q u i r e s u p l i f t c o n n e c t i o n . Bot chord 2x6 SP SS :82 2x4 SP _#2_N_12A: Webs 2x4 SP #3 12A :Lt Level Return 2x4 SP _#3_12A: 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = S . O p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . (H 1) = (J) Hanger not calculated (5)2x6 SP SS supporting member. W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . L r Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . All wind load cases on this truss have a 1 .33 durati o n f a c t o r . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . M W F R S l o a d s b a s e d o n t r u s s e s l o c a t e d a t / e a s t 7 . 5 0 f t . f r o m r o o f e d g e . \ to ~ ~ - - - - - - - - - - - 7 ' 8 " 1 2 5 V " I " ' O i c D ' : r ?; M ':r l =o3X4(B1) T 8-3116" { ~3X4 ~ = = = - - - - - - ~ 8 2 f - - - 1 ' - - ! - - - - - - - - - - - - - - 6 ' 8 " - - - - - - - - - - - - - o ~ ~ 1--1'4" - - + 1 ' 5 - 1 / 2 " - - 1 ~ ~ - - - - - - - - - 6 ' - - - - - - - - - 1 l - - - - - - - - - - 7 ' 8 " - - - - - - - - ~ R=93/-477# Rw = 4 4 2 # U = 2 0 0 # R L = 2 7 2 / - 4 4 # W = 8 " (Rigid Surface) R = 1 0 3 9 # U = 7 5 9 # W = 8 " R = 3 4 7 # U = 1 9 9 # H = H 1 DESC. = M?B PL T. TYP.-WAVE FLORIDA QUALITY TRUSS r::-::.=r-:~: .... ==~-===~~:-7'J Tl.l.: ('15~1 975-HSol FAX: (9.54) 97S-H980 Jl20 N. W. 16th TERRACE !'0.1\!l'AND BEACH, FL 33()f>4 DESIGN C ~ S t n f ~ 7 F T / R T • 2 0 % ( 0 % ) 1 1 { 0 ) ~m~~~ ~ ~ s 1 c ~ G ~ g f ~ ~ ~ ~ M P 0 0 e N ~ ~ M F E T Y I N F o ' R M A T 7 0 ' N ~ P ' U B L I S H E O ~ B Y T P I ' c T R U S S P i . A T E I N S T i i U ' T E . ' " ' ' ~ - . ; , . ~ ' " ' · 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N , . ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHA L L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFOR M A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFOR M S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 1 6 0 ( W , K J H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FA C E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . 3 0 . 0 p s f 1 5 . 0 p s f 1 0 . 0 p s f O . O p s f 5 5 . 0 p s f 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 2 0 3 4 S C A L E = 0 . 5 0 0 0 R E F D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . 7 0 8 0 0 J O B # : 1 3 H S 1 3 8 F T Y P E C O M N Job:(13HS138F) BOLANO-MEDITERRANEAN ·LOT 3 3 d F L O O R L O W R O O F I M 7 C T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS :T2 2x4 SP _#2_N_12A: N e g a t i v e r e a c t i o n ( s ) o f - 4 1 6 # M A X . ( S e e b e l o w ) f r o m a n o n - w i n d l o a d c a s e r e q u i r e s u p l i f t c o n n e c t i o n . Bot chord 2x6 SP SS :B2 2x4 SP #2 N 12A: Webs 2x4 SP #3 12A ---:Lt Level Return 2x4 SP _#3_12A: 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 4 . 5 0 f t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . (H1) = (J) Hanger not calculated (5)2x6 SP SS supporting member. W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . L \ ( I Deflection meets L/360 live and L/240 total load. C r e e p i n c r l i l i ' s e f a c t o r f o r d e a d l o a d i s 1 s o 5 ' T r u s s c h e c k e d ' f b r ' 2 0 0 # m o v a b l e c o n c ~ ~ ~ ; ~ t e d l o a d a l o n g B o t t o ~ C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . All wind load cases on this truss have a 1.33 durat i o n f a c t o r . M W F R S l o a d s b a s e d o n t r u s s e s l o c a t e d a t l e a s t 7 . 5 0 f t . f r o m r o o f e d g e . 1 2 5 V ' 1 1 1 2 X 4 ® i o =3X4(B1) 7 L O " ' T "+ #3X4 T 6-1/4" _i 00 j_ 1 1 1 3 X 5 f - - - 1 ' - l - - - - - - - - - - - - - 6 ' 8 " - - - - - - - - - - - - - j t ! 1---1'4" 1 ' 5 - 1 / 2 " - - - ~ - ~ + - - - - - - - - - - - - - - 6 ' - - - - - - - - - - - 1 DESC. = M?C PL T. TYP.-WAVE ··~ FLORJDA QUALITY TRUSS [.·=.~=~:-~r~ ·~-=~~:J 1'1..1 .. : ('1.54) 975-J3S4 FAX: (<J54) 97H-R9HO 3120 J'<.W. 16th TJ;RilACE I'OMI'ANO lii£ACH, FL .13064 t - - - - - - - - - - - - - - 7 ' 8 " - - - - - - - - - - - - - - 1 R=98/- 4 1 7 # R w = 4 8 6 # U = 2 0 8 # R L = 2 2 4 / - 3 9 # W = 8 " (Rigid S u r f a c e ) R = 9 7 1 # U = 9 2 3 # W = 8 " ( R i g i d S u r f a c e ) DESIGN CRI T • F B C 1 0 H V H Z R E S I T P I · 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~r~~~~ ' ! ~ s 1 ~ ~ G ~ o f r : ' G ' 2 o M P O N E ' N r ' s A F E T Y l N F O R M A r i o N ~ r u i i ' L i s H ' E o " s v v - r P I . ( r R u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . . S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 3 4 1 # U = 3 5 1 # H = H 1 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 O . O p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 2 0 3 5 S C A L E = 0 . 7 5 0 0 R E F D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . 7 0 8 0 0 J O B # : 1 3 H S 1 3 8 F T Y P E C O M N Job:(13HS138F) BOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I M 7 G T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS :T2 2x4 SP #1 Dense: Bot chord 2x6 SP SS :B2 2x4 SP #1 Dense: Webs 2x4 SP _#3_12A :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . 170 mph wind, 15.00 It mean hgl, ASCE 7-10, CL O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 psf, wind BC DL=5.0 psf. GCpl(+/-)=0.18 Wind loads and reactions based on MWFRS. (H1) = (J) Hanger not calculated (5)2x6 SP SS supporting member. S p e c i a l l o a d s - - - - - - ( l u m b e r D u r . F a c . = 1 . 2 5 / P l a t e D u r . F a c . = 1 . 2 5 ) T C - F r o m 9 2 p f f a t - 1 . 3 3 t o 9 2 p l f a t 3 . 0 0 T C - F r o m 4 6 p f f a t 3 . 0 0 t o 4 6 p l f a t 7 . 6 7 B C - F r o m 2 0 p l f a t 0 . 0 0 t o 2 0 p l f a t 3 . 0 0 B C - F r o m 1 0 p l f a t 3 . 0 0 t o 1 0 p l f a t 7 . 6 7 P L B - F r o m 1 0 p l f a t - 1 . 2 9 t o 1 0 p f f a t - 0 1 0 T C - 2 2 1 . 3 4 l b C o n e . L o a d a t 3 . 0 0 T C - 1 3 8 . 7 5 l b C o n e L o a d a t 5 . 0 6 , 7 . 0 6 B C - 2 4 8 . 5 7 l b C o n e . L o a d a t 3 . 0 2 B C - 2 2 9 . 9 7 l b C o n e . L o a d a t 5 . 0 6 , 7 . 0 6 R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . t \ t ' Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . All wind load cases on this truss have a 1.33 durat i o n f a c t 3 ' - - - - - - - - ~ . ! - T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t 0 1 ) 1 C h o r d , n o n c o n c u r r e n l w i t h d e s i g n g r a v i t y l o a d s . - - - - - - - 4 ' 8 " ~ 1 2 5 ~ @ I =3X4(81} 1 o T 8-3/16" ""3X4 + T 6-1/4" j_ Co j_ I I / 3 X 5 ( R ) l - - 1 ' - J . o o - - - - - - - - - - - - - - 6 ' 8 " - - - - - - - - - - - - - - - - 1 ~ ; ; ; ~ N f---1'4" 1 ' 5 - 1 / 2 " 1 ' 6 - 1 / 2 " - - - 1 DESC. = M?G PLT. TYP.-WAVE . ~-·•'"-"'" :.. FLORJDA . QUALITY TRUSS [~=-~_I_~--:---~~~-~~~;::1 l'hL: f')S4) 'J75-.J384 FAX: (954) 978-8980 JJ20N.W.l6rhTERRACE 1'01\\I'ANO BEACH, FL .HOM 1 - - - - - - - - - - - - - - - - - - 7 ' 8 " - - - - - - - - - - - - - - - - - - 1 R = 6 9 3 # U = 2 3 1 # W = 8 " ( R i g i d S u r f a c e } R = 2 8 8 # U = 4 8 # W = 8 " ( R i g i d S u r f a c e } OESIGN C R I T • F B C t O H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % { 0 % ) 1 1 ( 0 ) ~m~~~ ' t ; s r ( ~ G ~ b f ~ ~ ~ ~ ~ ~ ; ; ~ E N ~ · ; A F E T Y I N ' r ? O R M A T ~ O ' N ) . P U B L r S H E D B ' Y T P I ' 6 - ' R u s s · P L A T E r N s r r r u r e . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W 1 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D . T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T . . F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S . INC., SHA L L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFOR M S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H J S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K J H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FA C E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . R = 9 6 2 # U = 1 8 3 # H = H 1 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . S P A C I N G 3 0 . 0 p s f 1 5 . 0 p s f 1 0 . 0 p s f O . O p s f 5 5 . 0 p s f 1 . 2 5 2 4 . 0 " S E Q = 6 0 2 0 3 6 S C A L E = 0 . 7 5 0 0 R E F D A T E 0 5 · 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . 7 0 8 0 0 J O B # : 1 3 H S 1 3 8 F T Y P E C O M N Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I E J 7 C T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x6 SP SS 1 7 0 m p h w i n d , 1 5 . 0 0 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Webs 2x4 SP _#3_12A Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . W i n d l o a d s b a s e d o n M W F R S w i t h a d d ~ i o n a l C & C m e m b e r d e s i g n & r e a c l i o n s . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . (H1) = (J) Hanger not calculated (3)2x6 SP SS supporting member. B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . Truss checked for 200# movable concentrated loa d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . MWFRS loads based on trusses located at least 1 5 . 0 0 f t . f r o m r o o f e d g e . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . 1--1 '4-5/1 6 " - - ~ - - - - - - - - - - - - - 5 ' 7 - 1 1 / 1 6 " - - - - - - - - - - - ~ 1 2 ~ ~ ~ - ~ ~ 5 [ / " ' " ~ ~ - - ~ a , N ~ 3 X 8 T 5-1/2" j_ 1 1 1 3 X 8 r---4 - - - - - - - - - - - - - - - - - - 7 ' - - - - - - - - - - - - - - - - - - - - ~ I---1'4-5/ 1 6 " - - - - 1 R=391# U=138# R L = 1 8 2 # W = 8 " (Rigid Surface) DESC. = EJ7C PL T. TYP.-WAVE .. ~: •. FLORJDA QUALITY TRUSS r=~~=:~~-==-~=~=~~;::~~::J I'EL: W.S.t) '175-:1384 FA X: (954) 97X-R980 3!20 N.W. J.6tltTERRAt.T l'OJ\II'ANO HEACH, FL.HOM DESIGN CR I T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % Y 1 ( 0 ) ~~~~' l ~ s l ( ~ G ~ g f r : ' ~ c ~ ~ ~ O ~ E N T , S A F E T Y W F O R M A T t O N ) . P U B L I S H E D B Y T P I ' ( T R U S s ' P L A T E I N S T I T U T E , 216 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMF'OFIT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 6 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 3 9 3 # U = 2 9 9 # H = H 1 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " l \ ~ S E Q = 6 0 2 0 3 7 S C A L E = 0 . 7 5 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . J O B # : 1 3 H S 1 3 8 F T Y P E M O N O Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I M 6 G T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS :T2 2x4 SP _#2_N_12A: Bot chord 2x4 SP #2 N 12A Webs 2x4 SP #3-12A :Lt Level Return 2x4 SP _#3_12A'. Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLO S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = S . O psf, wind BC DL=S.O psf. GCpl(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurren t l i v e l o a d . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . S p e c i a l l o a d s - - - - - - ( l u m b e r D u r . F a c . = 1 . 2 5 / P l a t e D u r . F a c . = 1 . 2 5 ) T C - F r o m 9 2 p ~ a t - 1 . 3 3 t o 9 2 p l f a t 1 . 8 8 T C - F r o m 4 6 p ~ a t 1 . 8 8 t o 4 6 p ~ a t 6 . 3 3 B C - F r o m 1 0 p l f a t 0 . 0 0 t o 1 0 p ~ a t 6 . 3 3 P L B - F r o m 1 0 p l f a t - 1 . 2 9 t o 1 0 p l f a t - 0 . 1 0 T C - 3 4 . 7 2 1 b C o n e . L o a d a t 1 . 9 1 T C - 5 2 . 1 5 l b C o n e . L o a d a t 3 . 0 6 , 5 . 0 6 B C - 2 7 8 . 7 2 l b C o n e . l o a d a t 1 . 7 3 , 3 . 7 3 , 5 . 7 3 B C - 3 0 3 . 2 3 l b C o n e . l o a d a t 1 . 9 1 B C - 2 1 . 2 8 1 b C o n e . L o a d a t 3 . 0 6 , 5 . 0 6 ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 5 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . 1 - - - - - - 1 ' 1 0 - 1 / 2 " 4 ' 5 - 1 / 2 " - - - - - - - - - - - - - - 1 T 6-3/16" _r3X4 ~ ==3X4( B 1 ) 1 2 5 c : : : : : : = " " A = = 4 X 5 @ 1 1 1 4 X 5 ( R ) I I 1 4 X 5 ( R ) f - - - - - - - - - - - - - - - - - - - 6 ' 4 " - - - - - - - - - - - - - - - - - ~ ~--- 1 ' 4 " _ _ _ _ _ _ , ~ ~ R = 1 0 4 7 # U = 3 2 0 # W = S " ( R i g i d S u r f a c e ) R = 8 4 8 # U = 2 3 8 # H = H 1 DESC. = M6G PLT. TYP.-WAVE ·-FLORlDA QUALITY TRUSS c==~~:L~~: -::r-:·,':·==~~~--:-:::::1 f'H .. : ('154) 975-3384 FAX: (954) 978-8980 JJ20N.W. 16th TERRACE 1'01\ll'ANO liF.ACH, Fl .• 33064 DESIGN CR I T • F B C 1 0 H V H Z R E S ! r P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) J 1 ( 0 ) ~mrf~ ~ ~ S I ( ~ G ~ g f ~ ~ r o ~ ~ ~ N e N T ' S A F E T Y I N F O R M A T t O N ~ P U B L r S H ' E D B Y T P i ' ( T R U S S P L A T E I N S T I T U T E , 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPO"T A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .. SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 { W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P 1 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . S E Q = 6 0 2 0 3 8 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 1 . 0 0 0 0 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 6 0 4 0 0 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 F S P A C I N G 2 4 . 0 " T Y P E C O M N Job:(13HS138F) BOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I M 6 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS Bot chord 2x4 SP #2 N 12A 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L ~ 5 . 0 p s f , w i n d B C D L ~ 5 . 0 p s f . G C p i ( + / - ) ~ 0 . 1 8 I Webs 2x4 SP #3-12A :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Bottom chord checked for 10.00 psf non-concurren t l i v e l o a d . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . / : [ ( R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . V j ( H 1 ) ~ ( J ) H a n g e r n o t c a l c u l a t e d ( 2 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . Deflection meets L/360 live and L/240 total load. Cr e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . All wind load cases on this truss have a 1 .33 durati o n f a c t o r . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . M W F R S l o a d s b a s e d o n t r u s s e s l o c a t e d a l l e a s t 7 . 5 0 f t . f r o m r o o f e d g e . 1 1 1 2 X 4 1 2 ~ ~ I I r 5 ~ < 0 ~ C ? Z o 9 : ! : : : : C ' ) l { ) ~ J : , " ' =3X4(B1) T 6-3116" ~3X4 T 6-114" j_ ~ ~ - - - - - - - - - - - - - - - - - - - - - - - - 6 ' - - - - - - - - - - - - - - - - - - - - - - - - ~ 1----1 '4" - - - - - l DESC. = M6 PLT. TYP.-WAVE ~ ""0• ,.:.-'"•• ,',~,, ,,.,'• FLORIDA QUALITY TRUSS c:~::-~L_:·"!' ··'-.. J.a I'EL: ('>$4) 975-3384 FAX: (954) 978-8980 3!2UN.W.I6thTER.RAC.E I'O.t\IJ'AN 0 BEACH, FJ., 3306-1 R = 4 9 1 # U = 3 7 6 # R L = 2 5 4 / - 4 2 # W = B " (R i g i d S u r f a c e ) DESIGN CRI T • F B C 1 0 H V H Z R E S f T P 1 · 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~~~~~' ! ~ s r ( ~ G ~ g f ~ ~ ~ g M ~ O ~ e N ' ; . ' S A F E T Y I N F O R M A T { Q N ~ P U B L r S H ' E D . . B ' Y T P l ' 8 R U S S ' P L A T E I N S T i r l i T E . ~ · ~ ~ · · N · 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S I K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A l L B E P E R A N N E X A 3 O F T P 1 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 3 4 8 # U = 2 9 5 # H = H 1 S E Q = 6 0 2 0 3 9 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 0 . 7 5 0 0 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 : 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 6 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 F S P A C I N G 2 4 . 0 " T Y P E M O N O Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I M 5 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP SS Bot chord 2x4 SP #2 N 12A 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D l ; 5 . 0 p s f , w i n d B C D L ; 5 . 0 p s f . G C p i ( + / - ) ; 0 . 1 8 Webs 2x4 SP #3-12A :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . Bottom chord checked for 10.00 psf non-concurren t l i v e l o a d . Deflection meets L/360 live and L/240 total load. Cr e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . ( H 1 ) ; ( J ) H a n g e r n o t c a l c u l a t e d ( 3 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . ( H 2 ) ; ( J ) H a n g e r n o t c a l c u l a t e d ( 2 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . ( H 3 ) ; ( J ) H a n g e r n o t c a l c u l a t e d U n a v a i l a b l e s u p p o r t i n g m e m b e r . Truss checked for 200# movable concentrated loa d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . All wind load cases on this truss have a 1 .33 durati o n f a c t o r . M W F R S l o a d s b a s e d o n t r u s s e s l o c a t e d a t l e a s t 7 . 5 0 f t . f r o m r o o f e d g e . 1 1 1 2 X 4 I i o 1 2 5 [ : ? ' ~ - ~ " ' " ' ; : : : : N ~ " ' =3X4(81) T 6-3/16" _1!'3X4 T I I I 3 X 5 6-1/4" _L ~ f - - - - - - - - - - - - - - - 5 ' 6 " - - - - - - - - - - - - - 1 \---1'4 " - - - \ DESC. = M5 PLT. TYP.-WAVE .. ,·· ~ ','-• ,',., __ FLORIDA QUALITY TRUSS c_:-,~.L:-·---.-~ "'"-~-.:;;.l.::: .. "~-] I'LL: ('>.H)97.hHS4 FAX: ('>54) 978-8980 3120N.W.I6tltTERRACE l'OMJ'ANO lli!.ACH, FL33064 R = 4 6 5 # U = 3 6 9 # R L = 2 4 4 / - 4 0 # W = B " (R i g i d S u r f a c e ) DESIGN CRI T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) R = 3 3 4 # U = 2 7 9 # H = H 1 t h r u H 3 ~m~~~ ~ ~ s 1 < ~ ~ ~ g f ~ G ' 2 o M P O N E ' N ' T ' 5 . . \ F ' E ' T Y ' i ' N ' F " o R M A T I O N ~ P U B L i s H e o s ' Y r P r · r r F i u s s P L A T E I N S T I T U T E . 218 NORTH L E E S T R . . S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMI'OFIT A N i " ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 0 0 S P A C I N G 2 4 . 0 " ~ S E Q = 6 0 2 0 4 0 S C A L E = 0 . 7 5 0 0 R E F 0 5 - 1 6 - 2 0 1 : 1 C M 0 / A L E N . 5 0 6 0 0 J O B # : 1 3 H S 1 3 8 F T Y P E M O N O Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I E J 5 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS Bot chord 2x4 SP _#2_N_12A 1 7 0 m p h w i n d , 2 1 . 6 8 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 4 . 5 0 f t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 :Lt Level Return 2x4 SP _#3_12A: W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . L e f t c a n t i l e v e r i s e x p o s e d t o w i n d Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Bottom chord checked for 10.00 psf non-concurren t l i v e l o a d . Truss checked for 200# movable concentrated load a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w H h d e s i g n g r a v i t y l o a d s . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . T 6-3116" _t'3X4 ~I =3X4( B 1 ) ~ f - - t - 1 1 2 5 ~ R = 1 9 6 # U = 2 6 8 # N A I L E D 1 o ~ C < 5 1 o , _ : , N ; : o ' " ' 1---- 1 ' 4 " 5 ' - - - - - - - - - - - - - - ~ DESC. = EJS PLT. TYP.-WAVE ,····W ""' -~~n ,~;,,.,.,, FLORlDA QUALITY TRUSS [~.~~~=r.-=-/ -~-T~::·.'::-.3-:. ,.r···1 ru., <''·';.Jl 975-3384 FAX' (954} 971!-8980 31ZON.W. !6tbTERRACE POMPANO BEACH, FL 330M R = 4 7 7 # U = 4 3 1 # R L = 2 5 2 / - 2 9 # W = 3 " ( R i g i d S u r f a c e ) DESIGN CRI T • F B C 1 0 H V H Z R E S / T P I · 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~"m~""~ r ~ s l < 8 G ~ ' D f ~ G ' c o M P a ~ E ' N ' T ' S ' A F ' E ' T v i N ' F o R M A ' r l o ' N ' ~ P U B L i s t : i i i i J ' i i ' v r P I . i T F i u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . . S U I T E 3 1 2 , A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADISO N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMF'ORTA N , . . ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , ~gNF~~ A ~ ~ g ~ ~ ~ ~ ~ ~ : 0 o ~ ~ . . t : ~ ~ ~ ~ ~ ~ ' f t i ~ n ~ ~ . ~ ~ ? P " b ~ ~ ~ ~ ~ ~ ~ ~ ~ i ~ c r a : ~ ~ ~ ~ ~ T g F B ~ ~ ~ ~ ~ ~ T ~ ~ ~ ~ ~ CONFORMS W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 2 3 4 # U = 1 6 # N A I L E D R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . 3 0 . 0 p s f 1 5 . 0 p s f 1 0 . 0 p s f O . O p s f 5 5 . 0 p s f 1 . 2 5 S P A C I N G 2 4 . 0 " 4 l { S E Q = 6 0 2 0 4 1 S C A L E = 1 . 0 0 0 0 R E F D A T E 0 5 - 1 6 - 2 0 1 : 1 D R W G C M 0 / A L E N . s J O B # : 1 3 H S 1 3 8 F T Y P E E J A C K Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I J 3 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A 1 7 0 m p h w i n d , 1 5 . 0 0 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L ~ 5 . 0 p s f , w i n d B C D L ~ 5 . 0 p s f . G C p i ( + i - ) ~ 0 . 1 8 Webs 2x4 SP _#3~ 12A Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Deflection meets L/360 live and L/240 total load. Cr e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . All wind load cases on this truss have a 1.33 durati o n f a c t o r . W i n d l o a d s b a s e d o n M W F R S w 1 t h a d d 1 t 1 o n a l C & C m e m b e r d e s 1 g n & r e a c t i o n s . l ( j ' · B o t t o m c h o r d c h e c k e d f o r 1 0 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . { D · T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n l w 1 t h d e s 1 g n g r a v 1 t y l o a d s 2 ' 8 - 1 / 2 " R = 1 3 9 # U = 1 9 2 # R L = 2 0 4 # N A I L E D 1 2 5 V ' ~ ~ , 1112X4 ~ ~ ( o ( o ( ; ) T ~ - . . : . ~ ~ N " ' N (o 1 ;;; 0 ~ 1 1113X6 3 ' R=279# U=268# N A I L E D R = 2 3 0 # U = 2 # N A I L E D DESC. = J3 PLT. TYP.-WAVE . '• "• ·--'-FLORIDA QUALITY TRUSS r=~ ~r-:::~-,-~,_::~-:-.:::-:::=J 1'.1!:1..: ('JS4) '175-3:184 FA X: (9.S4) 978-8980 3120 N.W. 16th TERRACE I'OMI'ANO BEACH, l'L 330114 DESIGN CR I T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T I R T • 2 0 % ( 0 % ) J 1 ( 0 ) ~m~~~ ~ ~ s r ( ~ G ~ g f ~ ~ ~ ~ ~ O ~ E N ~ ' S A F E T Y ' i ' N F a ' R M A T I O ' N ) . P ' U B L r S H E D B Y T P I ' ( T R U S S ' P L A T E r N s n r u r E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPOFIT A N l . , F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .. SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I J T P I 1 S E C . 2 . S E Q = 6 0 2 0 4 2 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 1 . 0 0 0 0 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 3 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 F S P A C I N G 2 4 . 0 " T Y P E E J A C K Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I E J 2 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A :Lt Level Return 2x4 SP ]13_12A: 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C . w i n d T C D L = S . O p s f , w i n d B C D L = S . O p s f . G C p i ( + / - ) = 0 . 1 8 Lumber grades designated with" 12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . W i n d l o a d s b a s e d o n M W F R S w 1 t h a d d i t i o n a l C & C m e m b e r d e s 1 g n & r e a c t 1 o n s \ ~ B o t t o m c h o r d c h e c k e d f o r 1 0 0 0 p s f n o n - c o n c u r r e n t l 1 v e l o a d l Y j T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w 1 t h d e s 1 g n g r a v 1 t y l o a d s \ ' All wind load cases on this truss have a 1.33 durati o n f a c t o r . T 6-3/16" _r3X4 DESC. = EJ2 PL T. TYP.-WAVE ~ ~ FLORJDA QUALITY TRUSS [~~~-=~---==-I~~~J~~=::::--:·:~;J I'LI.: ('/54) 975-3384 F.'\ X: (954) 978-8980 31:ZO :-<.W. 16th'l'F.RRACIS I'OMI'ANO REACH, Fl.. .13064 =3X4( 8 1 ) 1 ' 4 1 1 R = 3 6 # U = 9 8 # N A I L E D 1 2 ~ / r l 5 [ : : : : ? ' ~ = R 1 ' 1 0 - 1 / 2 " R = 3 4 1 # U = 5 4 9 # R L = 2 5 5 / - 3 2 # W = 8 " ( R i g i d S u r f a c e ) M u : > - ~ ~ - 1 ~ 1 R = 2 1 2 # U = 9 # N A I L E D DESIGN CRI T , . . F B C 1 0 H V H Z R E S / T P I - 2 0 0 7 F T I R T • 2 0 % ( 0 % Y 1 ( 0 ) ~~~~ ~ s 1 ( B G ~ g f ~ C ~ M ~ O N e N T I S A F V E T Y t N F O R M A T I O ' N r P U B L I S H E D . . B ' Y T P I · 6 ~ R u s s · P L A r e 1 N s r 1 r u r e . 218 NORTH L E E S T R . . S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .. SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K ! H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L T C D L B C D L B C L L T O T . L D . 3 0 . 0 p s f 1 5 . 0 p s f 1 0 . 0 p s f O . O p s f 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 2 0 4 3 S C A L E = 1 . 0 0 0 0 R E F D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . 1 1 0 0 8 J O B # : 1 3 H S 1 3 8 F T Y P E E J A C K Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I J 4 8 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS Bot chord 2x4 SP #2 N 12A 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 Webs 2x4 SP #3-12A :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Bottom chord checked tor 10.00 psi non-concurren t l i v e l o a d . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 1 ) 2 x 6 S P # 2 D e n s e s u p p o r t i n g m e m b e r . D e f l e c t i o n m e e t s U 3 6 0 l i v e a n d L / 2 4 0 t o l a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . Truss checked for 200# movable concentrated loa d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . MWFRS loads based on trusses located at least 7. 5 0 f t . f r o m r o o f e d g e . I ~ C"l N N l 3 J;.. =2X4(R) _L T 6-1/4' j_ 1 2 3 r : : : : : = = - =2 X 4 ( A 1 ) R I I / 3 X 4 f - - - - - - - - - - - - - 4 ' 8 " - - - - - - - - - - - - - - - 1 ~ ~ T ~ ' < D 0 0 ~ - - . . . . . ~ 0 g , N 1 1 1---1'5-1 / 4 " - - - l 1 - - - - - - 2 ' 1 0 - 1 / 1 6 " _ _ _ _ _ , DESC. = J48 PL T. TYP.-WAVE ·~ FLORIDA QUALITY TRUSS [~._=._:=·~-::··~:~I~~=-~::·:-~·1 rw .. : ('~54) 975-3384 FAX: (954) 978-8980 3!20N.W. 16th TERRACE !'OMJ'ANO .1\EACH, FL .:13064 R = 3 5 5 # U = 3 2 8 # R L = 1 8 8 # W = B " ( R i g i d S u r f a c e ) DESIGN CRI T • F B C 1 0 H V H Z R E S f T P I · 2 0 0 7 F T / R T • 2 0 % ( 0 % ) / 1 ( 0 ) R = 6 0 4 # U = 6 3 5 # H = H 1 ;;m~~~' i ~ s 1 1 8 u ~ o i N ' G ' c o M P o N ' E ' N ' i - ' 8 A F ' i : l - v ' i ' N ' F o R M A ' T ' I o N ' ~ P L i s L i s H i i o " B ' v ' T P " i . ( r F i t . i s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADISO N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORTA N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHALL N D T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORMA N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORMS W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " ( ' ~ ) J ; - , I ~ S E Q = 6 0 2 0 4 4 S C A L E = 0 . 7 5 0 0 R E F 0 5 - 1 6 - 2 0 1 : ! C M 0 / A L E N . 4 0 8 0 0 J O B # : 1 3 H S 1 3 8 F T Y P E M O N O Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I J 4 8 A T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS Bot chord 2x4 SP #2 N 12A 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 4 . 5 0 I t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 Webs 2x4 SP #3-12A :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 1 ) 2 x 6 S P # 2 D e n s e s u p p o r t i n g m e m b e r . Bottom chord checked for 10.00 psi non-concurren t l i v e l o a d . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . Truss checked for 200# movable concentrated loa d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . T =2X4(R) 3-7/8" _L =[ ::;:!: ~ J:, = 2 X 4 ( A 1 ) ~ 1 2 3 c : : : : : = " " ' " 1 1 1 2 X 4 I I 0 ( o l ~ 1 1 1 3 X 5 1 1 - - - - - - - - - - - - - - - 4 ' 8 " - - - - - - - - - - - - ~ DESC. = J48A PL T. TYP.-WAVE f-.-FLORIDA QUALITY TRUSS r~~-~==~~r~~~~. ~ --~-·--·~===~J I'LL: ('1$4) 975-.1384 FAX~ (954) 978 .. &9KO :tTZON.W. 16tbTERRACh I'OMl'ANO !lEACH, Fl. .!3064 1 ' 5 - 1 / 4 " . , R = 4 2 5 # U = 3 8 4 # R L = 1 3 5 # W = B " ( R i g i d S u r f a c e ) DESIGN CR I T = F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T I R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~m~~~' t ~ s ' ( ~ G ~ ~ r ~ O O M P O N e N T ' s ; F E T Y I N F O R M A T i O N ~ P U B U S H ' E D · i ~ ' Y ' " " ' r p J ' ( ' T R u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R , P E R A N S I / T P I 1 S E C . 2 . R = 3 0 5 # U = 2 1 6 # H = H 1 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " ( ~ L " " ' \ I f ~ \ S E Q = 6 0 2 0 4 5 S C A L E = 1 . 0 0 0 0 R E F 0 5 - 1 6 - 2 0 1 . 3 C M 0 / A L E N . 4 0 8 0 0 J O B # : 1 3 H S 1 3 8 F T Y P E M O N O Job:(13HS138F) SOLANO-MEDITERRANEAN ·LOT 3 3 d F L O O R L O W R O O F I C J 3 Top chord 2x4 SP SS Bot chord 2x4 SP #2 N 12A T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T 1 7 0 m p h w i n d , 2 1 . 2 6 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f . R I S K C A T I I , E X P C . w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 :Lt Level Return 2x4 SP .]I3_12A: Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . All wind load cases on this truss have a 1 .33 durat i o n f a c t o r . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . ~ l T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . =3X4( B 1 ) T 6-3/16" ~3X4 ~ A 1 2 5 ~ R = 1 0 2 # U = 2 5 0 # N A I L E D I I C ( : ~ ~ L t ; f-.---- 1 ' 4 " 3 ' - - - - - - - - - - 1 DESC. = CJ3 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS [~~~-·==~~~·:-.-::-·:~·~·.:~T··.~==:} I'EJ.: ('>54'1 '175·3384 FAX: (954) 9711-8980 3120 t-;.W. 16th TERRACE 1'01\ll'ANO BEACH, FL J3064 R = 3 5 7 # U = 6 1 0 # R L = 3 2 9 / - 2 9 # W = 6 " ( R i g i d S u r f a c e ) DESIGN CRI T " F B C 1 0 H V H Z R E S I T P 1 · 2 0 0 7 F T I R T . , 2 0 % ( 0 % } 1 1 ( 0 ) R = 2 2 6 # U = 1 4 # N A I L E D ~m~~~ ~ ~ s 1 ( B U ~ o i N ' G ' c o M P O N E N T . s ' A F " E l - v i N F o R M A r t ' o N ' ~ P U B L I S H e o s v r P I . ( r F i u s s h A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P 1 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . S E Q = 6 0 2 0 4 6 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 1 . 0 0 0 0 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 F S P A C I N G 2 4 . 0 " T Y P E J A C K ' Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I C J 3 A T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP _#2_N_12A 1 7 0 m p h w i n d , 2 1 . 5 4 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T 1 1 , E X P C , w i n d T C D L ~ 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i G C p i ( + / - ) = 0 . 1 8 I Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r t o r d e a d l o a d i s 1 . 5 0 . All wind load cases on this truss have a 1.33 durat i o n f a c t o r . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . . · : , . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s i n o n - c o n c u r r e n t l i v e l o a d . ) . . \ j T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . =3X4(B1) T 6-3/16" 1 1 2 5 ~ R = 1 2 6 # U = 2 7 5 # N A I L E D I i o ~ ' 7 ~ 1 ~----- - - - - + - - - - 3 ' - - - - - - - - - - - - - - ~ - 1 DESC. = CJ3A PL T. TYP.-WAVE ~.,., FLORIDA QUALITY TRUSS L.:.::.~~ --r· '"~"--::-:··::-::--::1 n;r., ('}.54l 975-3384 FAX' (954) 978-8980 3120 N, W. l6tb TERRACE 1'01\IPANO Bf.ACH, FL 33064 R=289# U = 1 9 8 # R L = 2 2 0 # W = 1 ' (Rigid Surf a c e ) DESIGN CRI T = F B C 1 0 H V H Z R E 5 n ' P I - 2 0 0 7 F T f R T • 2 < 1 % ( 0 % ) 1 1 ( 0 ) R = 2 3 0 # U = 2 9 # N A I L E D ~m~"i' ~ ~ ~ s l ( s u ~ o i N ' G ' c o M P o N ' E ' N T ' s ' A F e r Y ' I i J ' F o R M A T i o N ' ~ P i . i a r : l s H i i i l " 8 ' ¥ ' T P i . < r R t . i s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N 1 " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H J S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R , P E R A N S I / T P I 1 S E C . 2 . S E Q = 6 0 2 0 4 7 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 1 . 0 0 0 0 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 : 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . S S . O p s f 0 / A L E N . 3 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 F S P A C I N G 2 4 . 0 " T Y P E J A C K Job:(13HS138F) SOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I C J 1 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS Bot chord 2x4 SP #2 N 12A :Lt Level Return 2x4 SP]T3_12A: 1 7 0 m p h w i n d , 2 0 . 8 4 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . W 1 n d l o a d s b a s e d o n M W F R S w 1 t h a d d i t i o n a l C & C m e m b e r d e s 1 g n & r e a c t 1 o n s x ' \ \ ; B o t t o m c h o r d c h e c k e d f o r 1 0 0 0 p s i n o n - c o n c u r r e n t h v e l o a d ) r ) \ All wind load cases on this truss have a 1.33 dura t i o n f a c t o r . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w 1 t h d e s 1 g n g r a v 1 t y l o a d s T 6-3/16" _r3X4 ~ DESC. = CJ1 PL T. TYP.-WAVE ... . · .: ... FLORIDA QUALITY TRUSS c.:=~-=r" · L. -··.L,.·-?J I'I::L: ('>.~4) 975-3384 FAX: (9~4) 978-8980 3120 N.W. 16tb TJ;RllACE .1'01\IPANO li!OACH, FL 33064 R = - 5 6 # R w = 1 5 6 # U = 6 5 # N A I L E D 1 2 = 3 X 4 ( B 1 ) ~ T T 5 [ : ? " ' ( o ' ? . . . . . . ( o . . . . . . . . . . . . 1 i l i . . . . . . 0 . . . . . . 1 A 1 ' 4 " 1 ' - - - - - - j R = 3 5 3 # U = 6 7 2 # R L = 2 1 2 / - 2 8 # W = 6 " ( R i g i d S u r f a c e ) R = 2 0 2 / - 6 # U = 1 0 # N A I L E D DESIGN CRI T . , F B C 1 0 H V H Z R E S f T P I · 2 0 0 7 F T / R T • 2 0 % ( 0 % Y 1 ( 0 ) ~m~"ll ~ ~ ~ s ' ( B U ~ D r N G ' c o M P O N E N T . s A F e l - v ' i N F o R M A T i o N ~ P u a L i s H ' e o " s ' v l ' P I . ( T R U s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P 1 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R , P E R A N S I I T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . 3 0 . 0 p s f 1 5 . 0 p s f 1 0 . 0 p s f O . O p s f 5 5 . 0 p s f 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 2 0 4 8 S C A L E = 1 . 0 0 0 0 R E F D A T E 0 5 - 1 6 - 2 0 1 : 1 D R W G C M 0 / A L E N . J O B # : 1 3 H S 1 3 8 F T Y P E J A C K Job:(13HS13BF) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I C J 1 A T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP SS Bot chord 2x6 SP SS :Lt Level Return 2x4 SP _#3_12A: 1 7 0 m p h w i n d , 1 5 . 0 0 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . Bottom chord checked for 10.00 psi non-concurre n t l i v e l o a d . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . ( ~ \ Truss checked for 200# movable concentrated loa d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . T ~ ~3X4 '? co j_ DESC. = CJ1A PLT. TYP.-WAVE ~ . ~~, ..• .. · ~ ''"-"" FLORIDA QUALITY TRUSS r=~:~'T"' ·--._,-k ::::J TU.: (954) 975-3384 FAX: (9S4) 9711-8980 JJ20N.W.I61hTERilAC£ l'OMJ'ANO BEACH, FL 33{164 R = 1 7 7 / - 6 1 # R w = 1 8 3 # U = 7 2 # N A I L E D 1 2 = 3 X 4 ( B 1 ) 5 r : ; : : : : " " ~ 1 ' 4 " - - - 1 - 1 ' - - - j I T ~ C o ' ~ ! ' " " l ? s 1 t 1 R = 3 5 3 # U = 6 2 3 # R L = 1 9 8 / - 3 0 # W = B " ( R i g i d S u r f a c e ) DESIGN CR I T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T I R T • 2 0 % ( 0 % ) / 1 ( 0 ) ~~~~~ ~ ~ s 1 ( ~ G ~ D I N G C O M P O N e ' N T ' S A F Y E T Y 7 N F O R M A T I O N ~ P U B L 1 S H E D B ' Y T P I ' ( T R U S S ' P L A T E I N S T I T U T E , 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H ! S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K ! H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . 3 0 . 0 p s f 1 5 . 0 p s f 1 0 . 0 p s f O . O p s f 5 5 . 0 p s f 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 2 0 4 9 S C A L E = 1 . 0 0 0 0 R E F D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . J O B # : 1 3 H S 1 3 8 F T Y P E J A C K Job:(13HS138F) SOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I C J 1 B T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS Bot chord 2x6 SP SS 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 Bottom chord checked for 10.00 psf non-concurr e n t l i v e l o a d . p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 6 W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . ~ · 1 Truss checked for 200# movable concentrated lo a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . ' £ - . . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . ' / T "' ;;, ro j_ 1 2 = 3 X 4 ( B 1 ) 5 ~ R = 1 7 3 / - 7 0 # R w = 1 8 5 # U = 7 5 # N A I L E D T T " ' ' ~ C D - ~ " ' - ' , . _ _ ; : i > 1 1 ~--1' 4 " 1 ' ~ DESC. = CJ1B PL T. TYP.-WAVE ><~, • .-·,:' .. ~'··' -~-•:. FLORIDA QUALITY TRUSS r~.-~--~-~ "· . .L: ... ~-·1 1'1::1., (954) '175-.1384 FAX: (954) 978-8980 JIZO N.W. 16th TERRACE 1'01\li'ANO m::ACH, FL3l064 R = 3 6 2 # U = 6 2 6 # R L = 1 9 9 / - 3 0 # W = 8 " ( R i g i d S u r f a c e ) DESIGN C R I T • F B C 1 0 H V H Z R E S I T P I · 2 0 0 7 F T I R T • 2 0 % { 0 % ) 1 1 ( 0 ) ~m~~~ f ~ s 1 ~ ~ u ~ o i ' N ' G c o M P O N E N T . s A F ' E ' T v ' i ' N ' F ' o R r : t . A - T i o N ' ~ P u a L i s i i e o " B ' v - i P I ' t r R u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . . S U I T E 3 1 2 , A L E X A N D R I A . V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N . W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPO~T A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .. SHA L L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFOR M A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFOR M S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L A P P L Y P L A T E S T O EACH FA C E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I I S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 O . O p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 2 0 5 0 S C A L E = 1 . 0 0 0 0 R E F D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . J O B # : 1 3 H S 1 3 8 F T Y P E J A C K Job:(13HS138F) SOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I H J 5 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS Bot chord 2x4 SP #2 N 12A 1 7 0 m p h w i n d , 2 1 . 6 7 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 :LI Level Return 2x4 SP ]T3_12A: W i n d l o a d s a n d r e a c t i o n s b a s e d o n M W F R S . L e f t c a n t i l e v e r i s e x p o s e d t o w i n d Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 / 2 0 1 2 b y A L S C . Hipjack supports 4-11-8 setback jacks with no we b s . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . All wind load cases on this truss have a 1.33 dur a t i o n f a c t o r . = 3 X 4 ( B 1 ) T 6-3/16" =2X4(R) j_ T 6-1/4" j_ 1 2 3 - 5 4 c : : : : = = - f - - ~ - - 1 R = 3 1 4 # U = 2 2 0 # N A I L E D I I f - . N Z o ~ - ~ f---1'10 - 5 / 8 " - ~ - - - - - - - - - - - - - - - - - - 7 ' 0 - 1 / 8 " - - - - - - - - - - - - - - - 1 DESC. = HJ5 PLT. TYP.-WAVE '~· ,.,,, ... ",_ ... ::.....w. FLORIDA QUALITY TRUSS t:==I=·:--7c:.:=:=::::·=J n.L: NS-'l !175-3384 FAX: (954) 97H-R980 3120N.W.l61b'l'l'RRAC.E 1'01\U'ANO BEACH, Fl ..• HOM R = 4 3 2 # U = 2 1 8 # W = 4 - 1 / 4 " ( R i g i d S u r f a c e ) DESIGN C R I T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) / 1 ( 0 ) ~m~~~ ~ · ~ s l ( B u ~ ' D I N " G ' c o M P o ' N i N ' T ' ; , ; ; ; ; e - T v l i . J ' F c i R M A r i o t : i ~ P U B L i s f i ' e o " s v ~ - r P i · < r R u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N , . ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C . B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . R = 5 5 # N A I L E D R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " / / ~ . v - ) ' S E Q = 6 0 2 0 5 1 S C A L E = 0 . 7 5 0 0 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 7 0 0 0 2 J O B # : 1 3 H S 1 3 8 F T Y P E H I P J A C K Job:(13HS138F) SOLANO-MEDITERRANEAN -LO T 3 3 d F L O O R L O W R O O F I H J 3 8 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS Bot chord 2x6 SP SS 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C . w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Lt Level Return 2x4 SP _#3_12A: W i n d l o a d s a n d r e a c t i o n s b a s e d o n M W F R S . Hipjack supports 3-0-0 setback jacks with no web s . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . All wind load cases on this truss have a 1.33 dura t i o n f a c t o r . T ~2X4(R) ?i 00 _L ~ = 3 X 4 ( 8 1 ) R = 8 3 # U = 4 9 # N A I L E D 1 2 3 . 5 4 c : : : : : : = " ' " I I ' ( o " ' ~ ~ 1 1 - - - - - - 1 ' 4 - 1 / 4 " - - - - - - 1 1------1' 1 0 - 5 / 8 " 4 ' 2 - 3 / 1 6 " - - - - - - - - - - - - - - 1 DESC. = HJ38 PL T. TYP.-WAVE . ' .... FLORIDA QUALITY TRUSS r===·:r~~~:t~~~:=--~:~==~~J I'LL: (954) •J75-J3S4 f'AX: (954) <J7X-89HO 3120 N.W. 16th TERRACE 1'01\!l'ANO BEACH, FLJJ(lM R = 2 8 4 # U = 1 1 7 # W = 1 0 - 9 / 1 6 " ( R i g i d S u r f a c e ) DESIGN CRI T • F B C 1 0 H V H Z R E S f f P I - 2 0 0 7 F T I R T • 2 0 % ( 0 % ) / 1 ( 0 ) ~~"1l~ ~ ; s 1 ( a u l l o i N ' G ' c o M P o N ' E ' N r ' s A ' F " E l - v ' i ' N F " c i i i M A ' r l o N ~ P U B L I S H E o · a · v r P I . r r r i u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPO~TA N T ' " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P i t - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 1 9 # N A I L E D R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . 3 0 . 0 p s f 1 5 . 0 p s f 1 0 . 0 p s f O . O p s f 5 5 . 0 p s f 1 . 2 5 S P A C I N G 2 4 . 0 " / c t , , D S E Q = 6 0 2 0 5 2 S C A L E = 1 . 0 0 0 0 R E F D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . 4 0 2 0 3 J O B # : 1 3 H S 1 3 8 F T Y P E H I P J A C K Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I H J 2 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS Bot chord 2x4 SP _#2_N_12A :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . 170 mph wind, 15.00 It mean hgt, ASCE 7-10, CL O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 psi, wind BC DL=5 0 psi. GCpi(+/-)=0.18 S p e c i a l l o a d s - - - - - - ( L u m b e r D u r . F a c . = 1 . 2 5 / P l a t e D u r . F a c . = 1 . 2 5 ) T C - F r o m 0 p l f a t - 1 . 8 9 t o 9 1 p l f a t 0 . 0 0 T C - F r o m 2 p l f a t 0 . 0 0 t o 2 p l f a t 2 . 5 9 B C - F r o m 2 p l f a t 0 . 0 0 t o 2 p l f a t 2 . 5 9 P L B - F r o m 1 0 p l f a t - 1 . 8 5 t o 1 0 p l f a t - 0 . 1 9 B C - - 3 4 . 5 8 l b C o n e . L o a d a t 1 . 4 1 W i n d l o a d s a n d r e a c t i o n s b a s e d o n M W F R S . Bottom chord checked for 10.00 psi non-concurre n t l i v e l o a d . Truss checked for 200# movable concentrated loa d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r t o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . T 6-:r =2X4(R) ~ 3 . 5 4 = 3 X 4 ( B 1 ) 1 2 c ; : : : : : " " " R = 3 7 / - 2 6 # N A I L E D I I c r = v ; e w . l 1 f---- - 1 ' 1 0 - 5 / 8 " 2 ' 7 - 1 / 1 6 " - - - - - - . l DESC. = HJ2 PLTTYP.-WAVE . ·. FLORIDA QUALITY TRUSS [=-~~.=-~-=~~~=~=--~·-;:] I'E!.: ('1541 'J7) .. J38·1 FAX: (954} 978-89NO J!20N.W. l6thTI:RIIACE 1'0.1\!PANO BEACH, Fl.. .13(164 R = 4 7 2 # U = 1 1 2 # W = 1 0 - 9 / 1 6 " ( R i g i d S u r f a c e ) R = 3 0 2 / - 2 1 # U = 4 8 # N A I L E D ~m-,~ ~ ~ ~ s 1 ( ~ ~ ~ ~ f ~ ~ ~ ~ ~ ~ O ~ e ' N - r ~ s ~ ~ E T Y I N F O R M ; r t o N ) . P U B L I S H ' E D ' " B ' Y V r P i ' t r R u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D . T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N , . ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S . INC., SHA L L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFOR M A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G . S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFOR M S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C . B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K J H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FA C E O F T R U S S A N D . U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P 1 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWIN G I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " t ~ , S E Q = 6 0 2 0 5 3 S C A L E = 1 . 0 0 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 2 0 7 0 1 J O B # : 1 3 H S 1 3 8 F T Y P E H I P J A C K Job:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I M V 5 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #1 Dense 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L ~ 5 . 0 p s f , w i n d B C D L ~ 5 . 0 p s f . G C p i ( + i - ) ~ 0 . 1 8 Webs 2x4 SP _#3_12A Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . All wind load cases on this truss have a 1.33 durat i o n f a c t o r . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . S e e D W G V A L 1 8 0 1 0 0 2 1 2 f o r v a l l e y d e t a i l s . M W F R S l o a d s b a s e d o n t r u s s e s l o c a t e d a t l e a s t 7 . 5 0 f t . f r o m r o o f e d g e . / 1 1 2 X 4 3 I ' ! : 0 ¢2X 4 ( D 8 R ) 1 r-::~ - - - - ~ ~ - - - - - - - , , . L . : . . _ _ _ 6 ' 8 " 7 " ' - - - - - - " 7 , . L . : _ _ _ _ _ ~ ~ - - J I---1 ' 2 " - - - 1 DESC. = MVS PL T. TYP.-WAVE .... .;. ' ~ >• .. -FLORIDA QUALITY TRUSS r-:::...:~·L:.::=:-r=~::.;::::.::..:J I'LL: f')$4) '/75-33N4 FAX: (954) 97H-H9NO J 120 N. W. 16th TERRACE 1'01\ll'ANO BEACH, FL 33064 DESIGN C R I T • F B C 1 0 H V H Z R E S f T P 1 · 2 0 0 7 F T I R T • 2 0 % { 0 % Y 1 { 0 ) ~*M~~ { ~ s r , ~ G ~ ~ f ~ ~ ~ ~ ~ ~ O N e m · S A F E T Y I N F O R M A T i O N ~ P U B L r S H E D . . B Y Y T P I ' ( f R U S S P L A r E r N s r r r u r e , 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IM~OR T A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHA L L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFOR M A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFOR M S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H ! S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K ! H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 1 1 1 p l f U = 1 0 0 p l f R L = 1 6 p l f W = 6 ' 8 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . S S . O p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " b D S E Q = 6 0 2 0 5 4 S C A L E = 1 . 0 0 0 0 R E F 0 5 - 1 6 - 2 0 1 : 3 C M 0 / A L E N . 6 0 8 0 0 J O B # : 1 3 H S 1 3 8 F T Y P E V A L Jab:(13HS138F) SOLANO-MEDITERRANEAN -LOT 3 3 d F L O O R L O W R O O F I M V 3 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP _#2_N_12A 1 7 0 m p h w i n d , 1 5 . 0 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . All wind load cases on this truss have a 1 .33 durat i o n f a c t o r . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . 1 2 3 c : : : : : - - ;¢2 X 4 ( D 8 R ) T b ~ 1 S e e D W G V A L 1 8 0 1 0 0 2 1 2 f o r v a l l e y d e t a i l s . 1---1 ' 2 " - - - 1 DESC. = MV3 PL T. TYP.-WAVE .. . ' .. -~·; . .. ...... ,'':..., FLORIDA QUALITY TRUSS r.=~~~--r-:_-::-_:r::::.::..::3':....:.:::J J'U .. ! ('J.s-4) !175-.~384 FAX' (954) 97H-R980 J 120 N. W. 16th TERRACJ:: l'OMl'ANO lii!.ACH, Fl.. 33964 R = 1 1 1 p l f U = 1 0 0 p l f R L = 1 6 p l f W = 3 ' 4 " ( R i g i d S u r f a c e ) DESIGNC R I T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T I R T • 2 0 % I O % Y 1 1 0 ) Q T Y = 3 T O T A L = 3 •'WARNI N G ' ' T R U S S E S R E Q U I R E E X T R E M E C A R E I N F A B R I C A T I N G . H A N D L I N G , S H I P P I N G , I N S T A L L I N G A N D B R A C I N G . REFEltfO t ! C S I ( B U I L D I N G C O M P O N E N T S A F E T Y I N F O R M A T I O N ) , P U B L I S H E D B Y T P I ( T R U S S P L A T E I N S T I T U T E , 218 NORT H L E E S T R , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFOR M S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A C E O F 2 0 1 1 8 1 1 6 G A ( W , H / S S I K ) A S T M A 6 5 3 G R A C E 4 0 1 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P 1 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S ORA WING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . S S . O p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " t \ S E Q = 6 0 2 0 5 5 S C A L E = 1 . 0 0 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 3 0 4 0 0 J O B # : 1 3 H S 1 3 8 F T Y P E V A L ""!::aiiF"s-.s~~a~ ~~~ 5 ~_,. » -3e.-~~~~s;;.----q i=k!"mif¥-i!>e...& ... -~'t~ ~~==w&~~m:e -= ·c -iii!"~~....; ~-e& _---~~ ....... ;r-;;,;;.=="' ~~j-::;e~~~~= 7f'iE=Ti=' k §=5I¥ --a.~ rE Er?fS~~~~Jt:=:=~~ ~-- ~ ..;; -~ • --_r .5 ~ -~~S::i:!' -_ U;;~m~~;i;:~~~ i#e=Hei§+$43%= .. ---~-- y~~ Ji;e~ H%& -:.¥:::= ~ h--: · rw:-• -%yH¥'A¥"" 1 ·e ~o;;~eaf®& ~~P=RF&~ m~~ -• ¥# §:ocl:f§fr• ,. - -$~ ~ev-rw-9455;se&?54;=~ps: & t55?#=ni5~ --.... 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I I I J \ = I · I / J i l t i W o t • l a p o l l e ~ I I I I I W f l ~ t l l l t , o l w 4 i l l r u l l l l ' l l p M I I b · • ' ' . ' " " * o l l l l l \ l I l l l i l t ~ a l l l l l l l w 4 1 I I I I I - l i m t h a l o o r » - 1 1 1 1 h l l l l ' l l N l n h l l a l " ' * l i t b . , . ll m l q l a ! l t l l o o l , . , I I I I I 1 I I • 1 1 1 . 1 1 1 I I I I I I ' • r • n n l n a 1 4 1 r • l w I A O I ' I I l l l n a l l o n . "'I U ' ' O I I ' A I I I " l l l l a l l l l l I I Q I ' r o r 1 1 1 1 1 1 D I O O I K 1 ' 0 I I I I I I A U i o ' I I O H O O I I T W m l f t l'l f I I I I I W I I I U . I I O U I I I t . U r o u p I J I O . ( 1 1 ' ! 1 1 0 0 ) t l l l l l u o l l l t ~ ~ l o r d J I I I I l l l l l l n l l I I I I I d H I & n , I I Q ' I A U I I N t . o b u l l 4 lh • 1 1 ' 1 1 1 1 1 l i i i i O I I I I I ' I I I f t l l 1 l l l i 1 1 • . e r l l l l r l o a l l l l l o h t n d l l n r . 1 l l l l l l l l l l n r • 1 1 1 \ ! 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A . e t ' e r t o t h e T N H D e t l g n D r a w i n g ( T O O ) f o r t h e b r a c i n g r e q u i r e m e n t s f o r e a c h l n d l v k t l a l t r u a a c o m p o n e n t . . . " B r l d g l n g , • p a r t i c u l a r l y • a t r o n g b a c k b r i d g i n g " I a a r e o o m m e n d a U o n f o r a t r 1 1 J a a a y a t e m t o h e l p o o n b o l v l b r i O o n . l n a d d i t i o n t o a i d i n g I n t h e d l s t r l b u l l o n o f p o i n t l o a d a b l t w e e n a d j a n t t r u 1 1 , e l t o n g b a o k b r i d g i n g H M I I t o r e d u o e ' b o u n c e • o r r e l l d u a l v i b r a t i o n r e a u i U n g f r o m m o v i n g p o i n t l o a d a , e u c h a a f o o t a t e p a . T h t 1 p u r t ' o r m a n c e o f a l l f t o o r · a y a t e m a a r e e n h a n c e d b y t h e l n a t a l l a U o n o f e l f r o n g b a c k b r i d g i n g a n d t h e r e f o r e I a l l r o n g l y r e a o m m e n d e d b y 1 1 W B u i l d i n g C o m p e n t l G r o u p l n o . F o r a d d i U o n a l l n t o r m a U o n m g a r d l n g e f m n g b a o k b r i d g i n g , r a t e r t o B O S I ( B u i l d i n g C o m p o n e n t S a f e l y l n f o r m a U o n ~ . ' I ' C L T . , ' l ' C D L 1 3 C D L B C L l , P S l r R l l l l 1 ' S ' l ' l l O N G 1 3 A C K l l S l l ' - D A ' l ' l l l . 2 / 2 B / L 1 P S J r D l l W G _ S T n T m i B I W 2 U P S F ' r o ' l ' . L D . P S F ' D U R . l l ' A C . L O O · ~ - - - - - - - - - - - · ' S P A C I N U C L B - t . . • W · E · ' · B · • . : . J B R . A C E S U B S T I T . U T I O N . 'l'Hlfll lllll'l'Alt, 11!1 '1'0 B l \ 1 U f l l l l l ' ) W H I I I N O O N ' i ' I N U O U S L A ' l ' D l n A . t . , l ! J R A C J I N G ( 0 1 , ' 9 ) liS Sl'IIICJllPIJDil ON A t ' l \ U t ! l l ! l l . l n l ! l l G N F J U ~ ' A N A l . ~ ' l l l R N A 1 ' 1 V l U ' 1 ' / m l ~ I~'I~ACING Unl'l'HOD I ~ D l ! l l ! l X U D I J ) , NOTJW: 'l'l:llJ!l tllll'l'.fllJ., IS O N I , Y A l i ' P J . , l O A l l J . , l l l l i ' O R O H A N ( ] J N f . l ' . I ' I · I n l 1 9 P I D O I I I ' J i l l l > l1J.,U Sl-lOWN ON SI N l l l . l l l l ~ J , Y S I D A J , U I ! ) ] ) J U S J I G N S • r o ' I ' ~ · D l l A C I N C f O l l F J O A J : I J:ll'!A.tllNG. Al.'rlllllNA.'IWDI lmA O J N l l 5 1 ~ 1 J i l C J I I I 1 1 f t l ) I N C J H A R ' l ' f : J ~ I T . , O W M A Y E I I H C l ! ) N F J I I I : R . 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I A / M I N I M U M , a _ Q ~ O F W J U J : 1 1 , { / M J i l M B l l l R W l l l ~ l t ' r U A ( ~ / ) 5 ( \ I · - · · - · · · - c : t L . . . . . ' l ~ . ~ l ' 1 ~ ~ ~ ~ ~ ' 1 / 1 ' 4 - ~ - - . . · · - - - · ~ · ~ ' . 1 . ' - l ! I I . ~ A C I Y J . , · - T : l l W J l l l · - · - · - r - - . . . . . - - . . . . . . . . . . . . - . . . . - . . . . . . . . . . . . . _ , , l o o . . . . . . . . . . . . . . . . - - . . . . . . . . _ . . . , . . . . . , . . . , . _ . _ M . . - . . . . . . _ . . . _ ~ , . . . . . . . . - . . . . . . . . . . . . . . . . . . . . . . , _ . . . . . . . _ , , , , M . ~ · · · · . . . . . ~ . . . . . . . . ; . . , , ; . . . ; . . . . . . . M . . . . . . ~ - · . . . . . . . . . S C A B B n A C I N G : . A P P l , Y I U C A D ( I ! I ) 1 ' 0 W I D D l l i ' A O J I I 0 1 1 ' ' 1 ' / D i l l . N O M t > l ' l l l T H A N ( 1 ) B O . A B l - 1 D i l l I r A r n n . A T ' l ' A O I · X w r n r 1 0 d I ! J O X O R G U N ( M S I ' : l ' 1 K S . " , M I N ) N A l l d 1 J . A 1 ' e i j o , a . J : l R A O I D 1 1 ! 1 A M I N I M U M f l O " 0 1 1 ' W I D : O M m M I : l l l l l l L l n N ' G ' l U - - - . . . . . . . ~ - · - · · - · · - · ~ · - · ~ o o ~ . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . , _ . . , _ , . . . . , . _ _ , , , , _ _ , . . . . . , . . . . . · - - . . . J . . . . & . , . _ , , _ _ , . . _ _ , _ l t l O A l i l B I ~ A C J n l . . , ~ · - ' / . ~ ' ? . . . . . • · ' ? / " " ' " " ' , . - - · - · ~ · / ' ~ - - - · - - - - . . . . . . . . . . _ , ~ , . . . . . - - . . - . . . . . . . _ , . _ , . , , . . . . . . ~ . . · · · · - · · . . . . . . . . . . . . . . . . . . . . _ _ _ . . , . . . . . . - . . . . . . . . . . . , _ . . , , . . , , . . . , . . . . . . . . . . . . . . . - - . - - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . - . . . . . . . . . . . . _ _ _ , . . . . . . . . . . . • r o u . . ' l ' C m . , B C I J l , B C L L P r : . n r n l l l l t ' C l . l : l l ~ l J f : I S ~ I ' , l ) f f l D ' l [ ~ ~ ~ f . : : : I Z Q § _ i [ = ~ = : ~ ~ : : : : : , P S l ' ' l : l l ? , W O l ~ l ~ C J l , l : ' J S l J J ~ O l . O I : ) _ . . . . . , . _ _ _ _ _ , . . . . . , " _ . . . . , . . . . _ , t _ _ _ _ , , . . . P S l l ' 1 ' 0 1 ' . W . l 1 1 ! l F ' - - - - . . . . . _ _ _ _ _ m . m . l ' ' A c : . · - - . . . . · . . - · - · " · ~ . . . . . . . . _ " " " ' ' ' " " ' " ' " " - " " . . . ; F . I } I . A r J I N t l · · - · - - - - ~ . . . . - - . . . . . . - . . . . . . . . . L . ; . . , . , _ , , _ _ h _ I I I I \ I I I I I I W M W / o l l l l " ' - . r . . . l o L . o o o t . . . - . . . . , o . . . ~ " ' - - o l - n l o l t l t l o l t l o ~ l l l l l l l \ l t l f " " ' " ' I I I I M W I I I ' j p 1 ~ Vo.Lley .ue·t n l l - - A ~ L t : . . ! · - W I l t 1 U M p ! 1 1 ' 1 : ~ . j U " ' ~ Top Chell"<~ 2x4 SP UeNI S P I " ~ ~ l . / 4 i l 2 1 D F ' - L t i 1 2 o r • k u ; r t t ~ r r , i I 1 v 1 e o . n r l e t g r n ; ~ r u r · 1 . . 1 u . . ~ ~ y l : : . . r i L ~ u : : : > t : : : \ . i l J 1 : . . " ' 1 _ ; , ~ . . . ~ " . c . ~ , . . . . . . . L , I . . H J Bo·t Chot"'cl 2x4 Sl::l 4~2N O l " S F ' F ' # 1 / l l > i ~ O l " l o e · t t e r • , W'Eikls Clx4 SP 41~1~ S F ' F H l . / 4 ~ 2 . ~ l J F - L . 1 1 1 L ~ o r l o e · l ; t e r , ' I ' M4~ A·t·to.c:h eH~c:h vo.Uey · b t l t v e r y s t ~ p p o d i n g · t r · t ~ $ 5 w l t h 1 I 560•1' c:tmnec:·tion cJ r ' w i t h ( 1 ) I T \ o / B C C i H A 4 Ol"' i··iAC!.~) c:ormwd:ol " o r • e q t ~ i v t ~ l e n t · P o t " ASCE 7·-1.0 l.f.lO Mph. 3 0 1 M e t l l " ' i · i t t l g h t l P o . r t . E n c : . Built~ir1g1 f~xp, C1 \o/l n c l T C D L = \ 1 p s l · ' 1 l < z · t = 1 . 0 0 Or . ASCE 7·-10 160 Mph, ~ l ( ) l M t 9 o . r \ H e i g i • l ' b 1 P o r t , E m : . · 1 })\Aildlngl Exp, Il1 \o/i n o l T C l 1 L = 5 p s · P 1 i < z t : : u 1 . . 0 0 Cu·~ ·ProM 2x6 or· lo.r·get" O.lr> r•eq1(~ ,. / ~ L_· - - - ~ l· ... ~--iF ~ 1 i ' = 1 r - - · · l J.a.. ~ l.~E~~.x ~ ~ ! X 4 ~ , 2 X 4 ~~---~· ~ - ~ - - ~ · - : ~ l .... =.-=--i:i = t J ~ 6 - = ~ : - _ . . , 0 ,.../;:::-•• ~ l.2 M<~x. I~/"~4 X ' ~ U n l n s S l 2 e d f i e o l o n e n 1 ~ l n e e r 1 s s e o . l e t ~ c i e s i g n 1 ( ~ p p l y 1 x 4 * P l o r • o . t : : ( ! l 1 8 0 % l a m ~ ; r ~ h o . P w 4 t l o l s o . M e s p e c : i u s o . r u ~ S i ~ B g r ' ( ~ t ~ e t W ' i o t l l t " t e r 1 t ~ t ' t t l . t : : h e o l w i t h S o l b o x ( 0 , 1 1 3 * > < 2 , 5 • ) M i l s o . t 6 * o . c , l C l f ' c : o n · t i r 1 1 A O W 5 l o . t e r ' ( X l k > l " c ~ c : l n g , e q u o . l l y s p o . c t a H ~ ~ · r · ' o r · v ~ r - · t i c o . l v o . l l e y w e k H . ; g r e o : b e r ' · t h t H \ 7 ' · · 9 ' , F " o r ' v G t r · t i c o . l s o v e r · l Q I · · ( ) • · t o . l l , ( ~ p p l y ( 2 ) 1 x 4 • r • l o r c ~ c e s , B O X l e n g · t h o f w e l o 1 I O . M e s R e c : l e s o . n o l S R D g r o . ( ~ e t : i r l o e H e r 1 ( ~ · t · l ; o . c : h E . u ~ w l · t h E l c ~ k > O > < ( 0 , 1 1 3 ' x 2 , 5 ) n o . l l s @ 6 ' o , c , T o p c h o r ' o i o ~ t r u ! l s l o ~ m a o . t h v o . l l ~ y s e r b I V ! l A ! ! I ' t b e k J r O . C : I i l l ~ w l · t h l p r o p t r l y ~ ~ · t · t o . c h G i o l l r · o : t t i l o l s h a c ~ · t h l n Q o . p p l l e t ~ p r i o r ' I ; ( J v c ~ l l C ! ! y · k t . l s s i n s t o . l l o . t i o r \ , O r P ! A r l l n s o : t l i W o . c : , o r o . s o · b h e r w l s e s p e c : : l f l e o l o r 1 E n Q i n e e r ' 1 s s e t d ~ c l d e s i 1 ~ n . O r • B y v o . l l e y · t : r l A s m u ! . l U d I n l l a t , J o f p l A Y ' l l n s p o . d n g t u ; s p e c : l f l e ! ~ o n E n g i n e e r ' s s e o . l e t ~ c l u l g n , I M I M I M N o · b e t h o . t · t h e p l . l f ' l i r l ~ ~ p o . c l r \ Q f m - k J r • o . c : l n r , ) · t h t ~ ~ · t o p d w t • · d l 1 o f · ' · t h e - t r · w s : s l o e n t o : t h · ~ h e v o . l l e y I s M E i t H ! l A r t ! i d t ~ l t m ~ ) · t h & ! i \ C ) P t l i t 1 f · b h e · b o p c : h a r d , + + L o . r o e r s p o . r 1 s M o . y b e i ( l \ A i l · t o . s l o i ' ' G O . $ · t h e v ~ H · · · t i c c l l h e l r ~ h · l : c ~ c : : > u n o · t E l > < c : e e o l 1 4 ' - 0 ' , B o · t t o M c h o r d M t ~ y b e s q l A O . I " ~ o r · p l · t c h e c l c u t ( ~ $ s ; h o w n , \ t / 4 X 4 , , ~ ~ ~ r l g - 1 \v'1X3~~--··"' 6 - 0 . . . 0 ~ \ o / 1 X ~ 1 ........:;::.-:'Jo \.11 X'l \o/1X3 , . . . < M ~ . l i J m . L c : . ! r u U _ ) \ o / 2 X 4 -.or.:;;.. .. _. n.n.~------ u u , . . . _ _ . . ~ P l ; t i < J : ~ e o l C u · t B o ~ 1 l o M C h o r d V ~ l l ~ y S q t A c > . r ' E l B o · ~ t o M C u t C h o r d ~ \ / 2 X 4 S · t u l o l o e c ~ V o . l l e y E n o l D e r t c ~ l l . ~ · 1 = . . . . . . . . ~ · r C l j Y t k > n < ~ l H l p . . o i n t D e · t o . l l ::~==:~:::.:-1" 6 . ; ( ) - : : : = ~ - - · · : , I ... ' ' j '') ~--.. ' ' " " " ' ' · 12 Mo.x, ~~l.l.. __..,..-~"~4X 4 · ~ ~ .. -:;,../: , , ,/;,.., ' ' ~ x · : ~ . ~~........ , , , ,/;;;:;Ju \o/1X8 I ~ ~ - __. \/5WlsPt . T M i i i < S p • a n Q r ~ · • -n~L-_:_:_· : _ _ , · · - - n \ o / 1 X 3 ··--·-·-w-·-·-M--R--· - , - · - r - - - r - r · - - - - - - 1 --·-·------·· f.?.0-0- 0 ( + + ) Supp01""\;li•1g tl"l~~Sel l o : t 2 4 t o , c , M O . X I i ' I J l A M s p o . c : l r 1 g , ...................... ~ ....................... ~ .............................. ~ .................. , ..... , .. ~·~· .. ~· . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . ' ~ . . . , . ~ - . . . . . . . . . . - . . . . . . . . . . _ . . _ _ _ , . . . . . . . . . - . . . . . . . . - ~ ~ . . . M M I M P L I A T A N T M ~ * l M m ~ , ~ ~ ~ ' \ l ! . ~ I I J ~ · U A f _ l . ~ ~ \ 1 1 1 ~ \ j ~ l l . 1 ITYi!J l~lllldlnu Onmpnn~niH !.>lrllllll 11111. . . . ; • l l • y 1 0 ~ ~ · · " ' Y « ' ~ ~ o ( ' ~ c , Q o : . · ~ - - - · ~ - ~ - · - - · - - - . . . . . . . . . . . - • • ~ - - - - . . . . . , . . . . , , . . . . . ~ . . . - . . _ . . . . . . . M • O · - · ~ - O o M , 0 · · - · 0 0 o o 0 0 B ~ O . . _ . . . - . . . ~ ~ . . . . - . . . . , T C L L 3 0 T C D L 2 0 B C D L 1 0 B C L L ' ~ 0 1 ' 1 ~ h l l f l ! : ~ 1 O i l Y · 1 ' 1 1 6 \ l h o l l I , f ~ l l " ' D t a c c o p ~ r w ; q ~ n ~ u u t u 1 1 t h l r 1 & t e d ! . - · - - · ~ . . · ~ · - . . · - · · " · " . . . . . . . . . . . . . . . _ . - . . . . . . . ~ . . · - - . . . . . . . . . _ . . . . . . . _ _ , . . . . . . . . . . ~ . . - - · - - - - · · 3 0 4 0 P S F ' R E T V A L U ~ Y D E T A I L - - - - " " ' ' " ' - I 1 5 7 P S F I l A T E I Y 1 6 / l . 2 . . . . · - · - - - - · · - - - - 1 1 0 1 . 0 P S F ' D I ~ \ V G V A L U 1 0 l . O O i ~ ! . i : ? . - - · - - - - · - - 0 0 P S F ' , , _ . . . . . . . . . . . . , . • , u r u 1 I : : S I · ' A l ; . l N ( i 2 4 , 0 " ~ - - - - . . . . . . . . ; ; ; . a _ : . . . . , , _ _ _ _ _ J . . ~ - - - - · - - - - - · - - - I I I O . . . . J . . . . . . _ _ . . . _ ~ - · · - · · - . . - - - - - ~ ~ ~ . . . . . · - ~ - - - - H I ~ - C ~ Y R ! : ! _ ~ . ~ S , ~ 1 : . . ~ ~ ? ! r £ ~ ! . ! : . j ' - - . . . . . . . . _ _ _ _ , _ _ . . . . . . . . . . . . - - . . - . . . . . . . . _ _ _ , _ _ , . . _ _ _ ~ . . . . _ . . _ _ , -~·----.......... _~--··· * * ( : 3 ) 1 6 d ( O . : l 6 2 " : x : 3 . 5 " ) T O E - N A I I B r ~ ~ i' ~t l"' ra .!!, . . · ~ 0 " ' ~ i • l - - • l o l _ . , . _ l • l - • . . • - - l · r . • - • • " " ' . . . . _ . . . . . , " " " 1 • 1 " ' " • - 1 t i ' J ( ] I f ) ( J L a L i l l c o R N m 1 d A C K s 1 1 : · 1 · 4 k l ' · . . O " + 2 ' - 0 " + 2 ' · · 0 " * 2 ' · · 0 " t 1 ' · . . 0 1 1 * ( 2 ) 1 6 d ( 0 . 1 6 2 " x 3 . 5 " ) T O E - N A I L S N O T E : l . O d ( O . : I . 4 f l " x B . O ) G U N N A I I . , S M A Y l l l i l l S U I 3 S T I ' l ' U ' r J l l D I N l ? t , A . C D l 0 ~ ' 1 . 6 d T O l U - N A l l o l 9 U l ~ ' l ' O • r r - : m : M A : X : t M . U M : R E A C T I O N S S H O W N ' ! 3 1 U I . o C Y W ' , ( 2 ) N A l l J S : R . . 2 t l 0 ( / • U • 3 4 , 5 { / ( 3 ) N A i l $ : l ~ l i l 1 3 0 0 { 1 U • · l ~ 2 0 { ~ · - - - " . . - - . . . . . . . . - " ' " ' - " · - . . . . . . . . . , . . . . . _ , _ _ . . . . . . . . . . . . . . - . ~ . . - · . . . . . - . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . " ' " ' ' " ' ' . . . . . . . . . . _ , , . . . , , ~ 1 1 1 1 \ t - · ~ . . . . . . . . ~ . . . . . . . . . . . . . . ~ , . . . , . . . . . . ~ . . . u : . . - · . . . . . . - - · - - - . _ . . - r ' f : J J - - " ' " " ' . , . , . , _ , . , . . . . - - . . , . . . . . I J . . " • ' ' ' ' " . l I . J • ~ ~ l l . t : : . ( } ) . . . . - - ; : 1 1 ~ ; : : - - ~ - - ~ . . . . . . . . . . . . . W E · I : ' l ( ' ' V A I " ) Y I ' C l . , . . - - · " " " 1 ; ; 1 , ) . \ . . . . ~ ~ r . ~ ~ ~ ~ ~ - - . . . . . . w ~ · - - , · ] ! 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' l l l l l l t l l l " a - l . t l r a l r t l l l ' l l l l l o l w e 1 1 l d l l " ' * ' ~ • ' i a J a l l e 4 " ' ' 1 1 1 1 1 1 , · - - - : L : : . . . ~ . . · - - · · · ~ · - - ~ •u • n • 1 3 , . _ , , 1 1 1 1 1 1 1 1 l u b • l f l l t r t t 1 1 t l , . , P • r • l o r l ' l l t r t t n r o 1 1 1 1 1 1 u n . • " B C J ) l . , · - l 3 S l ~ D R W ( l S ' l 1 1 f l ) : ) l J O ' W ' N ' H J r . l ''llll' O I I I ' A i l ' P • f l l \ 1 1 1 1 1 1 1 U O P T o r ' l ' l l = = N ' a I H I I ' I ' A L M t ! O l l l f t ' ( J I I , , 1 · - , . · - - · - ~ · " - · ~ " · · · · - · - · - . . nw U l l l l d l l l r C l l i ! l i ~ D 1 1 • 1 • " ' a r m ~ ~ t l l l o • n w l l • l l M I b e r t O O ~ ~ • • ~ ~ ~ , ~ ~ ~ · ~ u o ; ~ r ~ ~ " ' t b l - o • • ' • • • · B C L o l J 1 0 . 0 0 P f . : l l ~ lnT l • l l n n t O l i l l l l d l i t l r U I I I n I f i l r l l l l t ' I I I I I ! T l ' l , o r I t I t I t o l I I M o t n l l l t U I I ' I I a 1 · ~ • · ~ w _ , _ br\ O I I I I ~ l r U N I I , l t ' l i i ! C l l t o l l l \ . . 1 . , » ' ' ' ' ' l U m t . i l t t i i i i J 1 / 1 0 l A " ' ' I l l , e l l l l C l ' t d t 1 1 / 4 ~ 8 0 ' l ' O ' r ' J . , l ) , 3 ' 7 - 5 5 P S l l ' k/1 : 1 1 1 1 l ' ' I • • , ~ l r ~ l l \ t l l o t h l a o e O l l o p O l 1 6 n e l h 1 1 1 1 ~ . , - . t " 4 o i l I ' " ' ~ ~ ~ ~ ( l , ~ . U J ; l , . ~ • ! 1 ' / • m r 1 1 1 1 r • I n ~ ' ' • " • e o o , ! t : , , ' " ~ ~ · ~ • • ' o n a f • n • f n . . I ' I K I ~ ' ~ * 1 1 . 6 : ~ ~ , , ~ • e , · - - - · - - - - - · llll' l i l t 1 1 1 1 e o m ~ o l l t l l f ' ~ t t d l l l i l i O i t f t , ' ~ 1 1 1 t u l l l b W i r 1 1 1 d U l l o l l l t l l l - P O I \ 1 1 1 ' 1 1 1 1 ' 1 1 1 1 ) ' l l l i U : l l q I t • O U R J l ' A C 1 2 5 W!'. W f t l . ! ! ! . ' L ~ ! ! ~ ~ ~ ~ ~ • . P ! ' . ! ! ! \ ~ ! : . ~ r ~ . ~ ~ } . ~ ! ! ' ! . . ~ l . . . . . . ~ o ~ o . . . . . . . , M , - · · ' " • • • • · - - - - · ~ . • . : . _ : _ _ . : . _ , _ . PB[I)lJCT CODE ClEAR OVEBAI.L O¥EBAll. JOIST HEADER 1.BAD !JIJIWDI rAC1liB LOAD llUIW'Imi D\CIDR wmm ~ ~ ~----~~~------~--~--~---.--~----+---.----.~~--; (in} [10) lin) SIZE QTJ SIZE mY 1 1.15 1.25 1Ji 1 1.15 1.25 1Ji IDS2:12-2 liiS212-3 liiS210-3T i1JS2t2-3f 1112 12. 1 518 57115 1112 12 1 518 615f16 1112 12 1 518 815116 1 i/2 12 1 518 10 15f16 3 12 3118 5 7/16 3 12 3118 615f16 3 12 3118 815116 3 12 3 118 1015116 3 12 3 7/16 5 7/16 3 12 3 7/16 615fi6 3 12 37116 815fi6 3 12 3 7/16 1015116 31/2 12 3518 57116 31/2 12 3518 615116 3112 12 3518 81:1f16 31/2 12 1015f16 4112 12 5 7116 4112 12 14518 615f16 41/2 12 4518 815116 4112 12 4518 1015116 4112 12 5 5 7/16 4112 12 5 615116 4112 12 5 815ft€ 4112 12 5 10:5.116 iOd X i-"!1.2 Nails ale Q_14-~ ~ -~.f: iOd COhi!!!Oi! Nails an;(L1~X~-~ 16rl Comrr:-on NaiS ara 0_10Z";;:: as= EV . .:!..LUA"'flrn'l RE.CORT FOR 41/4 4114 41/4 41/4 41/4 41/4 41/4 41.14 41/4 4114 4114 41/4 4114 41/4 4114 41/4 4_1/4 41/4 41i4 41!4 IT"~/ BGG CON~~ fiUCTION R~XJV,fARE p-RE,PARE!) FOR 'l:; FLOR!l?A PRODUCT A.d!::PRO~i"..AL 14EJ7S ~3,2!Yifl (Arr-~£~:1 ~ 13., 2fliU as rn.;Ed ~ ~~ ~laitL~~~ .. F~FL~~ m"'iB< .. ~ c.~GPt.-p inc ~~tm-.re i-~Ciiy~ F~~ C~Zl8 0..14B"X1..5" 30 fi.162"J:3.5" 40 6565 7410 '7410 7410 fi.148"x1.5" 38 0.162"J:3.5" !il 8210 8855 8865 8855 0.148"x1.5" 45 0.162"J:3.5" 60 92-40 !JZ40 9240 9240 0.1~ 24 0.162"x3.5" 30 4925 5035 5035 5035 0.1~ 30 0.16'2"l:3.5" 40 6565 7410 7410 7410 0.148"x3.fr 38 0.162"J:3.5" !il 8210 8865 8865 8855 6475 6475 0.148"l:3.1r 24 0.162":a.5" 30 4925 5035 5035 5035 0.148"x3.ll" 30 0.162":3.5" 40 6565 7410 7410 7410 2100 2100 7410 0.148"x3ll" 46 0.162"X3.5" 60 0.1~ 24 0.162"X3.5" 30 0.141rx3.D" 30 fi.162"1:3.5" 4} 7410 7410 7410 il.14ir-..3.0" 38 0.162"X3.5" 50 il.148"J:Sil" 46 il.162":3..5" 60 9240 9240 9240 9240 [[ u The prom~ descr"ihed ID iiis repu.i na~ been~~ ~~&a~ me fe4-uit~l~ otme Rur!da ~~tg !:.~ ar!d ~-tiiirl ID Deb CIA~ ~1~ the P-~ida at~m.y 0~£~..en used in ~-da-ICe ~ ~~ ~l~laOC!fl ~:Jrt.. ! RE\1EWEO q. A'f~\1~ L..S .y. ~ REVIEWED, CORRECTIONS NOTED 0 REVISE AND RESUBMIT 0 NOT APffiOVED 0 Checking is only for conformanc_e with the deSign concept of the Project and compliance with the mformaliOn gtven tn the Contract Documents. Contractor is responsible for dimensions to be con- firmed and correlated at the job site, for information that pert~ms solely to the fabrication processes or to techniques of construction, and for coordination of the work of aU traoes ! i i ~ H · {954-) 9~-3384 j;-Jt~{95~):;I~ • JSM Aj<;_~~RE CJl·Y OF P~S#JG.:-Yu~Z LE;6 . ~t2...:..l} 13535 PA.~ C:ENTR~ Bt."VL: tF~.~JID BiACH, FL 33064 Bu-rr :DJNG Dl!i'ARTMEt~ 1 PARKLAND GOLF & C.C. PARKLAND TOLL BROTHERS, INC. ~aAiEMENi: certi'ylhet~..e s~wii!9 fa"~tr"tlSSeS ~an me ~seaisd index sheet have~~~ and jde::ii~ :ad fcriiu .. p;a.Ee liiliib 1i1e Floiii;!a ~ Code 2010.. i ~trusses have bean designed ~ }:~-=-~iUs · _ -_ w;wimi and ron::~ as required byti-=~~-s: I I I TRUSS~ eotiDIT"IONS ;ROOF TRUSSES .TOP CHORDLNELOAD 30~0psf 'TOP CHORDDEAD LOAD 15Jlpsf ~CHORD IJ'VE!...UAD - 'SOTTDU-CHORD DE'--.D LOAD 1 O.Opllf TOTAL~ 55.0psf DURA~ F.PCT"Clft l 1.25 ~OOR iRussEs TOP CHORD l..NEI.DAD "TTP C:--iORO DBID LOAD ~! oOi.li ~-iORD I filE • ~ ~ ~~·~C~DEADt..OAD TOT~¥..~ ~Rl\....-:>N cAC7~ ~ ,I; --..= ·~ ~ ,; I. f.J!i"C 170 L=~ Calsoor..,. C -TT ~;,.:::;-~~-~~ ::o_r,l?_ V. r~-· K...-"""0! ~~~ ~::z;, 11.~;;, ie:o-npL~ ~used for G~: • 4-0 eo --s I 6J) ' /.()D ~ll.~_i:sa is E ~JSX ..,1.:_~ ~~.:~_in ~-::-.ce_wih r!Dfi.ls 9-I-_ tB 61G1~3i.?C<3 ! he ~__..-=s ~!"~~~ lL_ ma-u ___b_.a=<!; tii~ £a till& or"~ ~and ~./Sd b¥ n-~-As ~..e.<'"'" bv my seal, ~ r,;.::.::-~ fcSi~y ihat-Ihe ~,S ;;!fa~I~! is Ir~IS ~-i CO£!= -J iu trae t -i c: =.:_.y ~ A.?:L~~ ar:srl ~-- ::A.-Y±=KTA KL\V.~~JGLU, P .. E .. FL .. PEG. 1!~1310 a...vJ VI~ RODGERS CiRGi F #&300 MAY 2 2 2013 .. Customer Information: Florida Quality Truss Main Office:1-772-545-3950 Alt.Ph: -Fax:1-772-545-3690 Engineering-List Job#: 13HS138R Date: 5/16/2013 Project Information: Name: Contact: Name: TOLL BROTHERS· PARKLAN Fill in later SOLANO • MEDITERRANEAN • LOT 33d UPPER ROOF Address: Address: Region: LOT 33d City, State, Zip: City, State, Zip: PARKLAND, FL ~::_~_i_~-~~-'._:_::_:_EO_N_E------------~ ~N-o-~-s-:--------------------------------------~1 ~Lo_a_m-ng_: __ ~L_L ____ :_: ______ :_O: __ _ Engineering List Seq. Qty Span Description Truss Slope I OH·L CANT-L STUB·L Height Num. TCIBC OH-R CANT-R STUB·R 1 1 41-07-04 A1G ~ 5.00 0.00 01-04-00 00-00-00 00-00-00 08-10-05 2 -Ply 1260 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00 2 1 41-07-04 A2 I 01-04-00 00-00-00 00-00-00 08-10-05 I~ 5.00 0.00 292.61bs.each 1 ~~ 2x4 I 2x4 01-04-12 00-00-00 00-00-00 3 1 i A3 I~ 01-04-00 00-00-00 00-00-00 08-10-05 1 41-07-04 5.00 0.00 281.4lbs.each l..a~j 2x4 I 2x4 01-04-12 00-00-00 00-00-00 4 1 41-07-04 A4 ~I 5.00 0.00 01-04-00 00-00-00 00-00-00 08-07-00 285.6 lbs. each 2x4 I 2x4 01-04-12 00-00-00 00-00-00 . 5 1 I 41-o7-o4 AS ~ 5.00 0.00 01-04-00 00-00-00 00-00-00 07-09-00 277.2 lbs. each 01-04-12 00-00-00 00-00-00 -2x4 I 2x4 6 1 41-07-04 A6G ~-""J>o.c,. 5.00 0.00 01-04-00 00-00-00 00-00-00 06-11-00 260.4 lbs. each 2x4 I 2x4 01-04-12 00-00-00 00-00-00 7 1 41-07-04 A7G 5.00 0.00 01-04-00 00-04-08 00-00-00 07-01-15 JT\~ 2 -Ply 1030 lbs. each -2x4 I 2x4 00-00-00 00-00-00 00-00-00 8 1 44-11-00 A8 5.00 0.00 01-04-00 00-04-08 00-00-00 06-04-09 250.6 lbs. each ./1'(} \/'.~ 2x4 I 2x4 00-00-00 00-00-00 00-00-00 9 1 44-11-00 A9 5.00 0.00 01-04-00 00-04-08 00-00-00 06-01-00 253.4 lbs. each ~ . J·, I _,.I>c:,.. 2x4 I 2x4 00-00-00 00-00-00 00-00-00 1 44-11-00 A10 i ' 1 o1-o4-oo I 05-03-00 10 I : 5.00 0.00 00-04-081 00-00-00 254.Bibs. each I ..<"(J">,~CZi?sv'] 2x4 I 2x4 j 00-00-00 00-00-00 00-00-00 11 1 44-11-00 A11 I, 5.00 0.00 ! 01-04-00 00-04-08 00-00-00 04-05-00 239.4 lbs. each ........-N--..... ......_ ......_ // 2x4 I 2x4 j 00-00-00 00-00-00 00-00-00 i 12 1 I 44-11-00 I A 12G : 5.00 o.oo I o1-o4-oo 00-04-08 00-00-00 03-07-00 I 2 -Ply 1022 lbs. each 2x4 I 2x4 1 1 00-00-00 00-00-00 00-00-00 I 13 1 39-04-00 I C1 I I o1-o4-oo 00-00-00 00-00-00 06-01-00 ~· 5.00 0.00 212.8 lbs. each 2x4 I 2x4 i 00-00-00 00-00-00 00-00-00 I, 39-04-00 I C2 ~! ' 14 1 5.00 0.00 ! 01-04-00 00-00-00 00-00-00 05-03-00 I I 212.8 lbs. each :4 2x4 I 2x4 I 01-04-00 00-00-00 00-00-00 I I Page I of 4 •. Seq. Qty ' Span Description Truss Num. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 i 39-04-00 C3 ' ! I 1 I 39-04-00 !! C4G : I 2 -Ply I !33-1 o-08 I 01 1 133-10-08 II 02 3 33-10-08 03 133-1 0-08 04 17-10-00 FGR1 I 2 -Ply 06-06-081 FGR2 I I 2 -Ply 15-09-04 I H1 G ! 2 -Ply 15-09-04 H2 15-09-04 H3 15-09-04 H4 15-09-04 H5G 09-08-08 L 1 09-09-04 L 1 A 09-08-08 L2G 09-03-00 S 1 G 09-03-00 S2 09-03-00 S3 09-03-00 S4G 2 -Ply 1 05-02-05 I M5G I I I 2 I 03-03-02 M5A I, I i 207.2 lbs. each 912.8 lbs. each 249.2 lbs. each 260.4 lbs. each ~~ !~I 219.81bs. each I.~ I ! ----<v" ~-:. 208.61bs. each I ~ \1./ I 358.4 lbs. each 128.8 lbs. each IQ"",I,-.-:::I:=::=::.--===-.....::=~=::ii::j~ 442.4 lbs. each 85.40 lbs. each 85.40 lbs. each 92.4 lbs. each 99.40 lbs. each ~I 67.2 lbs. each 61.60 lbs. each 64.4 lbs. each 92.40 lbs. each 103.6 lbs. each 82.60 lbs. each : ~ 308.0 lbs. each 72.1 lbs. each ~ 42.70 lbs. each ~ J I i I I I i I 'I I Page 2 of 4 Engineering List Slope TC/BC OH-L CANT-L STUB-L OH-R CANT-R STUB-R 5.00 0.00 2x4 I 2x4 5.00 0.00 2x4 I 2x4 5.00 0.00 2x4 I 2x4 5.00 0.00 I i 01-04-00 00-00-00 I 01-04-00 00-00-00 I I I 01-04-00 00-00-00 01-04-00 00-00-00 : 01-04-00 00-00-00 00-00-00 00-00-00 01-04-00 00-00-00 2x4 1 2x4 00-00-00 00-00-00 5 _00 o.oo 1 01-04-00 oo-oo-oo 2x4 1 2x4 1 00-00-00 00-00-00 I 01-04-00 00-04-08 5.00 0.00 2x4 1 2x4 00-00-00 00-00-00 0.00 0.00 2x4 I 2x4 00-00-00 00-00-00 00-00-00 00-00-00 0.00 0.00 i 00-00-00 2x4 I 2x4 ' 00-00-00 00-00-00 00-00-00 5.00 0.00 2x4 I 2x6 5.00 0.00 2x4 I 2x4 5.00 0.00 2x4 I 2x4 5.00 0.00 2x4 I 2x4 5.00 0.00 2x4 I 2x6 5.00 0.00 2x4 I 2x4 5.00 0.00 2x4 I 2x4 01-04-00 00-00-00 01-04-12 00-00-00 I 01-04-00 00-00-00 01-04-12 00-00-00 01-04-00 00-00-00 01-04-12 00-00-00 01-04-00 00-00-00 01-04-12 00-00-00 01-04-12 00-00-00 01-04-12 00-00-00 01-04-12 00-00-00 01-04-12 00-00-00 01-04-12 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 5.oo o.oo 1 01-04-12 oo-oo-oo oo-oo-oo 2x4 1 2x4 I 01-04-12 00-00-00 00-00-00 4.90 0.00 1 02-00-11 00-00-00 00-00-00 2x4 1 2x6 i 02-00-11 00-00-00 00-00-00 4.16 o.oo 1 oo-oo-oo oo-oo-oo oo-oo-oo 2x4 1 2x4 1 00-00-00 00-00-00 00-00-00 l i 00-00-00 00-00-00 00-00-00 2.78 0.00 2x4 1 2x4 1 00-00-00 00-00-00 00-00-00 o.oo o.oo 1 oo-oo-oo oo-oo-oo oo-oo-oo 2x4 1 2x6 1 00-00-00 oo-oo-oo [ oo-oo-oo I o1-o5-o1 4.90 0.00 I 2x4 I 2x4 i 00-00-00 ! 4.90 0.00 i 01 -05-01 2x4 I 2x4 i 01-02-15 00-00-00 00-00-00 00-00-00 00-00-00 oo-oo-oo I oo-oo-oo I oo-oo-oo I oo-oo-oo Height 04-05-00 03-07-00 08-10-05 08-09-00 08-09-15 07-11-15 01-04-00 01-04-00 04-05-09 04-05-09 03-09-08 03-08-09 03-08-09 03-08-09 03-08-09 02-11-00 06-11-09 06-01-15 05-04-02 04-09-11 07-00-00 06-08-09 Seq. Num. 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 Qty · Span Description Truss 2 2 2 '1 03-05-04 M5B 1. i 02-11-12 I i 03-02-09 ! I ' M5C FGR4 I 07-07-12 M7B I I 32 07-00-00 EJ7D 2 05-00-00 M5D 2 05-00-00 : EJ5D i 1 03-06-00 l J36 I I 03-06-00 I J36G 1 I 03-05-04 J38G 3 02-11-04 EJ3 02-01-12 J24 1 01-11-04 J2 4 05-00-00 CJ5D a 1 03-0o-oo i 8 1 01-00-00 I CJ3D CJ1D 6 00-11-04 CJ1E I HJ7D I 2 I 09-10-01 1 I 07-00-02 HJ5D I 1 I 04-10-10 HJ36 I 2 I 04-01-02 I HJ3E I 1 1 ' 1 1 • 02-11-11 HJ24 44.10 lbs. each 44.1 lbs. each 47.60 lbs. each ~ . I 42lbs. each I/ 28.00 lbs. each ~ 22.40 lbs. each 21 lbs. each 18.20 lbs. each 22.40 lbs. each 36.40 lbs. each 18.20 lbs. each ~ 16.8lbs. each I~ I 11.20 lbs. each 21 lbs. each 15.40 lbs. each 9.100 lbs. each 12.6 lbs. each 47.60 lbs. each 29.41bs. each ~ 22.40 lbs. each I~ 23.81bs. each ~ ~~ 19.6 lbs. each I ~= i I I i I I I I I I I I I I i I : ! i I Page 3 oi 4 Engineering List Slope TCIBC OH-L OH-R 01-05-01 4.90 0.00 1 2x4 I 2x4 1 01 ·0 1-1 3 4.90 0.00 2x4 I 2x4 01-08-08 01-03-00 o.oo o.oo I, oo-oo-oo 2x6 I 2x6 00-00-00 5.00 0.00 2x4 I 2x4 5.00 0.00 2x4 I 2x4 4.90 0.00 2x4 I 2x4 5.00 0.00 2x4 I 2x4 5.00 0.00 2x4 I 2x4 5.00 0.00 2x4 I 2x6 5.00 0.00 2x4 I 2x6 01-04-00 00-00-00 \ 01-04-00 00-00-00 01-04-05 00-00-00 01-04-00 00-00-00 01-04-00 00-00-00 01-04-00 00-00-00 01-04-12 00-00-00 CANT-L STUB-L CANT-R STUB-R 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-04-08 00-00-00 00-00-00 00-00-00 00-00-13 00-00-00 00-04-08 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 Height 06-09-00 06-08-10 05-10-11 02-09-00 03-07-00 02-06-12 02-09-00 02-01-08 02-01-08 02-07-01 5.00 0.00 01-04-12 00-00-00 00-00-00 02-11-00 2x4 1 2x4 00-00-00 00-00-00 00-00-00 5.00 0.00 01-04-12 00-00-00 00-00-00 02-07-01 2x4 1 2x4 00-00-00 00-00-00 00-00-00 5.00 0.00 2x4 I 2x4 5.00 0.00 2x4 I 2x4 5.00 0.00 2x4 I 2x4 00-00-00 00-00-00 01-04-00 00-00-00 01-04-00 00-00-00 5 _00 O.OO I 01-04-00 2x4 I 2x6 5.00 0.00 2x4 I 2x4 3.54 0.00 2x4 I 2x4 3.54 0.00 2x4 I 2x4 00-00-00 01-04-12 00-00-00 I 01-10-10 00-00-00 01-10-10 00-00-00 5 I 01-10-10 3. 4 0.00 2x4 I 2x4 00-00-00 I 3.54 o.oo I o1-11-11 2x4 I 2x4 I 00-00-00 3 5 I o1-11-11 . 4 o.oo I 2x4 I 2x4 i 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-DO 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-05-1 0 00-00-00 00-00-00 00-00-00 00-00-00 I 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 oo-oo-oo I oo-oo-oo I 00-00-00 I 00-00-00 I 02-06-00 02-09-00 01-11-00 01-01-00 02-01-00 03-06-12 02-08-12 02-01-04 02-10-12 02-06-13 Engineerin List Seq. Qty Num. Truss Description Slope OH-l CANT-l STUB-l Height TC/BC OH-R CANT-R STUB-R 59 04-00-00 . MV4 5.00 0.00 00-00-00 00-00-00 00-00-00 01-08-00 14.00 lbs. each 2x4 I 2x4 00-00-00 00-00-00 00-00-00 60 5.00 0.00 00-00-00 00-00-00 00-00-00 00-10-00 2x4 I 2x4 00-00-00 00-00-00 00-00-00 Hanger Summary Qty PartiD Description 15 AHU26 AHU26 3 AGUS26-2T AGUS26-2T 2 SSR26 SSR26 2 SSL26 SSL26 Trusses: 133.00 Page 4 of 4 Job:(13HS138R) BOLANO-MEDITERRANEAN -LOT 3 3 d U P P E R R O O F I A 1 G Top chord 2x4 SP _#2_N_12A :T1, T5 2x4 SP #1 D e n s e : Bot chord 2x6 SP SS :B 1 2x4 SP #2 N 12A: :B2 2x4 SP SS: -- -Webs 2x4 SP #3 12A :W8 2x4 SP #2 N 1 2 A : :W19 2x4 SP #1 Dense: :W20 2x6 SP SS: --:Lt Slider 2x4 SP #3 12A: BLOCK LENGTH = 1 . 2 2 3 ' :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . Special loads T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T 2 C o m p l e t e T r u s s e s R e q u i r e d E ? > N a i l S c h e d u l e : 0 . 1 2 8 " x 3 " , m i n . n a i l s T o p C h o r d : 1 R o w @ 1 2 . 0 0 " o . c . B o t C h o r d : 1 R o w @ 8 . 2 5 " o . c . W e b s : 1 R o w @ 4 " o . c . U s e e q u a l s p a c i n g b e t w e e n r o w s a n d s t a g g e r n a i l s i n e a c h r o w t o a v o i d s p l i t t i n g . 4 " o . c . s p a c i n g o f n a i l s p e r p e n d i c u l a r a n d p a r a l l e l t o g r a i n r e q u i r e d i n a r e a o v e r b e a r i n g s g r e a t e r t h a n 4 " 1 ------(Lumber Dur.Fac.=1.25 I Plate Dur.Fac.= 1.25 ) TC-From 92 p~ at -1.33 to 92 p~ at 19.67 TC-From 92 plf at 19.67 to 92 plfat 23.93 TC-From 92 p~ at 23.93 to 92 plf at 28.67 1 7 0 m p h w i n d , 2 4 . 8 8 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 2 6 . 0 0 f t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + l - ) = 0 . 1 8 TC-From 92 plf at 28.67 to 92 plf at 37.40 TC-From 92 plf at 37.40 to 134 plf at 41.60 BC-From 20 plf at 0.00 to 20 plf at 2.50 BC-From 20 plf at 2.50 to 20 plf at 15.17 BC-From 20 plf at 15.17 to 20 p~ at 16.17 BC-From 20 plf at 16.17 to 20 p~ at 29.60 BC-From 20 plf at 29.60 to 20 plf at 41.60 PLB-From 10plfat-1.29to 10plfat-0.10 TC-438.00 lb Cone. Load at 37.40 BC-4184.19 lb Cone. Load at 34.00 BC-511.23 lb Cone. Load at 35.40 BC-514.20 lb Cone. Load at 37.40 BC-2094.58 lb Cone. Load at 39.46 Wind loads based on MWFRS with additional C& C m e m b e r d e s i g n & r e a c t i o n s . Calculated horizontal deflection is 0.15" due to liv e l o a d a n d 0 . 1 9 " d u e t o d e a d l o a d . Bottom chord checked for 10.00 psfnon-concurr e n t l i v e l o a d . ( a ) C o n t i n u o u s l a t e r a l b r a c i n g e q u a l l y s p a c e d o n m e m b e r . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . 1 - - - - - - - 1 9 ' 8 " - - - - - - - , 1 - ' I D ~ - ~ - - - - - § ' ' M ~ ; , . ~ + 1 2 ' 1 1 - 1 / 4 " - - j Truss checked for 200# movable concentrated lo a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . MWFRS loads based on trusses located at least 1 2 . 4 4 f t . f r o m r o o f e d g e . T ( o ~ i ? i 0 C o l : : £ 1 2 5 [ : : : : ? ' = H 0 7 1 4 ( R ) ~ ~ - - - · ~ X 4 ~ ~ § t t : I ~ ~ ~ ~ ~ - ~ - ~ . . . ) ( F ; r ; ; ? ] ~ - - - I l l \ 1 1 1 5 i r 2 = 4 X 1 0 1 - - - - - - - - - - - - - - 4 1 ' 7 - 1 / 4 " - - - - - - - - - - - - - i ~ ~ + ~ t ~ 1 2 ' 8 " ; . . . 2 5 ' 5 - 1 / 4 " - - - - - - - - - 1 T l , - C " ) r . . . . . e n _ L 1 R = 3 5 2 1 # U = 1 5 9 9 # R L = 3 4 6 / - 3 2 2 # W = 6 " ( R i g i d S u r f a c e ) R = 9 1 2 0 # U = 4 0 6 2 # W = 5 - 1 / 4 " ( R i g i d S u r f a c e ) DESC. = A1G PLT. TYP.-WAVE -· "::.\,. FLORIDA QUALITY TRUSS :::-......... ,-I'LL: ('JH) 975-HH·I FAX: (954) 97X·K980 .H20N.W.I6tb1'ER!tACE I'OMI'ANO REACH, Fl.. .13064 DESIGN C R I T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % Y 1 ( 0 ) ~1t1~~ ~ ~ ~ S l ( ~ u ~ ~ ~ G c ~ ~ ~ O N E N T ' S A F E T Y ' i ' N F O R M A T r O ' N ~ P U B L r S H E D ' " B ' Y T P I ' ( T R U S S ' P L A T E I N S T I T U T E , 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P 1 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . S E Q = 6 0 0 7 9 6 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 0 . 1 1 6 0 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 O . O p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 4 1 0 7 0 4 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 R S P A C I N G 2 4 . 0 " T Y P E C O M N Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I A 2 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP #1 Dense :T1 2x4 SP SS: :T4, T5 2x4 SP #2 N 12A: ( " ) 1 p l a t e ( s ) r e q u i r e s p e c i a l p o s i t i o n i n g . R e f e r t o s c a l e d p l a t e p l o t d e t a i l s f o r s p e c i a l p o s i t i o n i n g r e q u i r e m e n t s . Bot chord 2x4 SP #2N 12A :82 2x4 SP SS: :B3 2x4 SP #1 Dense: -Webs 2x4 SP #3 12A :W8, W17 2x4 SP #2 N 1 2 A : :W182x6SPSS,--- - - 1 7 0 m p h w i n d , 2 4 . 8 8 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 1 3 . 0 0 I t f r o m r o o f e d g e , R I S K C A T I I , E X P C . w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 :Lt Slider 2x4 SP #3 12A: BLOCK LENGTH = 1 . 2 2 3 ' W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . ~ :LI Level Retum 2x4SP _#3_12A::Rt Level Retu r n 2 x 4 S P _ # 3 _ 1 2 A : C a l c u l a t e d h o r i z o n t a l d e f l e c t i o n i s 0 . 2 0 " d u e t o l i v e l o a d a n d 0 . 2 6 " d u e t o d e a d l o a d . Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . (c) Continuous lateral bracing equally spaced on m e m b e r . O r 2 x 4 # 3 o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r . A t t a c h e d with 16d Box or Gun (0.135"x3.5",min.)nails@ 6" O C . ( b ) C o n t i n u o u s l a t e r a l b r a c i n g e q u a l l y s p a c e d o n m e m b e r . O r 1 x 4 # 3 S R B S P F - S o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r . A t t a c h e d w i t h 8 d B o x o r G u n ( 0 . 1 1 3 " x 2 . 5 " , m i n . ) n a i l s @ 6 " O C . ( a ) C o n t i n u o u s l a t e r a l b r a c i n g e q u a l l y s p a c e d o n m e m b e r . O r 2 x 6 # 3 o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r A t t a c h e d w i t h 1 6 d B o x o r G u n ( 0 . 1 3 5 " x 3 . 5 " , m i n . ) n a i l s @ 6 " O C . Bottom chord checked for 10.00 psi non-concurr e n t l i v e l o a d . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . Truss checked for 200# movable concentrated lo a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . MWFRS loads based on trusses located at least 1 2 . 4 4 f t . f r o m r o o f e d g e . 1-- - - - - - - - - - 1 9 ' 8 " - - - - - - - - - t - T 1 2 5 [ : : : ? ' (o ~ -"? 0 Co A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . 5 ' 9 - 3 / 1 6 " I 4 ' 8 - 1 3 / 1 6 " · I · 1 1 ' 5 - 1 / 4 " • d T I ~ £ " ' T 1 1 ' 8 - 5 / 1 6 " i l 8" ~-- - - - - - - - - - - - - - - - 4 1 ' 7 - 1 / 4 " - - - - - - - - - - - - - - - - - - . ~ ~ . ~ f->;c +~-!- ~ 1 2 ' 8 " - 2 5 ' 5 - 1 / 4 " t - 1 R=2471# U=1420# RL=3 7 6 / - 3 4 2 # W = 6 " (Rigid Surface) DESC. = A2 PL T. TYP.-WAVE 4' ,, ... ... · .. FLORIDA QUALITY TRUSS [~~:~:~~:I~=·T=:r:?J Tt::J ,: (')$4) '175-3384 FA X: (954) 978-8980 312UN.W.l!>tbT£R.I!ACE l'OMJ'ANO JlF.J\.CH, FL .BOt\4 DESIGN CR I T • F B C 1 0 H V H Z R E S f T P t - 2 0 0 7 F T I R T • 2 0 % ( 0 ° / o ) / 1 ( 0 ) ~1Y-1~~ ~ ~ ~ s 1 ( a u l l o i N " G ' c o M P O N E N T . s ' A F ' e l - v i N ' F o R M A r i o i : i ~ P U B L 1 s t i i i o " 8 ' v ' T P I ' < r r i u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E O P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A O E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 2 4 7 7 # U = 1 4 6 8 # W = S - 1 / 4 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " _ 1 . _ S E Q = 6 0 0 8 1 1 S C A L E = 0 . 1 6 6 7 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 4 1 0 7 0 4 J O B # : 1 3 H S 1 3 8 R T Y P E C O M N Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I A 3 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP #1 Dense :T1 2x4 SP SS: :T5 2x4 SP #2 N 12A: ( . . ) 1 p l a t e ( s ) r e q u i r e s p e c i a l p o s i t i o n i n g . R e f e r t o s c a l e d p l a t e p l o t d e t a i l s f o r s p e c i a l p o s i t i o n i n g r e q u i r e m e n t s . Bot chord 2x4 SP#1 Dense :81 2x4 SP #2 N 1 2 A : :82 2x4 SP SS: --- 1 7 0 m p h w i n d , 2 4 . 8 8 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 1 3 . 0 0 I t f r o m r o o f e d g e , R I S K C A T I I , E X P C , Webs 2x4 SP #3 12A :W8 2x4 SP #2 N 1 2 A : :W172x6SPSS,-----:Lt Slider 2x4 SP #3 12A: BLOCK LENGTH : 1 . 2 2 3 ' :Lt Level Return 2x4SP _#3_12A::Rt Level Retu r n 2 x 4 S P _ # 3 _ 1 2 A : w i n d T C D L : 5 . 0 p s i , w i n d B C D L : 5 . 0 p s i . G C p i ( + / - ) : 0 . 1 8 W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . C a l c u l a t e d h o r i z o n t a l d e f l e c t i o n i s 0 . 2 0 " d u e t o l i v e l o a d a n d 0 . 2 6 " d u e t o d e a d l o a d . ~ Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . ( b ) C o n t i n u o u s l a t e r a l b r a c i n g e q u a l l y s p a c e d o n m e m b e r . O r 1 x 4 # 3 S R B S P F - S o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w 3 b m e m b e r . A t t a c h e d w i t h 8 d B o x o r G u n ( 0 . 1 1 3 " x 2 . 5 " , m i n . ) n a i l s @ 6 " O C . (a) Continuous lateral bracing equally spaced on m e m b e r . O r 2 x 6 # 3 o r b e t t e r " ! b r a c e . 8 0 % l e n g t h o f w e b m e m b e r . A t t a c h e d with 16d Box or Gun (0.135"x3.5",min.)nails@ 6" O C . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s i n o n - c o n c u r r e n t l i v e l o a d . Truss checked for 200# movable concentrated lo a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . MWFRS loads based on trusses located at least 1 2 . 4 4 f t . f r o m r o o f e d g e . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . 1 9 ' 8 " 7 ' 9 - 3 / 1 6 " · I · 4 ' 8 - 1 3 / 1 6 " T 1 2 5 [ : : ? " ' Co i:O 0 Co 1 8" III3 X 8 f =5 X 8 ( * * ) @ 4 1 ' 7 - 1 / 4 " f-o~ <f~- 1 - ~ ; _ 1 2 ' 8 " 2 5 ' 5 - 1 / 4 " R=2467# U=1409# RL=3 7 7 / - 3 4 3 # W = 6 " (Rigid Surface) DESC. = A3 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS ,·~'~'-~--· , ..... ~~· '";·-...·:·:-:~::~··· I'U .. : (954) 975-:1384 FAX: (954) 97!!-R980 JJ20 N.W. 16th TERI\ACE POMPANO BEACH, FL .13064 DESIGN CRI T • F B C 1 0 H V H Z R E S f T P 1 · 2 0 0 7 F T I R T • 2 0 % ( 0 • . 4 ) 1 1 ( 0 ) ~~~~~~ ~ 5 1 c s u i l o i N ' G ' C O M P O N E N T ' S A F E T Y i ' N F O R M A T i o N ~ P U B L I S H E o " B ' v r P I " ! ' i ' F i u s s ' P L A T E I N S T I T U T E , 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADISO N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORTA N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORMA N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORMS W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / 5 5 / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I ! T P I 1 S E C . 2 . · I · 9 ' 5 - 1 / 4 " I T ~ ~ r : 0 " ' ~ , : _ 1 [ n T 1 1 ' 8 - 5 / 1 6 " . . . 1 . . w ~ - 1 ; : R = 2 4 7 6 # U = 1 4 8 7 # W = 5 - 1 / 4 " ( R i g i d S u r f a c e ) S E Q = 6 0 0 8 1 5 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 0 . 1 6 6 7 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 4 1 0 7 0 4 - D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 R S P A C I N G 2 4 . 0 " T Y P E C O M N ~ Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I A 4 Top chord 2x4 SP #1 Dense :T1 2x4 SP SS: :T3, T4 2x4 SP #2 N 12A: T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T ( • • ) 1 p l a t e ( s ) r e q u i r e s p e c i a l p o s i t i o n i n g . R e f e r t o s c a l e d p l a t e p l o t d e t a i l s f o r s p e c i a l p o s i t i o n i n g r e q u i r e m e n t s . Bot chord 2x4 SP #1 Dense :B1 2x4 SP #2 N 1 2 A : :82 2x4 SP SS: --- 1 7 0 m p h w i n d , 2 4 . 7 4 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 1 3 . 0 0 f t f r o m r o o f e d g e , R I S K C A T I I . E X P C . w i n d T C D l = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Webs 2x4 SP #3 12A :W8, W17 2x4 SP #2 N 1 2 A : :W182x6SPss: -- - - :Lt Slider 2x4 SP #3 12A: BLOCK LENGTH = 1 . 2 2 3 ' :Lt Level Return 2x4SP _#3_12A::Rt Level Retu r n 2 x 4 S P _ # 3 _ 1 2 A : W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . C a l c u l a t e d h o r i z o n t a l d e f l e c t i o n i s 0 . 1 9 " d u e t o l i v e l o a d a n d 0 . 2 4 " d u e t o d e a d l o a d . 4 - Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . (a) Continuous lateral bracing equally spaced on m e m b e r . O r 2 x 6 # 3 o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r . A t t a c h e d with 16d Box or Gun (0.135"x3.5",min.)nails@ 6" O C . { b ) C o n t i n u o u s l a t e r a l b r a c i n g e q u a l l y s p a c e d o n m e m b e r . O r 1 x 4 # 3 S R B S P F - S o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r . A t t a c h e d w i t h 8 d B o x o r G u n ( 0 . 1 1 3 " x 2 . 5 " , m i n . ) n a i l s @ 6 " O C . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . Calculated vertical deflection is 0.45" due to live l o a d a n d 0 . 5 8 " d u e t o d e a d l o a d a t X = 1 5 - 2 - 0 . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . All wind load cases on this truss have a 1.33 dura t i o n f a c t o r . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . M W F R S l o a d s b a s e d o n t r u s s e s l o c a t e d a t l e a s t 1 2 . 3 7 f t . f r o m r o o f e d g e . I f.--Co ~--- - - - - - - - - - - - - - 1 9 ' - - - - - - - - - - - - - - - - ~ 1 2 5 V " " 4 ' 8 - 1 3 / 1 6 " - t - - - - 9 ' 1 - 3 / 1 6 " · I I · 7 ' 5 - 1 / 4 " - - - - 1 ( b ) T T t o T i ? i ~ ' ~ C o " ' : ; ; . 1 1 ' 8 · 5 / 1 6 " l _ 1 8" ~-- - - - - - - - - - - - - - - - - - - - - - - 4 1 ' 7 - 1 / 4 " - - - - - - - - - - - - - - - - - - - - - - - - ~ . w ~ r~+ -t - ~ 1 2 ' 8 " . . . 2 5 ' 5 - 1 / 4 " t - l R=2467# U=1409# RL=3 6 5 / - 3 3 1 # W = 6 " (Rigid Surface) DESC. = A4 PLT. TYP.-WAVE ..... FLORIDA QUALITY TRUSS r~~~-~~~,~.~-~~r~-:~~=-:::~1 'I'EL: (').54) '175-.l:!Hol FAX: (954)9711-8980 JI20N,W.16rhTERitAC.E l'OMI'ANO REACH, FL 330M DESIGN CRI T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~m~"il~ ' l ~ s 1 ( s u i L o i N G ' c o M P O N E ' N - T ' s A " F ' e ' T Y i i J F " o R M A T i a N ' i . ' P u s L i s i - i E o · a · n P I · r r R u s s · P L A T E I N S T I T U T E , 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADISO N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORTA N 1 . , F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORMA N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORMS W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 1 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 1 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . R = 2 4 7 6 # U = 1 5 0 0 # W = 5 - 1 / 4 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " _ J _ _ S E Q = 6 0 0 8 1 8 S C A L E = 0 . 1 6 6 7 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 4 1 0 7 0 4 J O B # : 1 3 H S 1 3 8 R T Y P E C O M N Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I A 5 Top chord 2x4 SP _#2_N_12A :T1, T2 2x4 SP S S : :T4 2x4 SP #1 Dense: T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . Bot chord 2x4 SP SS :81 2x4 SP #2 N 12A: :83 2x4 SP #1 Dense: - -- ( a ) C o n t i n u o u s l a t e r a l b r a c i n g e q u a l l y s p a c e d o n m e m b e r . O r 2 x 6 # 3 o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r . A t t a c h e d w i t h 1 6 d B o x o r G u n ( 0 . 1 3 5 " x 3 . 5 " , m i n . ) n a i l s @ 6 " O C . , Webs 2x4 SP #3 12A :WB, W16 2x4 SP #2 N 1 2 A : :W172x6SPss: -- - - :Lt Slider 2x4 SP #3 12A: BLOCK LENGTH; 1 . 2 2 3 ' :Lt Level Return 2x4 SP _#3_12A::Rt Level Retu r n 2 x 4 S P _ # 3 _ 1 2 A : Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . ( .. ) 2 plate(s) require special positioning. Refer to s c a l e d p l a t e p l o t d e t a i l s f o r s p e c i a l p o s i t i o n i n g r e q u i r e m e n t s . 170 mph wind, 24.33 ft mean hgt, ASCE 7-10, CL O S E D b l d g , n o t l o c a t e d w i t h i n 1 3 . 0 0 f t f r o m r o o f e d g e , R I S K C A T I I , E X P C , wind TC DL;5.0 psf, wind BC DL;5.0 psf. GCpi( + f - ) ; 0 . 1 8 Calculated horizontal deflection is 0.20" due to liv e l o a d a n d 0 . 2 6 " d u e t o d e a d l o a d . (b) Continuous lateral bracing equally spaced on m e m b e r . O r 1 x 4 # 3 S R B S P F - S o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b member. Attached with 8d Box or Gun (0.113"x2. 5 " , m i n . ) n a i l s @ 6 " O C . (c) Continuous lateral bracing equally spaced on m e m b e r . O r 2 x 4 # 3 o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r . A t t a c h e d with 16d Box or Gun (0.135"x3.5",min.)nails@ 6" O C . Bottom chord checked for 10.00 psf non-concurr e n t l i v e l o a d . Calculated vertical deflection is 0.06" due to live l o a d a n d 1 . 0 0 " d u e t o d e a d l o a d a t X ; 1 5 - 2 - 0 . All wind load cases on this truss have a 1.33 dura t i o n f a c t o r . 1 2 D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . ~ T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . M W F R S l o a d s b a s e d o n t r u s s e s l o c a t e d a t l e a s t 1 2 . 1 6 f t . f r o m r o o f e d g e . 5 ' 4 " - - + - 9 ' 1 - 3 / 1 6 " · I · < ' ; 5 ' 5 - 1 / 4 " 1 7 ' ~ I · · I T 5 c : : : : : " " b > ~ ~ ~ ) ~ F - . 1 : : : r : " " ' ~ ~ J / L ~ > \ 1 R , ~ 4 X 8 : 1 ~ ~ x 4 1 ' 8 ~ ~ - DESC. = AS PL T. TYP.-WAVE .. .. :.~., FLORlDA QUALITY TRUSS c:~~I~==-~~~~:~:J I'LL: ('154) '17~-33114 FA X: (954) 978-8980 3120 N.W. 1.6ch TERRACE 1'01\U'ANO J.!EACH, FL J3()64 ~ ~ ~ + ~ t ~ 1 2 ' 8 " R = 2 4 7 1 # U = 1 4 2 3 # R L = 3 3 3 / - 2 9 9 # W = 6 " ( R i g i d S u r f a c e ) DESIGN CRI T • F B C 1 0 H V H Z R E S ! T P I - 2 0 0 7 F T I R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~'m~"i' ~ ~ ~ s 1 ( s u l l ' D I N " G ' c o M P O N E N T . i i P : F ' e ' i - Y I N ' F c i R M A r i o N I : r u s L i s f i ' l i o " i i . Y ~ i P ' i . r r R u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . - 4 1 ' 7 - 1 / 4 " 0 , - = H 0 3 1 0 ¥ 2 4 ' 7 - 1 / 4 " ~ 1 R = 2 4 7 7 # U = 1 5 4 1 # W = 5 - 1 / 4 " ( R i g i d S u r f a c e ) S E Q = 6 0 0 8 6 4 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 0 . 1 1 2 3 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 4 1 0 7 0 4 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 R S P A C I N G 2 4 . 0 " T Y P E C O M N T 3 ' 1 1 - 1 / 2 j _ Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I A 6 G Top chord 2x4 SP #1 Dense :T3, T6 2x4 SP _#2_ N _ 1 2 A : Bot chord 2x4 SP #1 Dense :B3 2x6 SP SS: Webs 2x4 SP #3 12A :W11 2x4 SP #2 N 1 2 A : :W132x4SP#1Dense::W142x6SPss: --:Lt Slider 2x4 SP #2 N 12A: BLOCK LENGTH = 1 . 5 0 0 ' :Lt Level Return 2x4 SPY3_12A::Rt Level Retur n 2 x 4 S P _ # 3 _ 1 2 A : Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . 170 mph wind, 23.91 ft mean hgt, ASCE 7-10, CL O S E D b l d g , n o t l o c a t e d w i t h i n 9 . 0 0 f t f r o m r o o f e d g e , R I S K C A T I I , E X P C , wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/ - ) = 0 . 1 8 (a) Continuous lateral bracing equally spaced on m e m b e r . O r 1 x 4 # 3 S R B S P F - S o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b member. Attached with Bd Box or Gun (0.113"x2. 5 " , m i n . ) n a i l s @ 6 " O C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . All wind load cases on this truss have a 1.33 dura t i o n f a c t o r . T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T S p e c i a l l o a d s - - - - - - ( L u m b e r D u r . F a c . = 1 . 2 5 / P l a t e D u r . F a c . = 1 . 2 5 ) T C - F r o m 9 2 p l f a t - 1 . 3 3 t o 9 2 p l f a t 1 5 . 0 0 T C - F r o m 9 2 p h t 1 5 . 0 0 t o 9 2 p l f a t 2 4 . 3 3 T C - F r o m 9 2 p f f a t 2 4 . 3 3 t o 9 2 p l f a t 3 3 . 4 3 T C - F r o m 9 2 p f f a t 3 3 . 4 3 t o 9 2 p l f a t 3 8 . 1 7 T C - F r o m 9 2 p h t 3 8 . 1 7 t o 9 2 p l f a t 4 3 . 0 0 B C - F r o m 2 0 p l f a t 0 . 0 0 t o 2 0 p f f a t 4 1 . 6 0 P L B - F r o m 1 0 p l f a t - 1 . 2 9 t o 1 0 p f f a t - 0 . 1 0 P L B - F r o m 1 0 p l f a t 4 1 . 7 3 1 o 1 0 p l f a t 4 2 . 9 6 B C - 1 3 2 2 . 0 7 l b C o n e . L o a d a t 3 9 . 4 0 W i n d l o a d s a n d r e a c t i o n s b a s e d o n M W F R S . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i l h d e s i g n g r a v i t y l o a d s . t--- - - - - - - 1 5 ' 9 ' 4 " 9 ' 1 - 3 / 1 6 " I 4 ' 8 - 1 3 / 1 6 " . 1 . ~ - - - j l ! i ' M T ' ~ (o 1 DESC. = A6G PLT. TYP.-WAVE 1 2 5 ~ T T 3 ' 1 - 1 / 2 " T ( o l i ' i c : , f . - 1 ' 8 - 5 / 1 6 - 1 1 8" 1-- - - - - - - - - - - - - - - - - - - - - 4 1 ' 7 - 1 / 4 " - - - - - - - - - - - - - - - - - - - - j r~....J R=2541# U=1153# W = 6 " (Rigid Surface) DESIGN CRI T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T • 2 0 ° . 4 ( 0 % ) f 1 ( 0 ) ~m~~~ ~ ~ s 1 , 8 i . ! ~ ' D I N ' G ' c o M P O N E N T . s ' A F E ' T v l i . J F ' o R M A r i a N ~ P i . i s t : t s t : i e o ' s v ~ - r p ; · , : r R u s s · P L A T E I N S T I T U T E . r ~ . . . . J R = 3 7 2 9 # U = 1 6 3 2 # W = 5 - 1 / 4 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L 3 0 . 0 p s f - - ' - S E Q = 6 1 0 7 5 4 S C A L E = 0 . 1 6 6 7 R E F I b 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 .. .-.. ,, FLORIDA QUALITY TRUSS :~-=·=~~-L~~=~=--~---··---:::~~ I'U.: (954) 975-.1.11!4 FAX: (954) 978-8980 JJZON.W. J61h TERRACE I'OMl'ANO REACH, Fl.. ~3(164 "IMI'ORT A N l " ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 4 1 0 7 0 ~ D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 R S P A C I N G 2 4 . 0 " T Y P E C O M N Job:(13HS138R) BOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I A ? G Top chord 2x4 SP _#2_N_12A :T4 2x4 SP #1 D e n s e : Bot chord 2x4 SP #2 N 12A :B3 2x6 SP SS: Webs 2x4 SP #3 -12A :W4, W6, W8, W12 2 x 4 S P # 1 D e n s e : :W13 2x6 SP ss: -:Lt Stub Wedge 2x4 SP _#3_12A::Lt Level Retur n 2 x 4 S P _ # 3 _ 1 2 A : Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Special loads T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T 2 C o m p l e t e T r u s s e s R e q u i r e d N a i l S c h e d u l e : 0 . 1 2 8 " x 3 " , m i n . n a i l s T o p C h o r d : 1 R o w @ 1 2 . 0 0 " o . c . B o t C h o r d : 1 R o w @ 8 . 5 0 " o . c . W e b s : 1 R o w @ 4 " o . c . U s e e q u a l s p a c i n g b e t w e e n r o w s a n d s t a g g e r n a i l s i n e a c h r o w t o a v o i d s p l i t t i n g . E ? s - : r 1 ------(Lumber Dur.Fac.=1.25/ Plate Dur.Fac.=1.2 5 ) TC-From 92 p~ at -1.33 to 92 plf at 15.58 TC-From 92 plf at 15.58 to 92 plf at 28.48 TC-From 92 plf at 28.48 to 92 plf at 37.25 TC-From 92 p~ at 37.25 to 134 plf at 41.60 BC-From 20 plf at 0.00 to 20 p~ at 41.60 1 7 0 m p h w i n d , 2 4 . 0 3 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f . R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 W i n d l o a d s a n d r e a c t i o n s b a s e d o n M W F R S . PLB-From 10plfat-1.29to 10plfat-0.10 TC-438.00 lb Cone. Load at 37.54 L e f t c a n t i l e v e r i s e x p o s e d t o w i n d D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . PLB-3922.71 lb Cone. Load at (34.00,20.44) PLB-511.23 lb Cone. Load at (35.40,20.44) PLB-514 20 lb Cone Load at (37.40,20.44) PLB-2094.58 lb Cone Load at (39.46,20.44) T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . T «, lt; ~ ' ~ ~ 1 7' ;. 1--- - - - - - 1 5 ' 7 " 1 2 ' 1 0 - 1 3 / 1 6 " 1 3 ' 1 - 7 / 1 6 " - - - - - 1 ~ 1 2 5 c : : : : : : : " " R-- - 7 ' 1 - 1 / 2 " - - ~ - ~ - - - - - - - - - - - - - - 3 4 ' 1 - 1 / 4 " - - - - - - - - - - - - - - - - - 1 r---~ - - - - - - - - - - - - - - - - - - - 4 1 ' 7 - 1 / 4 " - - - - - - - - - - - - - - - - - - - - - ~ T « , ; ; , ~ J , ~ 1 R=400/-88# U=137# W = 3 " (Rigid Surface) R = 8 2 0 5 # U = 3 6 4 4 # W = 9 - 1 / 4 " ( R i g i d S u r f a c e ) DESC. = A7G PLT. TYP.-WAVE -FLORIDA QUALITY TRUSS ~-=~l._~~=~.-~·~ ' ' ... ,;;-, I'LL' 1')5-t) 975-33K4 FAX: (0J54) 978-H9RO 3!20 N. W. 16th TtRRACE POMJ'ANO IlEAC!!, FL .BUM R = 3 8 9 6 # U = 1 7 2 4 # W = 8 " ( R i g i d S u r f a c e ) DESIGN CRJ T . . F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ;r,1~~ ~ ~ ~ s 1 , 6 l . l ~ o i N G ' c o M P O N E N T . s ' A F ' E r Y i ' N F O R M A r i o N ~ P U B L i s f i l i o ' B ' v l ' P I ' , r F i u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . . S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPO~TA N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T f l 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . S E Q = 6 3 5 6 5 2 R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 S C A L E = 0 . 1 6 6 7 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 4 1 0 7 0 t o D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 R S P A C I N G 2 4 . 0 " T Y P E C O M N Job:(13HS138R) BOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I A 8 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP #1 Dense :T3, T4 2x4 SP _#2_ N _ 1 2 A : Bot chord 2x4 SP #1 Dense :B1 2x4 SP #2 N 1 2 A : Webs 2x4 SP #3 12A :W 12 2x4 SP #fDens e : 1 7 0 m p h w i n d , 2 3 . 6 4 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . f b :Lt Stub Wedge 2-x4 SP _#3_12A::Lt Level Retur n 2 x 4 S P _ # 3 _ 1 2 A : W i n d l o a d s a n d r e a c t i o n s b a s e d o n M W F R S . Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Special loads ------(Lumber Dur.Fac.=1.25/ Plate Dur.Fac.=1.25 ) TC-From 92 p~ at -1.33 to 92 p~ at 7.53 ( a ) C o n t i n u o u s l a t e r a l b r a c i n g e q u a l l y s p a c e d o n m e m b e r . O r 1 x 4 # 3 S R B S P F - S o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r . A t t a c h e d w i t h 8 d B o x o r G u n ( 0 . 1 1 3 " x 2 . 5 " , m i n . ) n a i l s @ 6 " O C . TC-From 92 p~ at 7.53 to 92 plf at 13.71 B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . TC-From 92 p~ at 13.71 to 92 plf at 24.76 TC-From 92 plf at 24.76 to 92 plf at 30.36 T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . TC-From 92 plf at 30.36 to 92 plf at 39.67 TC-From 92 plf at 39.67 to 92 plf at 44.92 BC-From 20 plf at 0.00 to 20 plf at 8.92 BC-From 20 plf at 8.92 to 20 p~ at 16.92 BC-From 20 plf at 16.92 to 20 plf at 30.92 BC-From 20 plf at 30.92 to 20 p~ at 44.92 PLB-From 10 plf at -1.29 to 10 plf at -0.10 TC-89.61 lb Cone. Load at 43.02 BC-219.33 lb Cone. Load at 43.02 Left cantilever is exposed to wind (H 1) = (J) Hanger not calculated (2)2x6 SP SS supporting member. {b) Continuous lateral bracing equally spaced on m e m b e r . O r 2 x 6 # 3 o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r . A t t a c h e d with 16d Box or Gun (0.135"x3.5",min.)nails@ 6" O C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . All wind load cases on this truss have a 1.33 dura t i o n f a c t o r . 1 3 ' 8 - 1 / 2 " - 1 - o - - - - - 1 6 ' 7 - 1 3 / 1 6 " - - ~ - - t - 9 ' 3 - 1 1 / 1 6 " - + 5 ' 3 " - - i DESC. = A8 PL T. TYP.-WAVE ··• .. ~ ~-... ' FLORIDA QUALITY TRUSS c=-=-=;_ __ :~I~:-::~~:-~r~:-::'1 T.EJ .: ('>S4l '17 5-3384 FAX: (9'14) 978-8980 3120 N.W, 16tb TJ;RRAC:£ PO.MI'ANO REACH, Fl.. 33064 1 2 5 r : : ; : : : : : " " ' T ( 0 ~ : : : : E : : · ~ ~ ~ J l . ~ ~ x ~ : Y ; : : : " ' ( o i . ~ R - - 7 ' 1 - 1 / 2 " - f - o o - - - - - - - - - - - - - 3 7 ' 5 " - - - - - - - - - - - - - i DESIGN CR I T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~ l : - ~ - - - - - - - - - - R = 4 9 9 / - 3 7 # U = 1 3 2 # W = 3 " ( R i g i d S u r f a c e ) R = 2 8 2 9 # U = 1 2 2 6 # W = 8 " ( R i g i d S u r f a c e ) ~m~~]' ! ~ s J ( ~ U ~ O f ~ G C O M P O N E ~ l - ' S A F E T Y I N F O R M A T , ' O N ~ P U B L I S H ' E O . _ B Y ' " ' T P I ' { T R U S S ' P L A T E I N S T I T U T E . ~ · ~ ~ · · · ~ - 21a NORTH L E E S T R , S U I T E 3 1 2 , A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMF'OFIT A N 1 . . F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R A L P I N E E N G I N E E R E D P R O D U C T S . INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R P E R A N S V T P 1 1 S E C . 2 . 4 4 ' 1 1 " R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " R = 2 3 4 4 # U = 8 8 8 # H = H 1 S E Q = 6 3 5 6 6 8 S C A L E = 0 . 1 0 7 7 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 4 4 1 1 0 0 J O B # : 1 3 H S 1 3 8 R T Y P E S P E C Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I A 9 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS :T2, T3 2x4 SP _#2_N_12 A : :T5 2x4 SP #1 Dense: 1 7 0 m p h w i n d , 2 3 . 4 9 f l m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 1 3 . 0 0 f l f r o m r o o f e d g e , R I S K C A T I I , E X P C . w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 Bot chord 2x4 SP #2 N 12A :B3 2x4 SP #1 De n s e : Webs 2x4 SP #3 -12A :W12 2x4 SP #1 Den s e : :Lt Stub Wedge 2x4 SP _#3_12A::Lt Level Retur n 2 x 4 S P _ # 3 _ 1 2 A : W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . L e f t c a n t i l e v e r i s e x p o s e d t o w i n d D ) Lurnber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . (H1) = (J) Hanger not calculated (2)2x6 SP SS supporting member. ( a ) C o n t i n u o u s l a t e r a l b r a c i n g e q u a l l y s p a c e d o n m e m b e r . O r 1 x 4 # 3 S R B S P F - S o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r . A t t a c h e d w i t h 8 d B o x o r G u n ( 0 . 1 1 3 " x 2 . 5 " , m i n . ) n a i l s @ 6 " O C . (b) Continuous lateral bracing equally spaced on m e m b e r . O r 2 x 4 # 3 o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r . A t t a c h e d with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" O C . ( c ) C o n t i n u o u s l a t e r a l b r a c i n g e q u a l l y s p a c e d o n m e m b e r . O r 2 x 6 # 3 o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r A t t a c h e d w i t h 1 6 d B o x o r G u n ( 0 . 1 3 5 " x 3 . 5 " , m i n . ) n a i l s @ 6 " O C . Bottom chord checked for 10.00 psi non-concurre n t l i v e l o a d . Truss checked for 200# movable concentrated lo a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d t o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . MWFRS loads based on trusses located at least 1 1 . 7 5 f t . f r o m r o o f e d g e . T ' ~ (o 1 a:-1-- - - - - - 1 3 ' 1 8 ' 0 - 1 3 / 1 6 " - - - - - - - - - 1 ~ ~ 1 2 5 ~ l l l 3 X 6 7 ' 1 0 - 1 1 / 1 6 " + 5 ' 1 1 - 1 / 2 " - - - - j T U : , T l t i 0 2 ' 9 - 9 / 1 6 " C D 6 1 1 Fl-- - 7 ' 1 - 1 / 2 " 3 7 ' 5 " - - - - - - - - - - - - - - - - - 1 ~~ 4 4 ' 1 1 " - - - - - - - - - - - - - - - - - - - - - - 1 R=481/-71# U=289# RL= 2 3 3 / - 1 7 8 # W = 3 " (Rigid Surface) DESC. = A9 PLT. TYP.-WAVE .. FLORIDA QUALITY TRUSS :~~:==:_:~~~=·:::~~] I U .: ('>54) '175-3.184 FAX: (95-4) 978-8980 Jl20 N.W. 16tb THtllAC£ 1'0.1\!l'ANO !lEACH, FL .13(164 R = 2 8 6 4 # U = 1 5 3 7 # W = B " ( R i g i d S u r f a c e ) DESIGN CR I T • F B C 1 0 H V H Z R E S f T P I · 2 0 0 7 F T / R T • 2 0 % ( 0 % ) / 1 ( 0 ) ~~~~~~~ s t ( a u ~ " D I N ' G ' c o M P o N ' E ' N l - ' 5 A F ' E . ' T v l i - J ' F " o R M A - f l o ; : ; ~ r u s l l s H ' E o " e v ~ - i P i ' ( r R u s s ' r L A ' r E " I N s i - l r u i - ' E . ~ · ~ ~ . . · ~ 218 NORT H L E E S T R . . S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 1 1 8 1 1 6 G A ( W , H / S S I K ) A S T M A 6 5 3 G R A D E 4 0 1 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . R = 2 0 4 3 # U = 1 1 7 4 # H = H 1 S E Q = 6 3 5 6 7 8 R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 S C A L E = 0 . 1 6 6 7 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 4 4 1 1 0 0 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 R S P A C I N G 2 4 . 0 " T Y P E S P E C Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I A 1 0 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP #1 Dense :T1 2x4 SP SS: :T4, T5 2x4 SP #2 N 12A: Bot chord 2x4 SP #1 Dense :81 2x4 SP #2 N 1 2 A : 1 7 0 m p h w i n d , 2 3 . 0 8 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 6 . 5 0 f t f r o m r o o f e d g e , R I S K C A T I I . E X P C , w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 Webs 2x4 SP #3 12A :W4, W13 2x4 S-P #2 N 1 2 A : :Lt Stub Wedge :fx4 SF> _#3_12A::Lt Level R8iur n 2 X 4 S P _ # 3 _ 1 2 A : Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . L e f t c a n t i l e v e r i s e x p o s e d t o w i n d ; o (H 1) = (J) Hanger not calculated (2)2x6 SP SS supporting member. (a) Continuous lateral bracing equally spaced on m e m b e r . O r 2 x 4 # 3 o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r . A t t a c h e d with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" O C . ( b ) C o n t i n u o u s l a t e r a l b r a c i n g e q u a l l y s p a c e d o n m e m b e r . O r 1 x 4 # 3 S R B S P F - S o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r . A t t a c h e d w i t h B d B o x o r G u n ( 0 . 1 1 3 " x 2 . 5 " , m i n . ) n a i l s @ 6 " O C . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s i n o n - c o n c u r r e n t l i v e l o a d . Truss checked for 200# movable concentrated lo a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . MWFRS loads based on trusses located at least 1 1 . 5 4 f t . f r o m r o o f e d g e . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . T ~ [o 1 8" 1 - : ; : 7 ' 1 1 - 1 1 2 " _ _ _ ] 1---- - - - 1 1 ' 2 2 ' 0 - 1 3 / 1 6 " - - - - - - - - - + 1 0 - - - - - , ~ 1 2 5 c : : : : : : = " " A-- - 7 ' 1 - 1 / 2 " 3 7 ' 5 " - - - - - - - - - - - - - - - - f...~ ..I- 4 4 ' 1 1 " - - - - - - - - - - - - - - - - - - - - ~ ~ T T ~ 3 ' 7 I ' ~ 6 1 R=483/-43# U=289# RL= 2 4 5 / - 1 1 4 # W = 3 " (Rigid Surface) R = 2 0 4 7 # U = 1 1 7 6 # H = H 1 DESC. = A10 PL T. TYP.-WAVE ',,,.... FLORIDA QUALITY TRUSS [~=~ ~=~~~~~-L~·-. =--L~] 1'1:.1.: (')54) 975-3384 FA X: (954) 97l!-R980 3120N.W. 16thTlcRI\ACE 1'01\U'ANO BEACH, FL 33064 R = 2 8 4 1 # U = 1 5 3 4 # W = 8 " ( R i g i d S u r f a c e ) DESIGN CRI T , . F B C 1 0 H V H Z R E S f T P I · 2 0 0 7 F T f R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~m~"jl ~ ~ ~ s 1 ( B U ~ D I N G ' c a M P O N E ~ ; , . · s A " F ' r n ' i ' N ' F a R M A r i c i N ~ P ' u s L i s H ' E o ~ i ; v ' T P I · ~ : r F i u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N l . , F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 1 1 8 / 1 6 G A ( W , H ! S S I K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . S E Q = 6 3 5 6 9 7 R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 S C A L E = 0 . 1 6 6 7 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 4 4 1 1 0 1 ) D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 R S P A C I N G 2 4 . 0 " T Y P E S P E C Job:(13HS138R) SOLANO-MEDITERRANEAN -LOT 3 3 d U P P E R R O O F I A 1 1 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS :T2, T3 2x4 SP #1 Dense: N e g a t i v e r e a c t i o n ( s ) o f - 1 9 1 # M A X . ( S e e b e l o w ) f r o m a n o n - w i n d l o a d c a s e r e q u i r e s u p l i f t c o n n e c t i o n . Bot chord 2x4 SP #1 Dense :81 2x4 SP #2 N 1 2 A : Webs 2x4 SP #3 12A :W4, W12 2x4 SP #2 N 1 2 A : :Lt Stub Wedge iX4 SP _#3_12A::LI Level Retur n 2 X 4 S P _ # 3 _ 1 2 A : 1 7 0 m p h w i n d . 2 2 . 6 6 f l m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 6 . 5 0 f t f r o m r o o f e d g e , R I S K C A T I I , E X P C . w i n d T C D L = 5 . 0 p s f . w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Left cantilever is exposed to wind (b) Continuous lateral bracing equally spaced on m e m b e r . O r 1 x 4 # 3 S R B S P F - S o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b member. Attached with Sd Box or Gun (0.113"x2. 5 " , m i n . ) n a i l s @ 6 " O C . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 2 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . " Bottom chord checked for 10.00 psf non-concurre n t l i v e l o a d . ( a ) C o n t i n u o u s l a t e r a l b r a c i n g e q u a l l y s p a c e d o n m e m b e r . O r 2 x 6 # 3 o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r A t t a c h e d w i t h 1 6 d B o x o r G u n ( 0 . 1 3 5 " x 3 . 5 " , m i n . ) n a i l s @ 6 " O C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . All wind load cases on this truss have a 1.33 durat i o n f a c t o r . 1--- - - 9 ' 3 5 ' 1 1 " - - - - - - - - - - - - - - - - - - 1 12 5 c;:::: : : " " T T ( o [ n i n ~ a;;- 1 a , ~ 6 _ l ~ Fl-- - 7 ' 1 - 1 / 2 " - - ~ - - ~ - - - - - - - - - - - - - - - - - 3 7 ' 5 " - - - - - - - - - - - - - - - - - - - 1 1-1: 4 4 ' 1 1 " - - - - - - - - - - - - - - - - - - - - 1 R=394/-191# U=206# RL = 3 3 1 / - 5 3 # W = 3 " (Rigid Surface) R = 2 0 1 8 # U = 1 0 6 9 # H = H 1 DESC. = A11 PL T. TYP.-WAVE -· FLORIDA QUALITY TRUSS L~-~~~~l~~~:···.--::·_·~::r:-~~:-:J I'EI.: ('}~4) '175-3384 FAX: (954) 97!1-8980 312() N.W. 16th TERRACE I'Oi'>U'ANO !lEACH, Fl.. .H(IM R = 3 0 3 3 # U = 1 5 6 9 # W = B " ( R i g i d S u r f a c e ) DESIGN CRI T e F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T f R T • 2 0 % ( 0 % Y 1 { 0 ) ~m~~~'! · ~ s 1 ( ~ G ~ ~ f N ~ ~ ~ ~ O ~ e ~ T ' S A F E T Y I N F O R M A T 1 0 N r P U B L I S H ' E O B Y T P I ' ( T R U S S ' P L A T E I N S T I T U T E . ~ · . r w · · ~ u . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A . 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P 1 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . S E Q = 6 3 5 7 2 3 R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 S C A L E = 0 . 1 6 6 7 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 4 4 1 1 0 0 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 R S P A C I N G 2 4 . 0 " T Y P E H I P M Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I A 1 2 G Top chord 2x6 SP SS :T1 2x4 SP SS: Bot chord 2x4 SP #1 Dense :81 2x4 SP #2 N 1 2 A : Webs 2x4 SP #3 12A :W2 2x6 SP-ss: -:W3, W11 2x4 SP Ml5ense: :W5 2x4 SP #2 N 1 2 A : :Lt stub Wedge 2x4 SP _#3_12A::Lt Level Retur n 2 x 4 S P _ # 3 _ 1 2 A : Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Negative reaction(s) of -493# MAX. (See below) fr o m a n o n - w i n d l o a d c a s e r e q u i r e s u p l i f t c o n n e c t i o n . 170 mph wind, 22.24 ft mean hgt, ASCE 7-10, CL O S E D b l d g , L o c a t e d a n y w h e r e I n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Left cantilever is exposed to wind #1 hip supports 7-0-0 jacks with no webs. Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . All wind load cases on this truss have a 1.33 dura t i o n f a c t o r . T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T 2 C o m p l e t e T r u s s e s R e q u i r e d E ? S N a i l S c h e d u l e : 0 . 1 2 8 " x 3 " , m i n . n a i l s T o p C h o r d : 1 R o w @ 1 2 . 0 0 " o . c . B o t C h o r d : 1 R o w @ 1 2 . 0 0 " o . c . W e b s : 1 R o w @ 4 " o . c . U s e e q u a l s p a c i n g b e t w e e n r o w s a n d s t a g g e r n a i l s i n e a c h r o w t o a v o i d s p l i t t i n g . 4 " o . c . s p a c i n g o f n a i l s p e r p e n d i c u l a r a n d p a r a l l e l t o g r a i n r e q u i r e d i n a r e a o v e r b e a r i n g s g r e a t e r t h a n 4 " ( • • ) 1 p l a t e ( s ) r e q u i r e s p e c i a l p o s i t i o n i n g . R e f e r t o s c a l e d p l a t e p l o t d e t a i l s f o r s p e c i a l p o s i t i o n i n g r e q u i r e m e n t s . W i n d l o a d s a n d r e a c t i o n s b a s e d o n M W F R S . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 2 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y t o a d s . f---- 6 ' 8 - 1 / 2 " ~ 3 7 ' 1 1 " - - - - - - - - - - - - - - - - - , T 3'5-9/16" 1 DESC. = A12G PLT. TYP.-WAVE 8" 12 5 c:::::::""" = 4 X 1 2 ~ , y T '7 c . - ) 3 ' 1 1 - 1 5 / 1 6 " I 2 \ 4 X 5 H 0 3 1 0 j _ 1 S I ! ' Y ~ H 0 3 1 0 X 6 A-- - 7 ' 1 - 1 / 2 " - + - - - - - - - - - - - - - - - - - - - 3 7 ' 5 " - - - - - - - - - - - - - - - - - - - 1 .., f-'-< > - 1 - - - - - - - - - - - - - - - - - - - - 4 4 ' 1 1 " - - - - - - - - - - - - - - - - - - - - 1 R=249/-493# W=3 " (Rigid Surface) R = 6 9 0 5 # U = 2 7 3 6 # W = B " ( R i g i d S u r f a c e ) DESIGN CR I T • F B C I O H V H Z R E S / T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % Y 1 1 0 1 Q T Y = 1 P L I E S = 2 T O T A L = 2 ~~~~~ ~ ~ S I ( ~ 5 ~ ~ f ~ J ~ a ~ ~ ~ ~ E ~ J ~ r ' ~ } ~ \ ~ ~ ~ i 6 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ L I ~ ~ = G T P ~ ~ f ~ ~ ~ - ~ ~ . ; : ~ ~ ~ T ~ T ~ ~ ~ R A C I I ' l G R = 4 2 4 1 # U = 1 6 7 1 # H = H 1 R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 S E Q = 6 3 5 7 9 0 S C A L E = 0 . 1 6 6 7 T C L L R E F . , . , . , \ 218 NORTH L E E S T R . . S U I T E 3 1 2 , A L E X A N D R I A . V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N . W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . T C D L 3 0 . 0 p s f 1 5 . 0 p s f 1 0 . 0 p s f O . O p s f D A T E 0 5 - 1 6 - 2 0 1 3 FLORIDA • .Q!:!ALITY TRUSS n.:L: 1'>5-'l 975-3.111-1 FAX: (9:'14) 97K-89KO 3120 N. W. 16th TERRACE 1'0!\II'ANO I.IEJ\CH, FLJ3()M "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .. SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S i f f P I 1 S E C . 2 . B C D L B C L L T O T . L D . D U R . F A C . 5 5 . 0 p s f 1 . 2 5 S P A C I N G 2 4 . 0 " D R W G C M 0 / A L E N . 4 4 1 1 0 0 J O B # : 1 3 H S 1 3 8 R T Y P E H I P M Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I C 1 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #1 Dense 1 7 0 m p h w i n d , 2 3 . 4 9 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 9 . 0 0 f t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 , . , Webs 2x4 SP #3 12A :Lt Slider 2x4 SP-#3-12A: BLOCK LENGTH= 1 . 5 0 0 ' :Rt Slider 2x4 SP-#2-N 12A: BLOCK LENGTH = 1 . 5 0 0 ' :Lt Level Return 2x4 SPJ3_12A: W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 1 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . \ t ~ 1 , ) Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Bottom chord checked for 10.00 psfnon-concurre n t l i v e l o a d . ( a ) C o n t i n u o u s l a t e r a l b r a c i n g e q u a l l y s p a c e d o n m e m b e r . O r 1 x 4 # 3 S R B S P F - S o r b e t t e r " T " b r a c e . 8 0 % l e n g l h o f w e b m e m b e r . A t t a c h e d w i t h B d B o x o r G u n ( 0 . 1 1 3 " x 2 . 5 " , m i n . ) n a i l s @ 6 " O C . Truss checked for 200# movable concentrated lo a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . D e f l e c t i o n m e e t s U 3 6 0 l i v e a n d U 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s ! r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . T (o 1 f-- - - - - - - 1 3 ' 1 3 ' 4 " 1 3 ' - - - - - ~ - 1 1 2 5 [ : / " " B" t T ( o l n 1- - - - - - - - - - - - - - - - - - - - - 3 9 ' 4 " _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - j ~~-l R=2345# U=1334# RL=2 3 6 / - 2 4 5 # W = 6 " (Rigid Surface) R = 2 2 1 0 # U = 1 1 7 0 # H = H 1 DESC. = C1 PL T. TYP.-WAVE S E Q = 6 0 2 3 2 8 . -·~·~-M: .. FLORIDA QUALITY TRUSS =~.:.I~~~=-T=:~ .,::~· ·.:::J l'.l:.l.: ('}54) 'J75.JJ84 FAX: (954) 97M-8980 JIZU N.W. 16th TERRACE 1'01\U'ANO .llb\C/1, FL .13{)64 DESIGN CR I T • F B C 1 0 H V H Z R E S ! T P I - 2 0 0 7 F T f R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~~~"i' ~ ~ ~ s 1 , 8 L I I L I J I N ' G ' c o M P O N E ' N ' T ' s ' A F " E r v ' i N ' F c i R M A ' T ' i o N l . P u s L i s H i i o " 8 ' v l ' P I · , : r F i u 5 i l ' P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMI'OFIT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 B / 1 6 G A ( W , H I S S I K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A · Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 0 . 1 8 7 5 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 3 9 0 4 0 0 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 R S P A C I N G 2 4 . 0 " T Y P E H I P S Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I C 2 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP #1 Dense :T2, T3 2x4 SP _#2_ N _ 1 2 A : Bot chord 2x4 SP #1 Dense 1 7 0 m p h w i n d , 2 3 . 0 8 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 9 . 0 0 f t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + l - ) = 0 . 1 8 Webs 2x4 SP #3 12A :Lt Slider 2x4 SP-#3-12A: BLOCK LENGTH= 1 . 5 0 0 ' :Rt Slider 2x4 SP-#3-12A: BLOCK LENGTH = 1 . 5 0 0 ' W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . :Lt Level Return 2x4 SP _#3_12A::Rt Level Retu r n 2 x 4 S P _ # 3 _ 1 2 A : Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 / 2 0 1 2 b y A L S C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . ( a ) C o n t i n u o u s l a t e r a l b r a c i n g e q u a l l y s p a c e d o n m e m b e r . O r 1 x 4 # 3 S R B S P F - S o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r . A t t a c h e d w i t h 8 d B o x o r G u n ( 0 . 1 1 3 " x 2 . 5 " , m i n . ) n a i l s @ 6 " O C . \ J t B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . ' V ' { ' All wind load cases on this truss have a 1.33 dura t i o n f a c t o r . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . 1 1 ' 1 7 ' 4 " T 1 2 5 ~ i<> ln 1 8" 0~ I I I Z J \ 4 = : : > J \ ! : l = O A ! : l t 3 9 ' 4 " 1-~...J R=2343# U=1339# RL= 2 3 2 / - 2 3 2 # W = 6 " (Rigid Surface) DESC. = C2 PL T. TYP.-WAVE ·• .. · .-.. ~ FLORIDA 9UALITY TRUSS TEL: (954) 975-3.184 FAX: (954) 9711-8980 3!20N.W. IMbTERRACli l'()Ml'ANO RJo:ACil, FL ,\3(164 DESIGN CR I T , . F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) / 1 { 0 ) ~m~'11 ~ ~ ~ s 1 , 8 l ! ~ o i N ' G ' c o M P O N E N T . s ' A F e l - v i N ' F o R M A T i o N ~ P U B L I S H E o · s · v l ' P i ' , r R u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . 1 1 ' - T ( ! ) l O = : : > J \ ! : l I I I Z J \ 4 " 1 T f - ~ . . . J R = 2 3 4 3 # U = 1 3 3 9 # W = 6 " ( R i g i d S u r f a c e ) S E Q = 6 0 2 3 3 0 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 0 . 1 8 7 5 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 3 9 0 4 0 0 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 R S P A C I N G 2 4 . 0 " T Y P E H I P S ' Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I C 3 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A :T2, T3 2x4 SP #1 D e n s e : Bot chord 2x4 SP #1 Dense Webs 2x4 SP #3 12A 1 7 0 m p h w i n d , 2 2 . 6 6 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 9 . 0 0 I t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 :Lt Slider 2x4 SP-#3-12A: BLOCK LENGTH= 1 . 5 0 0 ' :Rt Slider 2x4 SP-#3-12A: BLOCK LENGTH = 1 . 5 0 0 ' W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . \ ~ " ) C a l c u l a t e d h o r i z o n t a l d e f l e c t i o n i s 0 . 1 1 " d u e t o l i v e l o a d a n d 0 . 1 5 " d u e t o d e a d l o a d . ~ - - :Lt Level Return 2x4 SP _#3_12A::Rt Level Retu r n 2 x 4 S P _ # 3 _ 1 2 A : Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Bottom chord checked for 10.00 psi non-concurr e n t l i v e l o a d . ( a ) C o n t i n u o u s l a t e r a l b r a c i n g e q u a l l y s p a c e d o n m e m b e r . O r 2 x 6 # 3 o r b e t t e r ' T ' b r a c e . 8 0 % l e n g t h o f w e b m e m b e r A t t a c h e d w i t h 1 6 d B o x o r G u n ( 0 . 1 3 5 " x 3 . 5 " , m i n . ) n a i l s @ 6 " O C . Truss checked for 200# movable concentrated lo a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . T ln '<1-1-- - - - - 9 ' 2 1 ' 4 " 9 ' - - - - - 1 2 5 ~ T ( c i ? ; . O " l 1 a· ~ = o . . ~ ; ; l i f ; : i j 1 = o . . ~ . c ~ 3 X 4 l _ ' < t ' t : . " 3 V ~ " > n r : : o t t r-- - - - - - - - - - - - - - - - - - - - 3 9 ' 4 " - - - - - - - - - - - - - - - - - - - - - J f-~-l R=2343# U=1344# RL=1 9 9 / - 1 9 9 # W = 6 " (Rigid Surface) DESC. = C3 PL T. TYP.-WAVE I'U .. : (954) '175-HS·I .,,_ FA X: (954) ?7K-R980 3120N.W.l6thTERRAC:.E 1'01\.IPANO llEA(;f!, FL .HU<W DESIGN CRI T • F B C 1 0 H V H Z R E S f T P I · 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~~~~§ ~ ~ s 1 , 8 l i i l o i N " G ' c o M P c > N " E ' N i - ' s A " F " E r v i N ' F o f i M A ' T ' i 6 ' N ' ~ r u s L i s l - i e o " 8 ' v r P I · , : r R u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N l . . F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G . S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . f - ~ - l R = 2 3 4 3 # U = 1 3 4 4 # W = 6 " ( R i g i d S u r f a c e ) S E Q = 6 0 2 3 3 2 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 0 . 1 8 7 5 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 O . O p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 3 9 0 4 0 0 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 R S P A C I N G 2 4 . 0 " T Y P E H I P S Job:(13HS138R) BOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I C 4 G Top chord 2x4 SP _#2_N_12A :T2, T3 2x6 SP S S : Bot chord 2x4 SP #1 Dense :B2 2x4 SP SS: Webs 2x4 SP #3 12A :W3, W9 2x4 SP #2 N 1 2 A : :Lt Slider 2x4 SP-#3-12A: BLOCK LENGTH= 1 . 5 0 0 ' :Rt Slider 2x4 SP-#3-12A: BLOCK LENGTH = 1 . 5 0 0 ' :Lt Level Return 2x4 SP _#3_12A::Rt Level Retu r n 2 x 4 S P _ # 3 _ 1 2 A : Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Wind loads and reactions based on MWFRS. T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T 2 C o m p l e t e T r u s s e s R e q u i r e d E ? S N a i l S c h e d u l e : 0 . 1 2 8 " x 3 " , m i n . n a i l s T o p C h o r d : 1 R o w @ 1 2 . 0 0 " o . c . B o t C h o r d : 1 R o w @ 1 2 . 0 0 " o . c . W e b s : 1 R o w @ 4 " o . c . U s e e q u a l s p a c i n g b e t w e e n r o w s a n d s t a g g e r n a i l s i n e a c h r o w t o a v o i d s p l i t t i n g . J h #1 hip supports 7-0-0 jacks with no webs. 1 7 0 m p h w i n d , 2 2 . 2 4 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d 1 C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . C a l c u l a t e d h o r i z o n t a l d e f l e c t i o n i s 0 . 1 2 " d u e t o l i v e l o a d a n d 0 . 1 6 " d u e t o d e a d l o a d . All wind load cases on this truss have a 1.33 dur a t i o n f a c t o r . L e f t s i d e j a c k s h a v e 7 - 0 - 0 s e t b a c k w i t h 0 - 0 - 0 c a n t a n d 1 - 4 - 0 o v e r h a n g . E n d j a c k s h a v e 7 - 0 - 0 s e t b a c k w i t h 0 - 0 - 0 c a n l a n d 1 - 4 - 0 o v e r h a n g . R i g h t s i d e j a c k s h a v e 7 - 0 - 0 s e t b a c k w i t h 0 - 0 - 0 c a n t a n d 1 - 4 - 0 o v e r h a n g . T ;.... "' l 8" C a l c u l a t e d v e r t i c a l d e f l e c t i o n i s 0 . 5 4 " d u e t o l i v e l o a d a n d 0 . 7 1 " d u e t o d e a d l o a d a t X = 1 9 - 8 - 0 . 1-- - - - 7 ' 2 5 ' 4 " 7 ' - - - o - 1 12 5 c:::::: " ' " = ~ ~ ~ ~ E 4 ) 3 ' 1 1 - I s · · ~ ~ A ~ 1 A ~ i t ' r ' * K ~ 3 X 1 t t r-- - - - - - - - - - - - - - - - - - 3 9 ' 4 " _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ j f-~-1 1 - " - 1 R=4623# U=1949# W = 6 " (Rigid Surface) R = 4 6 2 3 # U = 1 9 4 9 # W = 6 " ( R i g i d S u r f a c e ) DESC. = C4G PL T. TYP.-WAVE S E Q = 6 0 0 7 3 9 . ·~ FLORIDA QUALITY TRUSS ==-:.·r:~-~-:--.:~:-:--~--:;·:~ . ., ru..: t•>54l •ns-3384 FAX: (954) 971!-R9SO 3120 N. W. 16th TERIIACE POMI'ANO REACH, Fl. 33064 DESIGN CR I T , . F B C 1 0 H V H Z R E S f r P I - 2 0 0 7 F T / R T • 2 0 % ( 0 " ~ ) 1 1 ( 0 ) ~m~~~ ~ ~ s 1 c s u ~ o i N " G ' c o M P o ' N i i N ' T ' s ' A F ' e ' T v ' i ' N ' F a F i M A ' T ' i o N ' ~ P U B L I S H e o ' i i ' v ' T P I · , : r R u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N . W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMF'ORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 O . O p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " S C A L E = 0 . 1 8 7 5 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 3 9 0 4 0 0 J O B # : 1 3 H S 1 3 8 R T Y P E H I P S Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I D 1 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP #1 Dense :T1 2x4 SP SS: :T3, T4 2x4 SP #2 N 12A: Bot chord 2x4 SP #2N 12A :82 2x4 SP SS: :84 2x4 SP #1 Dense: - 1 7 0 m p h w i n d , 2 4 . 8 8 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 9 . 0 0 I t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 Webs 2x4 SP #3 12A :Lt Slider 2x4 SP-#3-12A: BLOCK LENGTH= 1 . 2 2 3 ' U Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . (b) Continuous lateral bracing equally spaced on m e m b e r . O r 1 x 4 # 3 S R B S P F - S o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b member. Attached with 8d Box or Gun (0.113"x2. 5 " , m i n . ) n a i l s @ 6 " O C . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . C a l c u l a t e d h o r i z o n t a l d e f l e c t i o n i s 0 . 1 3 " d u e t o l i v e l o a d a n d 0 . 1 7 " d u e t o d e a d l o a d . ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 2 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . l / ) . f f ~ Bottom chord checked for 10.00 psi non-concurr e n t l i v e l o a d . ( a ) C o n t i n u o u s l a t e r a l b r a c i n g e q u a l l y s p a c e d o n m e m b e r . O r 2 x 4 # 3 o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r A t t a c h e d w i t h 1 6 d B o x o r G u n ( 0 . 1 3 5 " x 3 . 5 " , m i n . ) n a i l s @ 6 " O C . Truss checked for 200# movable concentrated lo a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . MWFRS loads based on trusses located at least 1 2 . 4 4 f t . f r o m r o o f e d g e . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r t o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . 1 9 ' 8 " ~ - + 4 ' 8 - 1 3 / 1 6 " N = 6 X 8 T 1 2 5 c : ; : : : : : " " ~ ~ in 6 ~ Co 1 8" t 3 3 ' 1 0 - 1 / 2 " ~~ * ~ ; . . . 1 2 ' 8 " 1 7 ' 8 - 1 / 2 " R=2039# U=1144# RL=3 2 1 / - 1 7 7 # W = 6 " (Rigid Surface) DESC. = D1 PL T. TYP.-WAVE .. FLORIDA QUALITY TRUSS ==:.:~~~:c--;-r:·· ..... .-~ ~~· J I"EL: (')54) '175-3384 FAX: (954) 97X-R9SO H20 N. W. 16tlt TER.RAC.E I'OMJ'ANO !!EACH, FL 33(164 DESIGN CRI T • F B C 1 0 H V H Z R E S f T P I · 2 0 0 7 F T / R T " 2 0 % ( 0 % ) 1 1 ( 0 ) ~'M~'i' ~ ~ ~ S I c s u i l o i N " G ' C O M P O N E N T ' S A F E T v l i . J ' F c > R M A r i o N ~ P U B L i s H " e i J " e v ' T P i ' c r R u s s ' P L A T E I N S T I T U T E , 218 NORTH L E E S T R . S U I T E 3 1 2 , A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . 7 ' 2 - 1 / 2 " - - - 1 I : ~ ~ F - i n 1 ~ 0 ' r l _ R = 1 9 0 3 # U = 1 0 8 1 # H = H 1 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " I ~ ~ M " ' 1 S E Q = 6 0 2 3 3 4 S C A L E = 0 . 1 8 7 5 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 3 3 1 0 0 B J O B # : 1 3 H S 1 3 8 R T Y P E C O M N Job:(13JS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I D 2 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP _#2_N_12A :T1 2x4 SP SS: :T2 2x4 SP #1 Dense: Bot chord 2x4 SP #2 N 12A :82 2x4 SP SS: 1 7 0 m p h w i n d , 2 4 . 8 3 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 9 . 0 0 I t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 Webs 2x4 SP #3-12A :Lt Slider 2x4 SP-#3-12A: BLOCK LENGTH= 1 . 2 2 3 ' :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . (b) Continuous lateral bracing equally spaced on m e m b e r . O r 1 x 4 # 3 S R B S P F - S o r b e t t e r ' T ' b r a c e . 8 0 % l e n g t h o f w e b member. Attached with 8d Box or Gun (0.113"x2. 5 " , m i n . ) n a i l s @ 6 " O C . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . C a l c u l a t e d h o r i z o n t a l d e f l e c t i o n i s 0 . 1 4 " d u e t o l i v e l o a d a n d 0 . 1 8 " d u e t o d e a d l o a d . ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 2 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . l f h Bottom chord checked for 10.00 psi non-concurr e n t l i v e l o a d . Deflection meets U360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . ( a ) C o n t i n u o u s l a t e r a l b r a c i n g e q u a l l y s p a c e d o n m e m b e r . O r 2 x 4 # 3 o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r A t t a c h e d w i t h 1 6 d B o x o r G u n ( 0 . 1 3 5 " x 3 . 5 " , m i n . ) n a i l s @ 6 " O C . All wind load cases on this truss have a 1.33 dur a t i o n f a c t o r . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . M W F R S l o a d s b a s e d o n t r u s s e s l o c a t e d a t l e a s t 1 2 . 4 1 f t . f r o m r o o f e d g e . 1--- - - - - - - - 1 9 ' 4 - 1 3 / 1 6 " - - - - - - - - - 4 - 5 ' 3 - 3 / 1 6 " - t - o o - - - - - 9 ' 2 - 1 / 2 " - - - - ! I "' Co 1 8" t 1 2 5 [ / " ' I ( o i ? i ~ ( o ' ~ " ' i ? i 1 0 ' r _ l _ f-- - - - - - - - - - - - - - - - - - 3 3 ' 1 0 - 1 / 2 " - - - - - - - - - - - - - - - - - - 1 . "' . f-;! -!+1- 1 2 ' 8 " - 1 7 ' 8 - 1 / 2 " - - - - - - - - - ! R=2039# U=1128# RL= 3 1 7 / - 1 7 4 # W = 6 " (Rigid Surface) DESC. = 02 PL T. TYP.-WAVE ""':· .... , FLORIDA QUALITY TRUSS r~~-~~~=:L=~-:~-:-.-:-_-~:::=:=J 1'1:.1 ·'<'>54) 975-3384 FA X' (954) 978-8980 3120 N.W. 16th TI.CRRACE 1'01\ll'ANO REACH, FL 33064 DESIGN CR J T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) / 1 ( 0 ) ~m~'il~ ' l ~ s l , 8 l ! i l o i ' N " G ' c a M P O N E ' N i - ' ; , ; ; ; E r v ' i ' N F " o R M A r i o i : i ~ P u s L i s t : i ' E o " s v r P I . , T F i u s s · P L A T E I N S T I T U T E , 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED. T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G "IMF'O~T A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R P E R A N S I I T P I 1 S E C . 2 . R = 1 9 0 3 # U = 1 0 4 6 # H = H 1 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . 3 0 . 0 p s f 1 5 . 0 p s f 1 0 . 0 p s f O . O p s f 5 5 . 0 p s f 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 2 3 3 7 S C A L E = 0 . 1 8 7 5 R E F D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . 3 3 1 0 0 1 l J O B # : 1 3 H S 1 3 8 R T Y P E C O M N Job:(13HS138R) SOLANO-MEDITERRANEAN -L O T 3 3 d U P P E R R O O F I D 3 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP _#2_N_12A :T1 2x4 SP #1 D e n s e : Bot chord 2x4 SP #1 Dense :83 2x4 SP #2 N 1 2 A : Webs 2x4 SP #3 12A - - - 1 7 0 m p h w i n d , 2 4 . 8 6 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o / l o c a t e d w i t h i n 9 . 0 0 I I f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 :Lt Slider 2x4 SP-#3-12A: BLOCK LENGTH= 1 . 5 0 0 ' :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . (a) Continuous lateral bracing equally spaced on m e m b e r . O r 1 x 4 # 3 S R B S P F - S o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b member. Attached with 8d Box or Gun (0.113"x2 . 5 " , m i n . ) n a i l s @ 6 " O C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 2 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . t 1 : , , t ' All wind load cases on this truss have a 1.33 dur a t i o n f a c t o r . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i l y l o a d s . M W F R S l o a d s b a s e d o n t r u s s e s l o c a t e d a t l e a s l 1 2 . 4 3 f t . f r o m r o o f e d g e . 1-- - - - - - - - - - - 1 9 ' 7 " 4 ' 1 0 - 1 3 / 1 6 " 9 ' 4 - 1 1 / 1 6 " - - - - 1 T CD ~ lil d, Co 1 8" k ~ l i l ~ 0 ' r l _ I C D ; ; , ~ N " ' l r-- - - - - - - - - - - - - - - - - - 3 3 ' 1 0 - 1 / 2 " - - - - - - - - - - - - - - - - - ~ r-~~ R=2039# U=1128# RL= 3 2 0 / - 1 7 7 # W = 6 " (Rigid Surface) DESC. = 03 PLT. TYP.-WAVE -~ -~ ,',. ,Jii*"''"'''•._ FLORIDA QUALITY TRUSS ::.::_==~ '"':'"'!"'"' .. __ _:-:::-:~., l'El .: ('1.54) '175-3384 FA X: (954) 978-8980 3 J 20 N. W. 16rb TERRACE POI\U'ANO !lEACH, Fl.. 330M DESIGN CR I T • F B C 1 0 H V H Z R E S I T P 1 · 2 0 0 7 F T / R T • 2 0 % ( 0 % ) / 1 ( 0 ) ~m~~~ ~ ~ s 1 ( s u i l o i N ' G ' c o M P O N E N T . s A ' F " E i - v i N ' F o R M A ' r i o N ' ~ r u s L I S H E o - B ' v r P I · 6 = f i u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 1 9 0 3 # U = 1 0 4 5 # H = H 1 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . 3 0 . 0 p s f 1 5 . 0 p s f 1 0 . 0 p s f O . O p s f 5 5 . 0 p s f 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 2 3 0 9 S C A L E = 0 . 1 8 7 5 R E F D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . 3 3 1 0 0 8 J O B # : 1 3 H S 1 3 8 R T Y P E C O M N Job:(13HS138R) SOLANO-MEDITERRANEAN -L O T 3 3 d U P P E R R O O F I D 4 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP #1 Dense :T2, T3 2x4 SP _#2 _ N _ 1 2 A : Bot chord 2x4 SP #1 Dense 1 7 0 m p h w i n d . 2 4 . 4 5 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 9 . 0 0 I t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 0 Q ~ Webs 2x4 SP #3 12A :Lt Stub Wedge 2x4 SP _#3_12A::Lt Level Retu r n 2 x 4 S P _ # 3 _ 1 2 A : Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . (H1) = (J) Hanger not calculated (2)2x6 SP SS supporting member. W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . L e f t c a n t i l e v e r i s e x p o s e d t o w i n d (a) Continuous lateral bracing equally spaced on m e m b e r . O r 2 x 4 # 3 o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r . A t t a c h e d with 16d Box or Gun (0.135"x3.5",min.)nails@ 6 " O C . ( b ) C o n t i n u o u s l a t e r a l b r a c i n g e q u a l l y s p a c e d o n m e m b e r . O r 1 x 4 # 3 S R B S P F - S o r b e t t e r " T " b r a c e . 8 0 % l e n g t h o f w e b m e m b e r . A t t a c h e d w i t h 8 d B o x o r G u n ( 0 . 1 1 3 " x 2 . 5 " , m i n . ) n a i l s @ 6 " O C . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . All wind load cases on this truss have a 1.33 dur a t i o n f a c t o r . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . M W F R S l o a d s b a s e d o n t r u s s e s l o c a t e d a t l e a s t 1 2 . 2 2 f t . f r o m r o o f e d g e . 1- - - - - - - - - - 1 7 ' 7 " - - - - - - - - - - - 8 ' 1 0 - 1 3 / 1 6 " 7 ' 4 - 1 1 / 1 6 " - - - 1 ® T 1 2 5 V ' lc ~ i:?i ~ T l c ; ; , l c ~ ;.... ~ ~ i : ? i C X l 1 8" = 3 X 5 0 l ' r j _ = 3 X 5 A- 7 ' 1 - 1 / 2 " _ , . . . , _ _ _ _ _ _ _ _ _ _ _ _ _ 2 6 ' 4 - 1 / 2 " - - - - - - - - - - - - - f-" 3 3 ' 1 0 - 1 / 2 " - - - - - - - - - - - - - - - - - 1 R=591# U=399# RL=3 1 3 / - 1 4 7 # W = 3 " DESC. = 04 PLT. TYP-WAVE (Rigid Surface) -.. ,""""' -'• FLORIDA QUALITY TRUSS :.==~:=~--.::--T ~:-:::r:-:-==J .. u .! ('154) 975-3384 FAX: (954) 978-H980 3120N.W.ll>tbTERRAC.E POMPANO I.!TO.ACH, FL .HOM R = 1 9 3 2 # U = 9 7 3 # W = 8 " ( R i g i d S u r f a c e ) DESIGN CR I T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~m~~~ ~ ~ s 1 ( l l u i L o i N " G ' c o M P O N E N T . s ' A F ' e r v ' i N ' F a R M A r l o N l . ' P U B L I S H E o s ' v r p l ' < r F i u s s ' P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPO~TA N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 1 4 5 9 # U = 8 4 4 # H = H 1 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 2 3 1 4 S C A L E = 0 . 1 8 7 5 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 3 3 1 0 0 : 3 J O B # : 1 3 H S 1 3 8 R T Y P E C O M N Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I F G R 1 Top chord 2x4 SP #1 Dense Bol chord 2x4 SP #1 Dense Webs2x4SP #2 N 12A:W1,W102x6SP S S : :W4, W5, W6, Wl 2x4 SP_#3_12A: Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 1 2 0 1 2 b y A L S C . Special loads ------(Lumber Dur.Fac.;1.251 Plate Dur.Fac.;1.2 5 ) TC-From 10p~at O.OOto 10plfat17.83 BC-From 10 plf at 0.00 to 10 plf at 17.83 TC-508.32 lb Cone. Load at 0.17 TC-362.00 lb Cone. Load at 0.69 TC-344.00 lb Cone. Load at 2.69 TC-778.86 lb Cone. Load at 4.73 TC-248.50 lb Cone. Load at 6.79 TC-393.52 lb Cone. Load at 8.73 TC-482.581b Cone. Load at 10.73 TC-480.881b Cone. Load at 12.73 TC-498.98 lb Cone. Load al 13.44 TC-399.57 lb Cone. Load al 15.37 TC-590.81 lb Cone. Load at 17.31 170 mph wind, 20.40 fl mean hgt, ASCE 7-10, C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L ; 5 . 0 psf. wind BC DL;5.0 psf. GCpi(+/-);0.18 Wind loads and reaclions based on MWFRS. Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . Truss checked for 200# movable concentrated l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . All wind load cases on this truss have a 1.33 dur a t i o n f a c t o r . W 1 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T 2 C o m p l e t e T r u s s e s R e q u i r e d N a i l S c h e d u l e : 0 . 1 2 8 " x 3 " , m i n . n a i l s T o p C h o r d : 1 R o w @ 5 . 2 5 " o . c . B o t C h o r d : 1 R o w @ 1 2 . 0 0 " o . c . W e b s : 1 R o w @ 4 " o . c . U s e e q u a l s p a c i n g b e t w e e n r o w s a n d s t a g g e r n a i l s i n e a c h r o w t o a v o i d s p l i t t i n g . M a x J T V E R T D E F L : L L : 0 . 3 5 " D L : 0 . 5 3 " r e c o m m e n d e d c a m b e r 7 / 8 " T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . E ? > T h e T C o f t h i s t r u s s s h a l l b e b r a c e d w i t h a t t a c h e d s p a n s a t 2 4 " O C i n l i e u o f s t r u c t u r a l s h e a t h i n g . T 1 ' 4 " _ l ~ ~ ~ ~ 1 0 - H 0 7 1 4 = 3 X 1 0 = 6 X 8 DESC. = FGR1 PL T. TYP.-WAVE = 6 X 8 1 - - - - - - - - - - - - - - - 1 7 ' 1 0 " - - - - - - - - - - - - - - - - 1 R = 2 7 7 4 # U = 1 7 5 3 # W = 5 " ( R i g i d S u r f a c e ) DESIGNCR I T • F B C I O H V H Z R E S I T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % Y 1 ( 0 ) Q T Y = 1 P L I E S = 2 T O T A L = 2 ~m~~~ ~ ~ S I ~ ~ ~ ~ g f J J ~ ~ ~ ~ J ~ ~ ~ : ~ ~ E ~ ~ ~ ~ f ~ ~ ~ : ~ ~ ~ x ~ ~ ~ L I ~ ~ ~ g L ~ ~ ~ P ~ 7 f ~ ~ ~ - ~ ~ i : T ~ k ~ ? T ~ ~ ~ - B R A C I N G . R = 2 6 7 1 # U = 9 4 8 # R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 S E Q = 6 3 5 7 9 4 S C A L E = 0 . 2 5 0 0 R E F / ) l r ~ i / ' ' 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . T C L L T C D L 3 0 . 0 p s f 1 5 . 0 p s f 1 0 . 0 p s f O . O p s f D A T E 0 5 - 1 6 - 2 0 1 3 .::. ,." ... FLORlDA QUALITY TRUSS ~-.=-.~~~-.~=~~~~~~: ·._~,~=--:-~l l'EL: ('>.'i4) 975-3384 FAX: (954) 97H-ll980 JI20N.W.I6tbTERitAC.L 1'01\.ll'ANO REACH, FL ~3064 "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X P o : 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . B C D L B C L L T O T . L D . D U R . F A C . 5 5 . 0 p s f 1 . 2 5 S P A C I N G 2 4 . 0 " D R W G C M 0 / A L E N . 1 7 1 0 0 0 J O B # : 1 3 H S 1 3 8 R T Y P E F L A T Job:(13HS138R) BOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I F G R 2 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP #2 N 12A Bot chord 2x4 SP -#2 -N -12A Webs 2x6 SP SS W'f:"W3 2x4 SP _#3_12A: Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Special loads ------(Lumber Dur.Fac.=1.25/ Plate Dur.Fac.=1.2 5 ) TC-From 270 p~ at 0.00 to 270 plf at 6.54 BC-From 20 plf at 0.00 to 20 plf at 6.54 2 C o m p l e t e T r u s s e s R e q u i r e d E ? S N a i l S c h e d u l e : 0 . 1 2 8 " x 3 " , m i n . n a i l s T o p C h o r d : 1 R o w @ 1 1 . 2 5 " o . c . B o t C h o r d : 1 R o w @ 1 2 . 0 0 " o . c . W e b s : 1 R o w @ 4 " o . c . U s e e q u a l s p a c i n g b e t w e e n r o w s a n d s t a g g e r n a i l s i n e a c h r o w t o a v o i d s p l i t t i n g . t r - 1 / ( ~ : - { . i ~ " " Bottom chord checked for 10.00 psfnon-concurr e n t l i v e l o a d . Truss must be installed as shown with top chord u p . 1 7 0 m p h w i n d , 2 0 . 4 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . The TC of this truss shall be braced with attache d s p a n s a t 2 4 " O C i n l i e u o f s t r u c t u r a l s h e a t h i n g . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . 1112X4 = 3 X 4 T ~ 1 R=949# U=487# W= 3 - 1 / 2 " (Rigid Surface) DESC. = FGR2 PL T. TYP.-WAVE •· "' .,, .. '_.;, ,.~. ::t.. FLORIDA QUALITY TRUSS [~.~:~~==~=~~~=~·--,· .... -:~ -~~1 I'LL: (•>~4) '175-3384 FAX: (954) 978-8980 ~!20N.W. 16tbTERilACE I'OMI'ANO BEACH, Fl. .n064 DESIGN CR I T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T f R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~~~~~' ! ~ s 1 ( s u i l ' D I N ' G ' c o M P O N E N T . s ' A F " i i i - v i N ' F o R M A T ' i O ' N ' ~ P U B L i s f i i i o " 8 ' v r P ' i . ( r F i u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . 1 1 1 2 X 4 R = 9 4 9 # U = 4 8 7 # S E Q = 6 1 0 7 6 7 R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 S C A L E = 1 . 0 0 0 0 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 6 0 6 0 8 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 R S P A C I N G 2 4 . 0 " T Y P E F L A T Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I H 1 G T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP #1 Dense :T2 2x4 SP _#2_N_ 1 2 A : Bot chord 2x6 SP SS Webs 2x4 SP #3 12A :W4 2x4 SP #2 N 1 2 A : :W7 2x4 SP #1 Dens8: :W8 2x6 SP SS:-- -:Lt Level Relurn 2x4 SP #3 12A::Rt Level Retu r n 2 x 4 S P # 3 1 2 A : :Lt Wedge 2x4 SP _#3_::-12A: - - Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . Special loads ---···(Lumber Dur.Fac.= 1.25 I Plate Dur.Fac.= 1.2 5 ) TC-From 92 plf at -1.33 to 92 plf at 9.12 2 C o m p l e t e T r u s s e s R e q u i r e d E ? 5 N a i l S c h e d u l e : 0 . 1 2 8 " x 3 " , m i n . n a i l s T o p C h o r d : 1 R o w @ 1 2 . 0 0 " o . c . B o t C h o r d : 2 R o w s @ 3 . 0 0 " o . c . ( E a c h R o w ) W e b s : 1 R o w @ 4 " o . c . U s e e q u a l s p a c i n g b e t w e e n r o w s a n d s t a g g e r n a i l s i n e a c h r o w t o a v o i d s p l i t t i n g . 4 " o . c . s p a c i n g o f n a i l s p e r p e n d i c u l a r a n d p a r a l l e l t o g r a i n r e q u i r e d i n a r e a o v e r b e a r i n g s g r e a t e r t h a n 4 " TC-From 92 plf at 9.12 to 92 p~ at 17.17 BC-From 20plfat O.OOto 20pffat 8.13 BC-From 1045 plf at 8.13 to 1045 p~ at 13.13 BC-From 20 plf at 13.13 to 20 p~ at 15.77 1 7 0 m p h w i n d , 2 2 . 6 8 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 9 . 0 0 f l f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + l - ) = 0 . 1 8 PLB-From 10 plf at -1.29 to 10 plf at -0.10 PLB-From 10 plf at 15.94 to 10 plf at 17.13 BC-4241.01 lb Cone. Load at 7.13 W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . BC-2343.881b Cone. Load at 13.77 I u, ,.... <n .;, "'" 1 D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 l o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . 1 - - - - - - - - - - 9 ' 1 - 3 / 8 " 6 ' 7 - 7 / 8 " • ~ M W F R S l o a d s b a s e d o n t r u s s e s l o c a t e d a t l e a s t 1 1 . 3 4 f l . f r o m r o o f e d g e . 1 2 5 c : : : : : = " ' " . . . . T 7 ~ i ~ 1 ' 8 - 5 / 1 6 " 1 1 1 1 5 X 1 0 ~ R r - - - - - - - - - - - - - - - - - 1 5 ' 9 - 1 / 4 " - - - - - - - - - - - - - - - ~ 1--1'4" --j f - - ~ - l R=5356# U=1800# R L = 1 8 3 / - 1 4 6 # W = 6 " (Rigid Surface) DESC. = H1G PLT. TYP.-WAVE .. ... ,_ • .. -·-.... -.;.. FLORJDA QUALITY TRUSS =-~~~-].:=~-~=-~::__::~] 1'1:1.: ('JS.$) 'J75-HK4 FA X: (954) 97S .. R980 JI20N.W. l6!bTI·.RRACE 1'01\ll'ANO HI'.ACH, FL .HOM DESIGN CRI T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) / 1 ( 0 ) ~~"1l~ ~ ~ s 1 ( s u i l i J I N ' G ' c o M P O N E N T . s A F E r v ' i N ' F o R M A T I O N ~ ; ; ; ; B L i s f i l i o " B ' v r P I . ( T R u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADISO N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMF'OFITA N T ' " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORMA N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORMS W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K J H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 8 3 9 6 # U = 3 4 7 7 # W = 5 - 1 / 4 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f O U R . F A G . 1 . 2 5 S P A C I N G 2 4 . 0 " I ~ , . . . . 0 " ' " 1 S E Q = 6 3 5 7 9 2 S C A L E = 0 . 3 7 5 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 1 5 0 9 0 4 J O B # : 1 3 H S 1 3 8 R T Y P E C O M N Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I H 2 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #1 Dense 1 7 0 m p h w i n d , 2 2 . 6 8 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 9 . 0 0 I t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 Webs 2x4 SP #3 12A :W4 2x6 SP SS: :Lt Stub Wedge 2x4 SP_#3_12A::Lt Level Retur n 2 x 4 S P _ # 3 _ 1 2 A : :Rt Level Return 2x4 SP _#3_12A: W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . Truss checked for 200# movable concentrated lo a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . MWFRS loads based on trusses located at least 1 1 . 3 4 f t . f r o m r o o f e d g e . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . 1 - - - - - - - - - 9 ' 1 - 3 / 8 " 6 ' 7 - 7 / 8 " - - - - - - - - 1 = 4 X 5 I 1 2 5 ~ (o Oi .;, 'r 1 ff 1 1 1 3 X 6 R - , 6 - 1 / 4 " 7 - ~ - T 1 ' 8 - 5 / 1 6 " 1 1 - - - - - - - - - - - - - - - - - 1 5 ' 9 - 1 / 4 " - - - - - - - - - - - - - - - ~ 1--1 '4" --l R=1017# U=657# R L = 1 8 1 / - 1 4 5 # W = 6 " (Rigid Surface) DESC. = H2 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS L-·---~~~-=-~==~=-' ~l I'Ll..: ('15~) 975-.1.18·1 FA X: ('H4) 978-8980 3!20 N.W. 16th TERRACE l'OMl'ANO m::ACH, Fl.. .130M DESIGN CR I T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % { 0 % ) 1 1 ( 0 ) ~~~~~ ~ ~ s 1 , 8 \ J ~ o i N G ' c a M r a N ' i N ' T ' s ' A F ' e ' i - Y I N ' F o R ' M A ' r l o N ~ r u s L i s H i i o " B ' v ' T P I ' 6 : R t . i s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMI'ORT A N , . ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 B / 1 6 G A ( W , H J S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . 1 - - i - - 1 R = 1 0 2 5 # U = 6 6 7 # W = 5 - 1 / 4 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " I ~ ~ 0 ~ ' r 1 : t ~ ( i / ' S E Q = 6 0 0 7 4 0 S C A L E = 0 . 3 7 5 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 1 5 0 9 0 4 J O B # : 1 3 H S 1 3 8 R T Y P E C O M N Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I H 3 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A :T1 2x4 SP #1 De n s e : 1 7 0 m p h w i n d , 2 2 . 3 5 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 9 . 0 0 I t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 Bot chord 2x4 SP #2 N 12A Webs 2x4 SP #3-12A :W4 2x6 SP SS: :Lt Stub Wedge 2x4 SP _#3_12A::Lt Level Retur n 2 x 4 S P _ # 3 _ 1 2 A : :Rt Level Return 2x4 SP _#3_12A: W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s i n o n - c o n c u r r e n t J i v e l o a d . Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Truss checked tor 200# movable concentrated lo a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . MWFRS toads based on trusses located at least 1 1 . 1 7 f t . f r o m r o o f e d g e . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . 1 - - - - - - - - - 7 ' 6 " _ _ _ _ _ _ _ _ . , _ 3 ' 2 - 1 3 / 1 6 " " " ! - - - - - 5 ' 0 - 7 / 1 6 " - - - - - ! T 1 2 5 ~ ~ ~ ch C<J 1 - . - - - 7 ~ ~ : . T 1 ' B J " ~ 1 1 1 4 X 6 ( R ) R 1 - - - - - - - - - - - - - - - - - - 1 5 ' 9 - 1 / 4 " - - - - - - - - - - - - - - - ~ - 1 f--1 '4" --1 R=1017# U=677# R L = 1 6 0 / - 1 2 4 # W = 6 " (Rigid Surface) DESC. = H3 PL T. TYP.-WAVE ·-. FLORIDA _gQALITY TRUSS f't::L: ('>S-l) 1>75~J3H-4 FAX: (954) 97M-R9KO 3120 N.W. 16th TERRACE 1'01\U'ANO BEACH, FL33064 DESIGN C R I T = F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T I R T • 2 0 % ( 0 % ) / 1 ( 0 ) ~M~~§ ~ ~ s 1 1 ~ G ~ ~ f N ' G ' c o M P O N E N T , s A F ' e ' T v i N F ' o R M A r i o N i : p u s l i s H . t i o " s v ~ r P I . ( r R u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . . S U I T E 3 1 2 , A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHA L L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N · , A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFOR M A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFOR M S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FA C E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . f - - - - ~ - - j R = 1 0 2 5 # U = 7 0 7 # W = 5 - 1 / 4 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . S S . O p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " I < D ; : ; : N ' = t 1 S E Q = 6 0 0 7 4 1 S C A L E = 0 . 3 7 5 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 1 5 0 9 0 4 J O B # : 1 3 H S 1 3 8 R T Y P E C O M N Job:(13HS138R) BOLANO-MEDITERRANEAN ·LO T 3 3 d U P P E R R O O F I H 4 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A Webs 2x4 SP #3-121\ :W6 2x6 SP SS: 1 7 0 m p h w i n d , 2 2 . 3 1 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 9 . 0 0 I t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L ~ 5 . 0 p s f , w i n d B C D L ~ 5 . 0 p s f . G C p i ( + / - ) ~ 0 . 1 8 ' :U Stub Wedge b4 SP _#3_12A::LI Level Retu r n 2 x 4 S P _ # 3 _ 1 2 A : :Rt Level Return 2x4 SP _#3_ 12A: W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . f i b 1 / Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Truss checked for 200# movable concentrated lo a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . f - - - - - - - 5 ' 6 " - - - - - - + - 3 ' 7 - 3 / 1 6 " T 1 2 T 5 [ : 7 ' 1o ~ D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . - ~ - - ~ - - - 4 ' 1 0 - 1 / 4 " - - - - - - 1 = 4 X 5 l ~ q co ' "" ~ 1 N T ¢ ' T 1 1 ~ I I I 3 X 6 R f - - - - - - - - - - - - - - - 1 5 ' 9 - 1 / 4 " - - - - - - - - - - - - - - - - - 1 1--1 '4" --l R=1017# U=701# R L = 1 5 6 / - 1 2 1 # W = 6 " (Rigid Surface) DESC. = H4 PL T. TYP.-WAVE . .. :., """""'"' ';..... FLORIDA QUALITY TRUSS r-~~-:-~~~~=-~~~:~~I~:::J I'LL: (')$4) 975-3384 FAX: (9'i4) 97H-R9SO 3J20N.W. l6tbTJiRRACE I'OMI'ANO BEACH, FL.H(l64 DESIGN CR I T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % V 1 ( 0 ) ~~~~~ ~ ~ s 1 ( s u l l o i N " G ' c o M P O N E N T . s A " F ' E r v i N F " o R M A T ' i o N ' ~ r u s L i s H i i o " B ' v r P I . ( T R u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . 1 - ~ - - - l R = 1 0 2 5 # U = 7 2 2 # W = 5 - 1 / 4 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 0 7 4 2 S C A L E = 0 . 3 7 5 0 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 1 5 0 9 0 4 J O B # : 1 3 H S 1 3 8 R T Y P E C O M N Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I H 5 G T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A :T1 2x4 SP #1 D e n s e : Bol chord 2x6 SP SS Webs 2x4 SP #3 12A :W6 2x6 SP SS: :Lt Level Return 2x4 SP _#3_12A::Rt Level Retu r n 2 x 4 S P _ # 3 _ 1 2 A : Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . 170 mph wind, 22.31 It mean hgt, ASCE 7-10, C L O S E D b l d g , n o t l o c a t e d w i t h i n 9 . 0 0 I t f r o m r o o f e d g e , R I S K C A T I I , E X P C , wind TC DL;5.0 psf, wind BC DL;5.0 psf. GCpi( + l - ) ; 0 . 1 8 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non-concurr e n t l i v e l o a d . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . Truss checked for 200# movable concentrated lo a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . S p e c i a l l o a d s - - - - - ( L u m b e r D u r . F a c . ; 1 . 2 5 I P l a t e D u r . F a c . ; 1 . 2 5 ) T C - F r o m 9 2 p f f a t - 1 . 4 0 t o 9 2 p f f a t 3 . 5 0 T C - F r o m 4 6 p l f a t 3 . 5 0 t o 4 6 p f f a t 7 . 1 0 T C - F r o m 9 2 p l f a l 7 . 1 0 t o 9 2 p l f a l 1 0 . 9 2 T C - F r o m 9 2 p l f a l 1 0 . 9 2 t o 9 2 p l f a t 1 7 . 1 7 B C - F r o m 2 0 p l f a t 0 . 0 0 t o 2 0 p l f a l 3 . 5 0 B C - F r o m 1 0 p l f a t 3 . 5 0 t o 1 0 p l f a t 5 . 9 4 B C - F r o m 2 0 p l f a t 5 . 9 4 t o 2 0 p f f a t 1 5 . 7 7 P L B - F r o m 1 0 p l f a t - 1 . 2 9 t o 1 0 p f f a t - 0 . 1 3 P L B - F r o m 1 0 p l f a t 1 5 . 9 0 t o 1 0 p l f a t 1 7 . 1 3 P L T - 1 4 5 . 3 8 l b C o n e . L o a d a t ( 3 . 5 0 , 2 2 . 4 8 ) P L T - 1 3 5 . 8 2 l b C o n e . L o a d a t ( 5 . 0 6 , 2 2 . 4 8 ) P L B - 3 6 . 2 4 l b C o n e . L o a d a t ( 3 . 5 0 , 2 0 . 4 4 ) P L B - 2 3 4 . 2 6 l b C o n e . L o a d a t ( 5 . 0 6 , 2 0 . 4 4 ) P L B - 3 9 1 . 7 7 1 b C o n e . L o a d a t ( 5 . 9 4 , 2 0 . 4 4 ) A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . 3 ' 6 " 3 ' 7 - 3 / 1 6 " - ~ ~ 3 ' 9 - 1 3 / 1 6 " , _ _ _ _ _ 4 ' 1 0 - 1 / 4 " - - - - - - 1 T k en 00 ('.") T ~ 1 2 5 ~ = 4 X 5 T 1 ' ~ =4X5(B1) T¢3X4 _L,- , - 6 - 1 W 1 ' 8 - 5 / 1 6 " N 6~~ l_ 7 - ~ " 1 1 1 1 3 X 1 0 R R 1 - - - - - - - - - - - - - - - - - - - 1 5 ' 9 - 1 / 4 " - - - - - - - - - - - - - - - ~ f-~-- - 1 R=1545# U = 7 6 1 # W = 6 " (Rigid Surfa c e ) DESC. = H5G PL T. TYP.-WAVE .• ... ---::.:... ": ... FLORlDA QUALITY TRUSS --~ --'"'f TU.: (0)54) 975-33114 FAX: ('J'14) 978-H980 Jl20 N. W. l61b TERRACE !'01\\PANO BEACH, FL ."13()64 DESIGN CR I T , . F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T I R T , 2 0 % ( 0 % ) 1 1 ( 0 ) ~m~~~' ! ~ s 1 ( s u ~ o i N " G ' c o M r o N " E ' N l - ' s ' A F " E : l - Y ' I N ' F a R M A r l o N l . P U B L I S H E o " B ' v ' T P I ' < r R u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . . S U I T E 3 1 2 , A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .. SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S I K ) A S T M A 6 5 3 G R A D E 4 0 1 6 0 ( W . K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . f - ~ - - - 1 R = 1 2 5 5 # U = 6 4 3 # W = 5 - 1 / 4 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " 1 ~ ~ T " ' ~ ; ; ; ~ " " 1 S E Q = 6 0 0 7 4 3 S C A L E = 0 . 3 7 5 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 1 5 0 9 0 4 J O B # : 1 3 H S 1 3 8 R T Y P E C O M N Job:(13HS138R) BOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I L 1 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 1 2A Webs 2x4 SP #3-1ZA :W1, W5 2x6 SP SS: 1 7 0 m p h w i n d , 2 2 . 8 1 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 4 . 5 0 f t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L ; 5 . 0 p s f , w i n d B C D L ; 5 . 0 p s f . G C p i ( + / - ) ; 0 . 1 8 :Lt Level Return 2x4 SP _#3_12A::Rt Level Retu r n 2 x 4 S P _ # 3 _ 1 2 A : Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . Truss checked for 200# movable concentrated lo a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . 1 - - - - - - - 4 ' 1 0 - 1 / 4 " 4 ' 1 0 - 1 / 4 " - - - - - - 1 I 1D a; cO M 1 T¢3X4 ~ ~4"~ iJ- I 7JL" R = 4 X 5 1 2 5 c : : : : : = " " 1 1 1 3 X 6 R 1 - - - - - - - - - - - - - - 9 ' 8 - 1 / 2 " - - - - - - - - - - - - - - - 1 1--1 '4-3/4" - - l 1 - - 1 ' 4 - 3 / 4 " - - l R=683# U=56 4 # R L = 1 2 0 / - 1 2 0 # W = 5 - 1 / 4 " (Rigid Surface) R = 6 8 3 # U = 5 6 2 # W = 5 - 1 / 4 " ( R i g i d S u r f a c e ) DESC. = L 1 PL T. TYP.-WAVE ·· ... """"_ .• ;«•"'<·--:__:· .... , FLORIDA QUALITY TRUSS r...::=~::.=-r-::~"'.T~"-::···::_--:~"'1 I'.EL: (•>Hl '175-3384 FAX: (954) 97R--8980 :1120 N.W. l61h TJ,RitAC.E l'f>MPANOBEAC/1, FL33()64 DESIGN CRI T = F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T f R T = 2 0 % ( 0 % ) 1 1 ( 0 ) ~m~'il ~ ~ ~ s l ( s u l l o i N ' G ' c o M P O N E N T . s A F E T Y ' i ' N F O R M A T ' i o N ~ P U B L I S H E D . B Y T P l . ( T R u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .. SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N . P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " / ' " 1 ' 1 . . _ _ ' i I V ' / , . , ~ S E Q = 6 0 0 7 4 4 S C A L E = 0 . 5 0 0 0 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 9 0 8 0 8 J O B # : 1 3 H S 1 3 8 R T Y P E C O M N Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I L 1 A T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A Webs 2x4 SP #3 -121\ :W1 2x6 SP SS: :Lt Level Return 2x4 SP _#3_12A: 1 7 0 m p h w i n d , 2 2 . 8 1 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 4 . 5 0 f t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 1 ) 2 x 6 S P S S Bottom chord checked for 10.00 psf non-concurr e n t l i v e l o a d . s u p p o r t i n g m e m b e r . Truss checked for 200# movable concentrated lo a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . I 1o a; 00 ;v, 1 f - - - - - - - 4 ' 1 0 - 1 / 4 " 4 ' 1 1 " - - - - - - - - l 1 2 5 c : ; : : : " " ' ~3X4 (o i:O sL· li?,;;#~'5r- - - - ~ t + I _17-T" ~ 1 R f - - - - - - - - - - - - - - 9 ' 9 - 1 / 4 " - - - - - - - - - - - - - - - - 1 I-1 '4-3/4" - - 1 R=696# U=56 6 # R L = 9 2 / - 1 0 0 # W = 5 - 1 / 4 " (Rigid Surface) R = 5 4 0 # U = 3 9 8 # DESC. = L 1A PL T. TYP.-WAVE "~ FLORIDA QUALITY TRUSS :.=:=_T·:."---.~-':··:~~"-·.·~~l:·--:-2] I'EL: ('>HJ '175-3384 FA X: (954) 97!!-8980 3120 N.W. 16th TI:RRACI> I'O!I.Il'ANO BEACH, FL .H064 DESIGN CRI T . . F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~~~~~ ~ ~ s 1 ( s u l l . ' D I N " G e : ' O ; ; ; ; : ; c , N " E ' N r · s A " F ' E r Y i ' N ' F o i i M A " r l o N i : P U B L i s f i i i o " s ' v ' T P I ' < r R u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADISO N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMF'ORT A N , . ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORMA N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORMS W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E ( : T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . H = H 1 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " { { ( ) _ ' . ) I . / . · . I . / S E Q = 6 0 0 7 4 5 S C A L E = 0 . 5 0 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 9 0 9 0 4 J O B # : 1 3 H S 1 3 8 R T Y P E C O M N Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I L 2 G T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A Webs 2x4 SP #3 -12A :W1, W6 2x6 SP SS: 1 7 0 m p h w i n d , 2 2 . 4 1 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 :Lt Level Return 2x4 SP _#3_12A::Rt Level Retur n 2 x 4 S P _ # 3 _ 1 2 A : W i n d l o a d s a n d r e a c t i o n s b a s e d o n M W F R S . Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 1 5 / 2 0 1 2 b y A L S C . # 1 h i p s u p p o r t s 2 - 1 1 - 4 j a c k s w i t h n o w e b s . Truss checked for 200# movable concentrated lo a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . I N f - 1 2 5 ~ 2 ' 1 1 - 1 / 4 " 3 ' 1 0 " - - - - - 1 - 2 ' 1 1 - 1 / 4 " . j ~ ~4"~"r---~ I 1 ]'L' R R 1 - - - - - - - - - - - - - - 9 ' 8 - 1 / 2 " - - - - - - - - - - - - - - - - - - 1 1--1 '4-3/4" - - l 1 - - 1 ' 4 - 3 / 4 " - - l DESC. = L2G PLT. TYP.-WAVE '·•' FLORIDA QUALITY TRUSS I W .. : (')5-I) 975-3384 FAX: (954) 978-8980 3120 j'\;, W. !61h TERRAC.E 1'01\!l'ANO ll:EACH, FL.\)064 R=724# U = 3 7 2 # W = 5 - 1 / 4 " (Rigid Sur f a c e ) DESIGN CRI T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ; ' 1 ( 0 ) ~'m~"ii~ ' l ~ s 1 , 8 U " ~ ' D I N " G ' c o M P O N E N T . s ' A F " r n ' i ' N ' F a R M A r i o N > : r u s L i s ' H e o " B ' v r P I ' r r F i u s s · P L A T E I N S T I T U T E . R = 7 2 4 # U = 3 7 2 # W = 5 - 1 / 4 " ( R i g i d S u r f a c e ) 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADISO N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORTA N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 B / 1 6 G A ( W , H I S S I K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " e ~ . t · 1 1 ' f { · . 1 ' ~ · ~ < S E Q = 6 0 0 7 4 6 S C A L E = 0 . 5 0 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 9 0 8 0 8 J O B # : 1 3 H S 1 3 8 R T Y P E H I P S Job:(13HS138R) SOLANO-MEDITERRANEAN -L O T 3 3 d U P P E R R O O F I S 1 G T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x6 SP SS Webs 2x4 SP #3 12A 1 7 0 m p h w i n d , 2 6 . 0 3 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C . w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 :U Level Return 2x4 SP _#3_12A :Rt Level Retu r n 2 x 4 S P _ # 3 _ 1 2 A : Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Special loads ------(Lumber Dur.Fac.=1.25/ Plate Dur.Fac.=1.2 5 ) TC-From 92 p~ at -2.06 to 92 p~ at 2.25 TC-From 46 plf at 2.25 to 46 plf at 4.63 TC-From 46 plf at 4.63 to 46 plf at 7.00 W i n d l o a d s a n d r e a c t i o n s b a s e d o n M W F R S . E n d v e r t i c a l s n o t e x p o s e d t o w i n d p r e s s u r e . ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 2 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . ( H 2 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 2 ) 2 x 6 S P S S s u p p o r t i n g m e m b e r . TC-From 92 p~ at 7.00 to 92 p~ at 11.31 BC-From 20 plf at 0.00 to 20 p~ at 2.25 B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . BC-From 10 plf at 2.25 to 10 plf at 7.00 BC-From 20 plf at 7.00 lo 20 p~ at 9.25 D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . PLB-From 10 plf at -2.02 to 10 p~ at -0.80 PLB-From 10 plf at 10.05 to 10 plf at 11.27 TC-320.00 lb Cone. Load at 4.47, 4.78 A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . BC-676.24 lb Cone. Load at 2.25, 7.00 BC-1029.40 lb Cone. Load at 4.62 I iD ~ q; ~ ~ iD ;, i?.i u, ' ~ 1 - - - 4 ' 5 - 1 1 / 1 6 " 1 2 4.9 c::::: " ' " " 4 ' 5 - 1 1 / 1 6 " - - j in U? 11 -. r o o ~ ~ 1 1 1 - - - - - - - 9 ' 3 " _ _ _ _ _ _ _ _ _ , "' f----~-- 1 f - - - - - - 1 DESC. = S1G PL T. TYP.-WAVE . ,'....,. _./. '•,.._ FLORIDA QUALITY TRUSS r.-.~-~~==r~==~:=-=-~~~··:-~:~J I"LL: ('>S-'l '175-:IJH4 FAX: (954) 97R-R980 3120 N. W. 16th TERRACE 1'0!\!I'ANO BEACH, FL .HOM N R=209 5 # U = 1 0 5 8 # H = H1 DESIGN CR I T , . F B C 1 0 H V H Z R E S F T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) R = 2 0 9 5 # U = 1 0 5 8 # H = H 2 ~m~~~ ~ ~ s 1 ( s u i L o i N " G ' c o M P O N E N T . s A " F " i i r Y i ' N F O R M A ' T ' i o N ' ~ P U B L i s H e o ' s ' v ' T P I . ( r R u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R , P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " \ . , . / S E Q = 6 0 0 7 4 7 S C A L E = 0 . 2 5 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 9 0 3 0 0 J O B # : 1 3 H S 1 3 8 R T Y P E C O M N Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I S 2 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A Webs 2x4 SP _#3-=:_ f2A 1 7 0 m p h w i n d , 2 5 . 9 4 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 9 . 0 0 f t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . (H1) = (J) Hanger not calculated (2)2x6 SP SS supporting member. (H2) = (J) Hanger not calculated (2)2x6 SP SS supporting member. W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . E n d v e r t i c a l s n o t e x p o s e d t o w i n d p r e s s u r e . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . { p ~ I l All wind load cases on this truss have a 1.33 dur a t i o n f a c t o r . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d . n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . M W F R S l o a d s b a s e d o n t r u s s e s l o c a t e d a t l e a s t 1 2 . 9 7 f t . f r o m r o o f e d g e . 1---2'6" + - - - 1 - - ~ - - 1 - - ~ + ­ q . ~ 8 ~ - ~ 0 . 9 8 - - - t - - 2 ' 6 " - - 1 2.7 8 = " " " " 12 4.16 c:::::::--I I l"X4 U:, U:, «> ~ ~ lO ·~ ~ ' ~-' en ~ ~ -i;l (ol L{) U/1 1 1113X6(R) 1 ~ 1 l u i I ~ / ' U 1---- - - - - - - - - - - 9 ' 3 " - - - - - - - - - - - - - ~ R=514# U=446# RL = 3 1 / - 3 1 # H = H1 R = 5 1 4 # U = 4 4 6 # H = H 2 DESC. = S2 PL T. TYP.-WAVE ·• :.:~ FLORJDA QUALITY TRUSS c~~=-~~=I:':·~ -~r ..... -:-. . _;:_.::.:J 1'1:.1 .• : ('>54) '175-3384 FAX: ('>54) 978-8980 3120 N. W. 16th l'J£RHACE I'Ol\II'ANO llE,\CII, Fl. .HOM DESIGN CRI T • F B C 1 0 H V H Z R E S I T P 1 · 2 0 0 7 F T / R T . . 2 0 % ( 0 % ) 1 1 ( 0 ) ~'m~'il ~ ~ ~ s 1 ( a u i l ' D I N ' G ' i : : o i . 1 r o N ' E ' N 1 ' s : . \ F ' i : l - v ' i ' N F O R M A ' r i o N ' ~ P U B L i s f . i i i o " 8 ' v ' T P I · < : r F i u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMI'ORT A N , . ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 1 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f O U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 0 7 4 8 S C A L E = 0 . 3 7 5 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 9 0 3 0 0 J O B # : 1 3 H S 1 3 8 R T Y P E C O M N Job:(13HS138R) BOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I 5 3 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A Webs 2x4 SP _#3~ f2A 1 7 0 m p h w i n d , 2 5 . 3 3 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 9 . 0 0 f t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . (H1) = (J) Hanger not calculated (2)2x6 SP SS supporting member. (H2) = (J) Hanger not calculated (2)2x6 SP SS supporting member. W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . E n d v e r t i c a l s n o t e x p o s e d t o w i n d p r e s s u r e . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 l o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . E l - } 7 / All wind load cases on this truss hre a 1.33 dur a t i o n f a c t o r . I • 2 ' 1 1 " • • 1 ' 8 - 1 / 2 " - + - 1 ' 8 - 1 / 2 " T r u s s c h e c k e p f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . _ , _ , _ _ _ _ 2 ' 1 1 " · 1 M W F R S l o a d s b a s e d o n t r u s s e s l o c a t e d a t l e a s t 1 2 . 6 7 f t . f r o m r o o f e d g e . $! ~ ..;. in "' ;::: N in 2.78 1 2 c::::: = = - 0 . 9 8 1 2 c : : : = = - 1 2 ~ 0 . 9 8 1--- - - - - - - - - - - - 9 ' 3 " - - - - - - - - - - - - - - 1 R=511# U=450 # H = H1 R = 5 1 1 # U = 4 5 0 # H = H 2 DESC. = S3 PLT. TYP.-WAVE .: -, .. ' FLORIDA QUALITY TRUSS :.~-~-=::.~=~~~==~=-::~~~=:r~=.::J IT!..' ('JH"I 975-3384 FAX: (954) 971!-8980 3120 N. W. Jl)th TI,Rl!ACE 1'0.1\\I'ANO .!lEACH, Fl, 33064 DESIGN CRI T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~'m~t-j l ~ ~ ~ s 1 , 8 l . i l l o i N " G ' c o M P O N E N T . s ' A F " E r v i N ' F o R M A T ' i o N ~ r u s L i s H e o l i ' v ' T P I . , r R u s s . P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A . 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMI'O~TA N , . ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .. SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C . B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 0 7 4 9 S C A L E = 0 . 5 0 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 9 0 3 0 0 J O B # : 1 3 H S 1 3 8 R T Y P E C O M N Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I S 4 G T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x6 SP SS Webs 2x4 SP _#3_12A Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Special loads ------(Lumber Dur.Fac.=1.25/ Plate Dur.Fac.=1.2 5 ) TC-From 90 plf at 0.00 to 90 plf at 9.25 BC-From 10 plf at 0.00 to 10 plf at 9.25 2 C o m p l e t e T r u s s e s R e q u i r e d N a i l S c h e d u l e : 0 . 1 2 8 " x 3 " , m i n . n a i l s T o p C h o r d : 1 R o w @ 1 2 . 0 0 " o . c . B o t C h o r d : 2 R o w s @ 4 . 0 0 " o . c . ( E a c h R o w ) W e b s : 1 R o w @ 4 " o . c . U s e e q u a l s p a c i n g b e t w e e n r o w s a n d s t a g g e r n a i l s i n e a c h r o w t o a v o i d s p l i t t i n g . E ? s , _ , , t e I C l . . , l , l ' BC-1902.97 lb Cone. Load at 1.81, 3.81, 5.44 BC-1472.991b Cone. Load at 7.44 1 7 0 m p h w i n d , 2 5 . 2 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C . w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 (H1) = (J) Hanger not calculated (2)2x6 SP SS supporting member. (H2) = (J) Hanger not calculated (2)2x6 SP SS supporting member. All wind load cases on this truss have a 1.33 dura t i o n f a c t o r . W i n d l o a d s a n d r e a c t i o n s b a s e d o n M W F R S . E n d v e r t i c a l s n o t e x p o s e d t o w i n d p r e s s u r e . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . T h e T C o f t h i s t r u s s s h a l l b e b r a c e d w i t h a t t a c h e d s p a n s a t 2 4 " O C i n l i e u o f s t r u c t u r a l s h e a t h i n g . I 1o ~ ~ a, 'r 1 f---- - - - - - - - 9 ' 3 " - - - - - - - - - - < . - j R=4184# U=169 9 # H = H1 R = 3 9 2 3 # U = 1 6 0 8 # H = H 2 DESC. = S4G PL T. TYP.-WAVE FLORIDA QUALITY TRUSS :==~~~:-=~~=~I:···-~~r:-:~:;1 1'1..1 .: (95-11 975-338·1 FA X: (9'14) 978-8980 3120·1\".W. l6tlt'I'ERRAC.E 1'01\II'ANO !lEACH, FL 33()64 DESIGN CRr T , . f B C 1 0 H V H Z R E S I T P t - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) f 1 ( 0 ) ~~~~~ ~ ~ s 1 ( s u i l o i N ' G c o M P a N ' E ' N i - ' s ' A F " i i r v i N ' F o R M A T i o N ~ P U B L i s f i i i o . 8 ' v ' T P I · ( : r F i u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . . S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADISO N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED. T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N , . ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G . S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N . P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R , P E R A N S I I T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . 3 0 . 0 p s f 1 5 . 0 p s f 1 0 . 0 p s f O . O p s f 5 5 . 0 p s f 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 0 7 7 4 S C A L E = 0 . 3 7 5 0 R E F D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . 9 0 3 0 0 J O B # : 1 3 H S 1 3 8 R T Y P E F L A T Job:(13HS138R) SOLANO· MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I M 5 G T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS Bot chord 2x4 SP #2 N 12A :82 2x8 SP SS: ( . . ) 1 p l a t e ( s ) r e q u i r e s p e c i a l p o s i t i o n i n g . R e f e r t o s c a l e d p l a t e p l o t d e t a i l s f o r s p e c i a l p o s i t i o n i n g r e q u i r e m e n t s . Webs 2x4 SP #3 -121\ :W1 2x6 SP SS: :Ll Level Return 2x4 SP _#3_12A: 1 7 0 m p h w i n d , 2 6 . 0 4 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 / l Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Special loads E n d v e r t i c a l s n o t e x p o s e d t o w i n d p r e s s u r e . J ' i , f ' \ ------(Lurnber Dur.Fac.=1.25/ Plate Dur.Fac.=1.2 5 ) TC-From 92plfat-1.42to 92p~at5.19 ( H 1 ) = ( J ) H a n g e r n o l c a l c u l a t e d ( 1 ) 2 x 6 S P # 2 D e n s e s u p p o r t i n g m e m b e r . BC-From 11 plf at-1.42 to 11 plf at 0.00 B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . BC-From 20 plf at 2.96 to 20 plf at 5.19 BC-1353.52 lb Cone. Load at 2.88 Wind loads based on MWFRS with additional C& C m e m b e r d e s i g n & r e a c t i o n s . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . 12 4.9 ~ 1 1 1 2 X 4 _ ~ ~ ~ 'r 1 __£_ I- - - 5 ' 2 - 5 / 1 6 " _ _ _ _ _ . , f--0+- ~ - A - 3 ' 3 " - - l R=1 013# U=280# RL= 2 6 5 / - 2 0 # W = ? - 1 / 4 " (Rigid Surface) DESC. = M5G PLT. TYP.-WAVE FLOR1DA ·-_ _gUALITY TRUSS I'LL: (')54) •J75-J.l84 F,\ X: (954) 97X-R980 JJ2llN.W. 16th TERJtACE I'OM!'ANO BEACH, FL J3064 R = 1 0 0 7 # U = 8 3 2 # H = H 1 DESIGN CRI T • F B C 1 0 H V H Z R E S f T P I · 2 0 0 7 F T / R T . , 2 0 % ( 0 % ) f 1 ( 0 ) ~m~~~ ~ ~ s 1 ( s u i l i i i N ' G ' c o M P O N E N T . s A " F " e ' T v ' i ' N ' F o R M A T i o N ' ~ P U B L i s H i i o " 8 ' v r P I . i T F i u s s ' P L A T E I N S T I T U T E , 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADISO N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IM~OAT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHALL N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K J H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " / j S E Q = 6 0 0 7 5 0 S C A L E = 0 . 2 5 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 5 0 2 0 5 J O B # : 1 3 H S 1 3 8 R T Y P E C O M N Job:(13HS138R) BOLAND-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I M 5 A T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A Webs 2x4 SP #3-12A :W1 2x6 SP SS: :Lt Level Return 2x4 SP _#3_12A: 1 7 0 m p h w i n d , 2 5 . 9 0 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . Lumber grades designated with "12A" use design v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Special loads ------(Lumber Dur.Fac.=1.25/ Plate Dur.Fac.=1.2 5 ) TC-From 92 plf at -1.42 to 10 plfat 4.51 T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . BC-From 20 plf at 0.00 to 2 plf at 4.51 PLB-From 10 plf at -1.38 to 10 plf at -0.16 Wind loads based on MWFRS with additional C& C m e m b e r d e s i g n & r e a c t i o n s . Left end vertical exposed to wind pressure. Defle c t i o n m e e t s L / 2 4 0 c r i t e r i a f o r b r i t t l e a n d f l e x i b l e w a l l c o v e r i n g s . 1 2 4.9 c : : : : : = = " " R = 1 5 1 # U = 8 5 5 # N A I L E D I 1 : ~ ~3X4 t~ "' ( o Oi ..,;. (o ~ 1 R 1 1 1 3 X 5 1 - - - - 3 ' 3 - 1 / 8 " - - - - - 1 ( 0 j : : : ( ; ) 0 1 I . . - - 0 ; c O ( o f--~--j f - ~ - 1 R=408# Rw=708# U = 2 3 6 # R L = 8 0 6 / - 2 1 0 # W = 7 - 3 / 8 " (Rigid Surface) DESC. = M5A PL T. TYP.-WAVE ;,.. FLORIDA QUALITY TRUSS r-=~=~==:~~~-=~·-:: ,~· #-;~, ILl.: (')54) ~75-3~1~-1 FA X: (95-1) 978-.8980 :1 120 ;--;, W. 16th TERRACE I'O.i\ll'ANO REACH, FL .13064 R = 1 8 8 # U = 6 8 0 # N A I L E D DESIGN CRI T o : F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) REFE~'i i ~ ~ ~ s l , 8 l . i l l o i N " G " C : o i . 1 P o ' N E ' N - r · s ' A F " E ' T v l i - I F o R M A ' r i o N ~ P U B L i s i = i " E o - e i v r P I · , : r F i u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . . S U I T E 3 1 2 . A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A . 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W 1 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED, T O P C H O R D S H A L L H A V E P R O P E R L Y A T I A C H E D S T R U C T U R A L P A N E L S A N D B O T I O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORTA N T " ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .• SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G . S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S I K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FACE O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . S E Q = 6 0 0 7 5 1 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 0 . 3 7 5 0 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 3 0 3 0 2 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 R S P A C I N G 2 4 . 0 " T Y P E E J A C K Job:(13HS138R) SOLANO-MEDITERRANEAN -L O T 3 3 d U P P E R R O O F I M 5 B T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A Webs 2x4 SP #3-12A :W1 2x6 SP SS: :LI Level Return 2x4 SP _#3_12A: 1 7 0 m p h w i n d , 2 5 . 9 1 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Special loads ------(Lumber Dur.Fac.=1.25/ Plate Dur.Fac.=1.2 5 ) TC-From 92 plf at -1.42 to 5 plf at 4.59 BC-From 20 plf at 0.00 to 2 plf at 3.56 PLB-From 10plfat-1.38to 10p~at-0.16 Wind loads based on MWFRS with additional C& C m e m b e r d e s i g n & r e a c t i o n s . Left end vertical exposed to wind pressure. Defle c t i o n m e e t s L / 2 4 0 c r i t e r i a f o r b r i t t l e a n d f l e x i b l e w a l l c o v e r i n g s . DESC. = MSB PLT. TYP.-WAVE 1 2 4.9 [ / " ' R = 1 2 2 # U = 8 2 1 # N A I L E D En (o ~3X4 ·II ~ 1 W 1 R 1 1 1 3 X 5 = 5 X 6 1 - - - 3 ' 5 - 1 / 4 " - - - 1 f--~- - l f - ~ - l R=348# Rw=646# U = 2 6 4 # R L = 8 0 7 / - 2 1 0 # W = 7 - 3 / 8 " (Rigid Surface) I I C D 1 o ~ - ~ 0 " ' " ; ' " : ; l I R = 2 0 1 # U = 6 4 8 # N A I L E D DESIGN CR I T • F B C t O H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) a , ( o R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S E Q = 6 0 0 7 5 2 S C A L E = 0 . 3 7 5 0 ~m~toji ~ ~ ~ s 1 ( a u i l o i ' N ' G ' c o M P o N " e r - i i - ' s A ' F e r Y ' I i i F ' o f i M A ' - T i o N ~ r u s L I S H E o · a · v ' T P I ' < r R u s s · P L A T E I N S T I T U T E . R E F . . , " ' 218 NORTH L E E S T R , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . T C L L T C D L 3 0 . 0 p s f 1 5 . 0 p s f 1 0 . 0 p s f O . O p s f D A T E 0 5 - 1 6 - 2 0 1 3 .· FLORIDA QUALITY TRUSS :_~:.:~~=~l-=~r::-_·~=r, ~·':J I'I::L: ('J54) 975-.HS-1 FAX: (954) 978-8980 J 120 N. W. 16th Tl'RRAC.E i'<)MJ'AJ'<O HEACH, FL .H064 "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S I K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . B C D L D R W G B C L L C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 3 0 5 0 4 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 R S P A C I N G 2 4 . 0 " T Y P E E J A C K . Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I M 5 C T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS Bot chord 2x4 SP #2 N 12A Webs 2x4 SP #3-12A :W1 2x6 SP SS: :Lt Level Return 2x4 SP _#3_12A: 1 7 0 m p h w i n d , 2 5 . 9 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Special loads B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . ------(Lumber Dur.Fac.=1 .25/ Plate Dur.Fac.=1 .2 5 ) TC-From 92 plf at -1.71 to 5 pff at 4.23 D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . BC-From 20 plf at 0.00 to 2 plf at 3.10 PLB-From 10 plf at -1.67 to 10 plf at -0.45 Wind loads based on MWFRS with additional C& C m e m b e r d e s i g n & r e a c t i o n s . Left end vertical exposed to wind pressure. Defle c t i o n m e e t s L / 2 4 0 c r i t e r i a f o r b r i t t l e a n d f l e x i b l e w a l l c o v e r i n g s . ~-~X4 ~ ·! fO ;e CD -ll) ~ ;;; ~CD ~~ ll 1 2 4.9 c : : : : : : = = " " R = 1 0 5 # U = 7 0 9 # N A I L E D R = 4 7 # R w = 2 2 1 ~ 9 4 6 # N A I L E D 1 1 1 2 X 4 ~ I I \ \ I I N 1 o ~ ~ 1 1 1 3 X 5 I I I 3 X 6 ( R ) 2 ' 1 1 - 3 / 4 " 1 ' 3 " · I · · I R=284# Rw=834# U = 2 8 9 # R L = 8 5 1 / - 2 3 8 # W = 3 - 7 / 8 " (Rigid Surface) DESC. = M5C PLT. TYP.-WAVE ,.,. FLORJDA QUALITY TRUSS :~~~~:~=~:I: __ ,-·~~L~~-~-~~-:J I'U .: ('154) 975-338-1 FAX: (954) 978-8980 Jl20N.W. 16th TERRACE 1'01\ll'ANO liEACH, Fl.. J3!JM DESIGN CR I T • F B C 1 0 H V H Z R E S f f P I · 2 0 0 7 F T / R T • 2 0 % ( 0 % Y 1 ( 0 ) ~·uwl1 ~ ~ ~ s l ( s u l l o i N " G ' c o M P O N E N T . s ' A F ' E : l - v i N ' F a R M A T i o N ~ P U B L i s H e o ' s ' v r P r . ( T R u s s · P L A T E I N S T I T U T E . 218 NORTH L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S I K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN SH O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 0 7 5 3 S C A L E = 0 . 3 7 5 0 t r ~ · · L . . , v I 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 2 1 1 1 2 J O B # : 1 3 H S 1 3 8 R T Y P E E J A C K Job:(13HS13BR) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I F G R 4 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x6 SP SS Bot chord 2x6 SP SS 1 7 0 m p h w i n d , 2 6 . 2 9 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C . w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Webs 2x4 SP _#3_12A Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Special loads ------(Lumber Dur.Fac.=1.25/ Plate Dur.Fac.=1.2 5 ) TC-From 90 plf at 0.00 to 90 p~ at 3.21 BC-From 20 plf at 0.00 to 20 plf at 3.21 TC-150.70 lb Cone. Load at 0.84 TC-121.60 lb Cone. Load at 1.61 TC-105.00 lb Cone. Load at 2.37 BC-188.39 lb Cone. Load at 0.84 W i n d l o a d s a n d r e a c t i o n s b a s e d o n M W F R S . E n d v e r t i c a l s n o t e x p o s e d t o w i n d p r e s s u r e . ( H 1 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 1 ) 2 x 8 S P S S s u p p o r t i n g m e m b e r . ( H 2 ) = ( J ) H a n g e r n o t c a l c u l a t e d ( 1 ) 2 x 6 S P # 2 D e n s e s u p p o r t i n g m e m b e r . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . BC-201.05 lb Cone. Load at 1.61 BC-233.00 lb Cone. Load at 2.37 D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . T r u s s m u s t b e i n s t a l l e d a s s h o w n w i t h t o p c h o r d u p . The TC of this truss shall be braced with attache d s p a n s a t 2 4 " O C i n l i e u o f s t r u c t u r a l s h e a t h i n g . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . I en ~ -~ 6 [n 1112X4 r;:;-JU ~ =3 X 4 1 ! @ , < 4 r- 1 I t 1 ~ l i D ] 1113X4(R) 1 1 1 3 X 4 ( R ) I--3'2- 9 / 1 6 " - - - - - - j R=677# U=37 # DESC. = FGR4 PL T. TYP.-WAVE H = H1 ,, .... ·-.: .... ,, FLORlDA QUALITY TRUSS ;::..:_~::::-r:-:..T~=~;~J:-,. /] l'EL: ('154) 975-3.18-t FAX: (954) 978-8980 3120N.W.16thTERI\ACJ.:: 1'01\U'ANO BEACH, Fl.. 33064 R = 6 7 6 # U = 3 7 # H = H 2 DESIGN CR I T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % Y 1 ( 0 ) Q T Y = 2 T O T A L = 2 ~m~~~ ~ ~ S I ~ ~ ~ ~ ~ 6 ~ ~ ~ ~ I ~ ~ ~ i 6 ~ ~ ~ ~ ~ ~ ~ t ~ ~ ~ L ~ ~ ~ ~ g L ~ ~ ~ P ~ ' t f ~ ~ ~ - ~ ~ : J t ~ ~ ~ ~ T ~ ~ - B R A C I N G - 21B NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A . 3 O F T P I I - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . S P A C I N G 3 0 . 0 p s f 1 5 . 0 p s f 1 0 . 0 p s f O . O p s f 5 5 . 0 p s f 1 . 2 5 2 4 . 0 " l J t \ - - , l . J S E Q = 6 0 0 7 5 4 S C A L E = 0 . 3 7 5 0 R E F D A T E 0 5 - 1 6 - 2 0 " 1 3 D R W G C M 0 / A L E N . 3 0 2 0 9 J O B # : 1 3 H S 1 3 8 R T Y P E M O N O Job:(13HS138R) BOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I M 7 B T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A Webs 2x4 SP #3-12A 1 7 0 m p h w i n d , 2 1 . 8 3 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 :LI Stub Wedge 2-x4 SP _#3_12A :Lt Level Retu r n 2 x 4 S P _ # 3 _ 1 2 A : Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . # 1 hip supports 5-0-0 jacks W /2 panel TC and n o e n d v e r t . W i n d l o a d s a n d r e a c t i o n s b a s e d o n M W F R S . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . L e f t c a n t i l e v e r i s e x p o s e d t o w i n d 1 l ~ , } . f , . ~ · - - · ~ , ) . ~ Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . Truss checked for 200# movable concentrated l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . L e f t s i d e j a c k s h a v e 5 - 0 - 0 s e t b a c k w i t h 0 - 4 - 8 c a n t a n d 1 - 4 - 0 o v e r h a n g . E n d j a c k s h a v e 5 - 0 - 0 s e t b a c k w i t h 0 - 4 - 8 c a n t a n d 1 - 4 - 0 o v e r h a n g . R i g h t s i d e j a c k s h a v e 0 - 0 - 0 s e t b a c k w i t h 0 - 0 - 0 c a n t a n d 0 - 0 - 0 o v e r h a n g . T ""3X4 Co l_T 6-1/4" j_ 1114X6(G 1 ) A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . 1 - - - - - - - - - - - - 5 ' 2 ' 7 - 3 / 4 " - - - ~ - 1 1 2 ~ ~ I I / / I I I I 5 r : _ : : : ? ' " " ' ~ N ~ l ~ = 3 X 4 ~ 1 R ~ - ~ 7 ' 3 - 1 / 4 " - - - - - - - - - - - - - 1 l---1'4" - + - - - - - - - - - - - - - - - - - 7 ' 7 - 3 / 4 " _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , DESC. = M7B PL T. TYP.-WAVE -· FLORIDA QUALITY TRUSS r~-~:-.. ~::~·· r :.~-~-~~~:-~~---~.:.::1 I'LL: ('>54) 'J75-3384 FA X: (954) !l?H-8980 :1120N.W. l6thTJ;RRACE 1'01\ti'ANO BEACH, Fl.. J3064 R = 7 7 9 # U = 4 1 2 # W = 3 " ( R i g i d S u r f a c e ) DESIGN CR I T • F B C 1 0 H V H Z R E S f r P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~'m~~ ~ ~ ~ s 1 ( s u ~ o i N ' G C : o i . 1 P o N " i N ' T ' s A " F ' e ' T Y i ' N ' F o R M A T i o N ~ P U B L i s i i l i o " 8 ' Y ' T P I . ( r R u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPO~TA N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 7 4 8 # U = 3 6 6 # W = 5 - 3 / 4 " ( R i g i d S u r f a c e ) R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 1 0 7 6 1 S C A L E = 0 . 7 5 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 7 0 7 1 2 J O B # : 1 3 H S 1 3 8 R T Y P E H I P M Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I E J 7 D T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP #1 Dense Bot chord 2x4 SP #1 Dense :Lt Stub Wedge 2x4 SP _#3_12A :Lt Level Retur n 2 x 4 S P _ # 3 _ 1 2 A : 1 7 0 m p h w i n d , 2 2 . 2 4 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 4 . 5 0 I t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 Bottom chord checked for 10.00 psi non-concurr e n t l i v e l o a d . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . Truss checked for 200# movable concentrated lo a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . T 93X4 Co j_T 6-1/4" l_ 1114X5(G 1 ) R 1 2 5 [ 7 " R = 2 8 8 # U = 3 2 1 # N A I L E D f . . _ " ' ~ c . - , L n ' ~ ~ c . - , 1---1'4 " 7 ' - - - - - - - - - - - - - - 1 DESC. = EJ7D PLT. TYP.-WAVE r·u .: t'>54l 97s-Hn4 FAX: (954) 978-89&0 ~120 N.W. 16th TERRACE 1'01\U'JI.NO BEACH, Fl.. 33()64 R=5 3 7 # U = 4 1 5 # R L = 2 9 7 / - 2 9 # W = 6 " (Rig i d S u r f a c e ) DESIGN CR I T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % } J 1 ( 0 ) ~~~~~ ~ ~ s 1 ( s u l l o i N ' G ' c o M P O N E N T . s ' A F ' E ' T v i N F : ~ c i R M A T I O N ~ P ' u s t : l s H E o ' i i v r P I ' i T R u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A l l A C H E D R I G I D C E I L I N G . "IMPORT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES AR E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . R = 2 7 3 # U = 4 0 # N A I L E D R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " L r l S E Q = 6 0 0 7 5 5 S C A L E = 0 . 7 5 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . J O B # : 1 3 H S 1 3 8 R T Y P E E J A C K : Job:(13HS138R) SOLANO-MEDITERRANEAN -L O T 3 3 d U P P E R R O O F I M 5 D T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS Bot chord 2x4 SP #2 N 12A Webs 2x4 SP #3-12A 1 7 0 m p h w i n d , 2 5 . 9 9 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 4 . 5 0 f l f r o m r o o f e d g e , R I S K C A T I I , E X P C . w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 :LI Level Return 2x4 SP _#3_12A: W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s i n o n - c o n c u r r e n t l i v e l o a d . =3X4 ( B 1 ) i ~ 1 2 4 . 9 c ; : : : : : : " " ' A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . R = 2 5 7 # U = 3 0 0 # N A I L E D 1 1 1 2 X 4 1 1 1 2 X 4 I ( o ~ l ? i ~ N N 1 ! ! C " l J , N I--1 ' 4 - 5 / 1 6 " ~ - - - - - - - - - - - - - - - - - - - - - - - - - - 5 ' - - - - - - - - - - - - - - - - - - - - - - - - - - ~ DESC. = M5D PLT. TYP.-WAVE .. I'U .: (<JS-'l 975-3384 FAX: (954) 971l-R980 .l 120 N. W. 16th TlcR.IC\CE I'OMJ'ANO fii::ACH, Fl.. J30M R = 4 3 8 # U = 4 1 7 # R L = 2 5 8 # W = 3 - 1 / 4 " ( R i g i d S u r f a c e ) DESIGN CR I T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) / 1 ( 0 ) ~m~'il ~ ~ ~ s 1 ( a u ~ o i N ' G c o M P o ' N e ' N l - ' s ' A F ' E r v ' i N ' F o R M A ' T ' i a N ~ r u s L I S H E o " 8 ' v ' T P I ' i r R u s i i " P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A . V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A . 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S . INC .. SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K J H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " ! ' \ . - ~ . : ~ ' , ( o ; : ; : " ' S E Q = 6 0 0 7 5 6 S C A L E = 1 . 0 0 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . J O B # : 1 3 H S 1 3 8 R T Y P E E J A C K : Job:(13HS138R) SOLANO-MEDITERRANEAN -L O T 3 3 d U P P E R R O O F I E J 5 D T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R . ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A :Lt Stub Wedge 2x4 S-P _#3_12A :Lt Level Retu r n 2 x 4 S P _ # 3 _ 1 2 A : 1 7 0 m p h w i n d , 2 1 . 8 3 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 4 . 5 0 f t f r o m r o o f e d g e , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . W i n d l o a d s b a s e d a n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . L e f t c a n t i l e v e r i s e x p o s e d t o w i n d Boltam chard checked for 10.00 psi non-concur r e n t l i v e l o a d . Truss checked for 200# movable concentrated l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n l h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . ~3X4 00 ~ 1113 X 5 ( G 1 ) f - - ~ - - 1 1 2 5 c . : : : : : = ' " ' R = 1 8 4 # U = 2 6 0 # N A I L E D a , ( ! ) N ~ i ? . i ' " ' 1---- 1 ' 4 " 5 ' - - - - - - - - - - - - - - - - 1 DESC. = EJ5D PL T. TYP . .WAVE FLORlDA QUALITY TRUSS r=~:~~::~~=~~~--·-c;~:~~-~=-~~j n.L: ('>.S4l '175-JJ84 FAX: ('}54) 97K-89KO 312l) 1\',W. 16th TERRACE I'OMJ'ANO REA<.: II, FL .H()64 R = 4 7 7 # U = 4 2 4 # R L = 2 5 2 / - 2 9 # W = 3 " ( R i g i d S u r f a c e ) DESIGN C R I T . , F S C l O H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~m~~~ ' ! ~ s 1 , 6 u l l o i N ' G ' i : ' Q t ; ; ; ; ; : , ' N E ' N r ' ; ; ; ; , · i i r v ' i ' N ' F o f 1 M A T ' I O ' i : i ~ P U B L i s H ! i o ' i i ' v ' T P I ' , r F i u s s ' P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A . 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S . INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C . B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K I A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H . S S ) G A L V S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 2 3 7 # U = 2 3 # N A I L E D R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . 3 0 . 0 p s f 1 5 . 0 p s f 1 0 . 0 p s f O . O p s f 5 5 . 0 p s f 1 . 2 5 S P A C I N G 2 4 . 0 " i . . . . r S E Q = 6 1 0 7 5 0 S C A L E = 1 . 0 0 0 0 R E F D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . J O B # : 1 3 H S 1 3 8 H T Y P E E J A C K • " t Job:(13HS138R) SOLANO-MEDITERRANEAN -L O T 3 3 d U P P E R R O O F I J 3 6 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bol chord 2x4 SP #2 N 12A :Lt Stub Wedge 2x4 S-P _#3_12A :Lt Level Ret u r n 2 x 4 S P _ # 3 _ 1 2 A : 1 7 0 m p h w i n d , 2 1 . 5 1 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C . w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c l i o n s . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . " ~ ~ . . ~ · ~ ~ ~ : , i ~ ~ . ~ All wind load cases on this truss have a 1.33 dur a t i o n f a c t o r . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . ~3X4 Co ~ 111 3 X 5 ( G 1 ) R 1 2 5 ~ R = 1 3 6 # U = 1 9 8 # N A I L E D I ~ ~ t o ' N ~ ; : : : : 1 J : , N 1----- 1 ' 4 " 3 ' 6 " - - - - - - - - - - - - - - - 1 DESC. = J36 PL T. TYP.-WAVE ,,·,.. ... • y :,·.~: ... FLORIDA QUALITY TRUSS ==-r<·-~r ·····--~ ... .1.~=:1 I"W .: (•>54) 975-338·1 FA X: (954) 978-8980 Jl20 N. W. 16th TERRACE I'Ollo.U'ANO BEACH, FL 33064 R = 3 4 1 # U = 3 4 9 # R L = 2 1 3 / - 2 9 # W = 6 " ( R i g i d S u r f a c e ) DESIGN C R I T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T I R T • 2 0 % ( 0 % ) / 1 ( 0 ) ~m~'ii ~ ~ ~ s 1 ( s i . i i l o i N " G ' c o M P O N E N T . s A " F ' i i r Y ' I i . J F " o R : M A T ' I O ' N ' ~ r i . i s L i s f i E i i J " I i ' v l ' P I ' i r R u s s · P L A T E I N S T I T U T E . R = 2 3 4 # U = 2 6 # N A I L E D 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPO~T A N T " ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S . INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 1 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N . P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . S E Q = 6 0 0 7 5 7 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 1 . 0 0 0 0 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 3 0 6 0 0 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 H S P A C I N G 2 4 . 0 " T Y P E E J A C K Job:(13HS138R) BOLANO-MEDITERRANEAN -L O T 3 3 d U P P E R R O O F I J 3 6 G T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x6 SP SS Webs 2x4 SP #3 12A :Lt Level Return 2x4 SP _#3_12A: S p e c i a l l o a d s - - - - - - ( L u m b e r D u r . F a c . ; 1 . 2 5 / P l a t e D u r . F a c . ; 1 . 2 5 ) T C - F r o m 9 2 p l f a t - 1 . 3 3 t o 9 2 p l f a t 3 . 5 0 B C - F r o m 2 0 p l f a l 0 . 0 0 t o 2 0 p l f a t 3 . 5 0 B C - 5 4 0 . 0 9 1 b C o n e . L o a d a t 1 . 5 6 Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Wind loads and reactions based on MWFRS. 1 7 0 m p h w i n d , 2 1 . 7 9 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L ; 5 . 0 p s f , w i n d B C D L ; 5 . 0 p s f . G C p i ( + / - ) ; 0 . 1 8 (H1); (J) Hanger not calculated (1 )2x6 SP SS supporting member. R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . A l l w i n d l o a d c a s e s o n l h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c l o r . ~3X4 00 ~t ~1 =3X4 ( B 1 ) R 1 2 5 ~ 1 1 1 2 X 4 1 1 1 3 X 5 1 - - - - - - - - - - - 3 ' 6 " - - - - - - - - ~ . . , I ~ ~ 0 N 1 f------1 ' 4 " - - - - - . 1 DESC. = J36G PL T. TYP.-WAVE ... .. ::h .. FLORIDA .Ql!AJ-.ITY TRUSS n:r..: t'>54J '175-.331!4 FAX: (954) 97!l-8980 .1120 N. W. 16th TERRACE 1'01\\l'ANO J.W,\Cll, FL .H064 R = 6 6 1 # U = 3 6 6 # W = 6 " ( R i g i d S u r f a c e ) DESIGN C R I T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % Y 1 ( 0 ) ~1'11~' 1 / ~ ~ ~ s l ( s u i l ' D I N ' G ' c o M P O N E N T . s A : F ' E ' T v ' i N F o R M A T ' i a i . i ~ P U B L I S H E o s ' v r P I . ( r R u s s · P L A T E I N S T I T U T E . R = 3 9 2 # U = 1 9 3 # H = H 1 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A . 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHA L L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFOR M A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A . 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R , P E R A N S I I T P I 1 S E C . 2 . " ' ~ ; : : : r P N R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 0 7 5 8 S C A L E = 1 . 0 0 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 3 0 6 0 0 J O B # : 1 3 H S 1 3 8 H T Y P E C O M N Job:(13HS138R) BOLAND-MEDITERRANEAN -L O T 3 3 d U P P E R R O O F I J 3 8 G T H I S D W G P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x6 SP SS Webs 2x4 SP #3 12A :W1 2x6 SP SS: :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . 170 mph wind, 22.24 ft mean hgt, ASCE 7-10, C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 (H 1) = (J) Hanger not calculated (1 )2x6 SP SS supporting member. Bottom chord checked for 10.00 psf non-concurr e n t l i v e l o a d . S p e c i a l l o a d s - - - - - - ( L u m b e r D u r . F a c . = 1 . 2 5 / P l a t e D u r . F a c . = 1 . 2 5 ) T C - F r o m 9 2 p W a t - 1 . 4 0 t o 9 2 p l f a t 2 . 1 5 T C - F r o m 9 2 p l f a t 2 . 1 5 t o 9 2 p W a t 3 . 4 4 B C - F r o m 2 0 p l f a t 0 . 0 0 t o 2 0 p l f a t 3 . 4 4 P L B - F r o m 1 0 p l f a t - 1 . 3 6 t o 1 0 p W a t - 0 . 1 6 T C - 6 0 . 9 3 l b C o n e . L o a d a t 2 . 1 8 B C - 2 2 1 0 . 3 4 1 b C o n e . L o a d a t 1 . 5 0 B C - 2 3 9 . 9 5 l b C o n e . L o a d a t 2 . 1 8 W i n d l o a d s a n d r e a c t i o n s b a s e d o n M W F R S . R i g h t e n d v e r t i c a l n o t e x p o s e d t o w i n d p r e s s u r e . Truss checked for 200# movable concentrated l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . f - - - - - 2 ' 1 - 3 / 4 " 1 ' 3 - 1 / 2 " - - - j D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . T ""3X4 !eT ~f J±· 1 2 5 c : ; : : : : : : " " 1 1 1 3 X 6 ( R ) ~ 1 : ; : 1 1 1 1 4 X 1 0 ( R ) 1 1 1 3 X 1 0 ( R ) ~ - - - - - - 3 ' 5 - 1 / 4 " - - - - - - - 1 I 1 o ~ ~ r - ! . N 1 1---1'4- 3 / 4 " - - - 1 DESC. = J38G PLT. TYP.-WAVE ~ ---... ,· •.. FLORIDA QUALITY TRUSS [~:_·.:=-~~::-·-_~7: ·-·-~·:::.::-~ I'LL! 1'>54) '175-338-1 FAX: (954) 971!-8980 :1120 N.W. !Nb TERRACE 1'01'-U'ANO llEAC:H, FL.H064 R = 1 7 1 2 # U = 7 7 6 # W = 5 - 1 / 4 " ( R i g i d S u r f a c e ) DESIGN C R I T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T / R T , . 2 0 % ( 0 % ) f 1 ( 0 ) ~~~~~ ~ · ~ s 1 ( s u i l ' D I N ' G ' c o i : 1 r o N ' E N i - . s A " F " E : ' T v i N ' F o i i M A ' r l o N i . ' P U B L I S H E o · s · v r P I . ( T R u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N 1 . , F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .. SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R , P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " < , , l - ~ 7 J , o - 1 S E Q = 6 1 0 7 5 2 S C A L E = 0 . 7 5 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 3 0 5 0 4 J O B # : 1 3 H S 1 3 8 F : T Y P E C O M N Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I E J 3 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A Webs 2x6 SP SS-- 1 7 0 m p h w i n d , 2 2 . 4 1 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . Truss checked for 200# movable concentrated l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . DESC. = EJ3 PLT. TYP.-WAVE f--. FLORIDA QUALITY TRUSS r--==~--~-~l~;·:· -A ·c-=:~=-·:-:::7, I'.EL: ('1.54) '175-.nM FAX: (954) 9711-8980 JI20N.W. 16rltTliRR.ACE 1'01\!l'ANO !lEACH, FL .HOM 1 - - - - - - - 2 ' 5 - 3 / 4 " - - - - - - - - 1 R = 1 0 5 # U = 3 1 7 # N A I L E D 1 1 1 5 X 6 1 ' 4 - 3 / 4 " 1 2 5 ~ ~ f : ! : j , _ _ _ _ _ _ _ _ _ 2 ' 1 1 - 1 / 4 " _ _ _ _ _ _ _ _ _ , . ~ ~ ; : : ; r - : . N R = 3 4 6 # U = 4 7 0 # R L = 3 3 5 / - 2 9 # W = 5 - 1 / 4 " ( R i g i d S u r f a c e ) R = 2 2 8 # U = 7 9 # N A I L E D DESIGN C R I T , . . F B C 1 0 H V H Z R E S I T P 1 · 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~m~~~ ~ ~ s 1 , 8 u i l i l i N ' G c o M P o ' N i N r · ; , ; ; ; E l - Y i ' N ' F ' c i R M A T i o N ~ P U B L i s H . E o " 8 v v - r p ; · , : r R u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPOFIT A N 1 " ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .. SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N D S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A J O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " : 1 : ; r t " " \ j ; ' , j ( ) } ~ I . · · . " ' S E Q = 6 0 0 7 6 0 S C A L E = 1 . 0 0 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 2 1 1 0 4 J O B # : 1 3 H S 1 3 8 F t T Y P E E J A C K Job:(13HS138R) BOLANO-MEDITERRANEAN -L O T 3 3 d U P P E R R O O F I J 2 4 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A Webs 2x6 SP SS -- 1 7 0 m p h w i n d , 2 2 . 2 4 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . Truss checked for 200# movable concentrated l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . MWFRS loads based on trusses located at leas t 2 2 . 2 4 f t . f r o m r o o f e d g e . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . DESC. = J24 PLT. TYP.-WAVE .:• f-FLORIDA QUALITY TRUSS r~~.-~-~.~=~I~. :~~~~:.~~~~~==3 I'LL: ('/54) 975-3384 FA X: (954) 97M-119110 3120 N.W. 16th TERRACE l'OMJ'ANO BEACH, FL .'13064 1 ' 8 - 1 / 4 " R = 6 0 # U = 1 5 3 # N A I L E D 1 2 I 5 ~ 1 1 1 3 X 4 k k ~ ~ a ; ~ c i , N N 1 f ~ l 1 ' 4 - 3 / 4 " 2 ' 1 - 3 / 4 " - - - - - R = 3 3 0 # U = 2 4 5 # R L = 1 8 1 / - 2 9 # W = 5 - 1 / 4 " ( R i g i d S u r f a c e ) DESIGN C R I T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T f R T • 2 0 % ( 0 % ) f 1 ( 0 ) R = 2 1 9 # U = 5 5 # N A I L E D ~~"1' ~ ~ ~ s 1 ; e u i l " D I N " G ' i : : a i . 1 P a N E N r · 5 A ; ; e T Y ' I i . J ' F c i i i M A ' r i o N ' ~ r ; u 8 L i s f . i l i o - 8 v r P I . ; T R u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .• SHA L L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFOR M A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 B / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H . S S ) G A L V . S T E E L A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R , P E R A N S I I T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " t . , . _ , i l l - v r v S E Q = 6 0 0 7 6 1 S C A L E = 1 . 0 0 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 2 0 1 1 2 J O B # : 1 3 H S 1 3 8 R T Y P E E J A C K Job:(13HS138R) BOLANO-MEDITERRANEAN -L O T 3 3 d U P P E R R O O F I J 2 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP #2 N 12A Bot chord 2x4 SP -#2 -N 1 2A Webs 2x6 SP §S - 1 7 0 m p h w i n d , 2 2 . 4 9 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . All wind load cases on this truss have a 1.33 dur a t i o n f a c t o r . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . M W F R S l o a d s b a s e d o n t r u s s e s l o c a t e d a t l e a s t 2 2 . 4 9 f t . f r o m r o o f e d g e . 1 ' 5 - 3 / 4 " 1 2 R = 9 0 # U = 8 5 # R L = 9 3 # N A I L E D 5 [ : 7 " " ~ N II12X4 ~ ~ I 1 D ' ~ N ~ 1D I N ~ N L?i 1 ,p 1112X4 ~ 1 ' 1 1 - 1 / 4 " R=251# U=119# W = 5 - 1 / 4 " R = 2 1 9 # U = 2 # N A I L E D (Rigid Surface) DESC. = J2 PLT. TYP.-WAVE "• ·-FLORJDA QUALITY TRUSS -·-·-··"···'l -~-~: .• :::·: .. ""''r---I'EL: (')54) '175-3384 F,o\ X: ('15-1) 97X-89SO 3!2(1N.W. 16thTI'R!l,\CE 1'01\U'ANO !lEACH, FL J30M DESIGN C R I T • F B C 1 0 H V H Z R E S I T P I - 2 0 0 7 F T I R T • 2 0 % ( 0 % ) J 1 ( 0 ) ~m~~~ ~ ~ s 1 ( s u l l ' D I N " G ' c o M P o ' N i N ' T ' s ' A ; , · e = r v i N F ' c i R M A T i a N l . ' P u a t : i s ' H ' E o - 8 ' ¥ ' T P I . ( T R u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . . S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMF'OFIT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . S E Q = 6 0 0 7 6 2 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 1 . 0 0 0 0 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 O . O p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 1 1 1 0 4 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 F t S P A C I N G 2 4 . 0 " T Y P E E J A C K Job:(13HS138R) SOLANO-MEDITERRANEAN -L O T 3 3 d U P P E R R O O F I C J 5 D T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A :Lt Stub Wedge 2x4 SP _#3_12A :Lt Level Ret u r n 2 x 4 S P _ # 3 _ 1 2 A : 1 7 0 m p h w i n d , 2 1 . 8 3 I t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , n o t l o c a t e d w i t h i n 4 . 5 0 f t f r o m r o o f e d g e , R I S K C A T I I , E X P C . w i n d T C D L = S . O p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 0 , . . - ' W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . ( , . Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Defiection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . All wind load cases on this truss have a 1.33 dur a t i o n f a c t o r . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s i n o n - c o n c u r r e n t l i v e l o a d . f ) ~3X4 io ~ 111 3 X 5 ( G 1 ) R 1 2 5 [ : : ? " " T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . R = 2 0 1 # U = 2 6 6 # N A I L E D a , ' i o N ~ i l i ' ~ " ' 1---- 1 ' 4 " 5 ' - - - - - - - - - - - - - - - - 1 DESC. = CJ5D PL T. TYP.-WAVE : .. .. FLORIDA QUALITY TRUSS r""":'.'"'""""~~r·n••""";:;""r'~:;:.-:~-T'"~--"~ L-----~-" ___ ....__;_ _____ i--~--_:::.:_.:..;-.; ______ J IU .: ('1.;4) '175-.1:184 F.· .... X: (954) 97K-R980 Jl20N.W. l61hTERI~ACE I'Ol\IJ'ANO BE.ACH, FL 33064 R = 4 2 9 # U = 3 8 2 # R L = 2 5 2 / - 2 9 # W = 6 " ( R i g i d S u r f a c e ) DESIGN C R I T , . F B C 1 0 H V H Z R E S f T ' P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) 1 1 ( 0 ) ~m~~ ~ f ~ s 1 ( l ! u l l o i ' N " G ' c o M P O N E N T . s ' A F ' E r v ' i ' N ' F o R , ; , ; : - r ; c ; ; ; ; ~ P U B L I S H E o · a · v r P I . ( r R u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPOFIT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHA L L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFOR M A N C E W I T H T P I ; O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFOR M S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FA C E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N V B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 2 5 1 # U = 3 4 # N A I L E D S E Q = 6 0 0 7 6 3 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 1 . 0 0 0 0 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 H S P A C I N G 2 4 . 0 " T Y P E J A C K Job:(13HS138R) SOLANO-MEDITERRANEAN -L O T 3 3 d U P P E R R O O F I C J 3 D T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A :Lt Stub Wedge 2x4 S-P _#3_12A :Lt Level Retu r n 2 x 4 S P _ # 3 _ 1 2 A : 1 7 0 m p h w i n d , 2 1 . 4 1 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . , ; . . . , . , All wind load cases on this truss have a 1.33 dur a t i o n f a c t o r . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . ~3X4 io ~ 1113 X 5 ( G 1 ) R R = 1 1 1 # U = 2 6 5 # N A I L E D 1 2 5 [ ? " I I : : ~ L ? ; 1---- 1 ' 4 " 3 ' - - - - - - - - - i DESC. = CJ30 PLT. TYP.-WAVE -· ~ "'-FLORIDA QUALITY TRUSS c~~~_--: .. -·r·~:·~~---·~-r~~:=.:~ :_--:~~ I"L.L: ('>S-1) 975-3384 FAX: (<J5-I) <J7S-89SO 3120N.W.l6thTERRACE 1'01\ll'ANO llt.:ACH, FL 33064 R = 3 4 4 # U = 5 7 2 # R L = 3 3 0 / - 2 9 # W = 6 " ( R i g i d S u r f a c e ) DESIGN C R I T • F B C 1 0 H V H Z R E S / T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) / 1 ( 0 ) R = 2 2 7 # U = 3 0 # N A I L E D ~1Y.1~ ~ ~ ~ ~ s 1 ( s u i C o i N " G ' c o M P o N i i i . l - T " s A " F E T Y I N F o f i M A " r l o N ~ r u s L i s t i l i i J " 8 ' v ' T P I . ( r r i u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N . P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P i t - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . S E Q = 6 0 0 7 6 4 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 1 . 0 0 0 0 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . 3 D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 R S P A C I N G 2 4 . 0 " T Y P E J A C K Job:(13HS138R) SOLANO-MEDITERRANEAN -L O T 3 3 d U P P E R R O O F I C J 1 D T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x6 SP SS 1 7 0 m p h w i n d , 2 0 . 9 9 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L ~ 5 . 0 p s f , w i n d B C D L ~ 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 :Lt Level Return 2x4 SP _#3_12A: Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s f n o n - c o n c u r r e n t l i v e l o a d . All wind load cases on this truss have a 1.33 dur a t i o n f a c t o r . T r u s s c h e c k e d f o r 2 0 0 # m o v a b l e c o n c e n t r a t e d l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . ~3X4 Co ~ 1 2 = 3 X 4 ( B 1 ) 5 ~ R R = - 5 3 # R w = 1 4 8 # U = 6 1 # N A I L E D T T ! " " ~ l ~ 1 1---- 1 ' 4 " 1 ' - - - - - - ! DESC. = CJ1D PL T. TYP.-WAVE ·~ .. · . ~ " ... ,, FLORIDA QUALITY TRUSS r.~.:=:-~:~=.L~·~r.::·-~-r··-~~·-:::·~, J'(,.) .: ('154) ~75-3384 FAX: (95-1) 978-8980 3 !20 N. W. 16th TERRACE POI'U1ANO HE .. ..\.CH, FL J)()64 R = 3 6 2 # U = 6 9 0 # R L = 2 1 3 / - 2 8 # W = 6 " ( R i g i d S u r f a c e ) R = 1 9 8 / - 1 6 # U = 1 8 # N A I L E D DESIGN C R I T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % Y 1 ( 0 ) ~m~"' ~ ~ ~ S I , 8 u l i : o i N G C O M P O N E N T . S A F E T Y t N F O R M A T t O N ~ P U B L I S H E D B . Y T P , . ( T R U S S . P L A T E I N S T I T U T E . 218 NORT H L E E S T R . . S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N , . ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHA L L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R , P E R A N S I / T P I 1 S E C . 2 . S E Q = 6 0 0 7 6 5 R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 S C A L E = 1 . 0 0 0 0 T C L L 3 0 . 0 p s f R E F T C D L 1 5 . 0 p s f 0 5 - 1 6 - 2 0 1 3 B C D L 1 0 . 0 p s f B C L L O . O p s f C M T O T . L D . 5 5 . 0 p s f 0 / A L E N . D U R . F A C . 1 . 2 5 J O B # : 1 3 H S 1 3 8 R S P A C I N G 2 4 . 0 " T Y P E J A C K · · ~ . : Job:(13HS138R) SOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I C J 1 E T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A Webs 2x6 SP SS -- 1 7 0 m p h w i n d , 2 1 . 9 9 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s i , w i n d B C D L = 5 . 0 p s i . G C p i ( + / - ) = 0 . 1 8 :Lt Level Return 2x4 SP _#3_12A: W i n d l o a d s b a s e d o n M W F R S w i t h a d d i t i o n a l C & C m e m b e r d e s i g n & r e a c t i o n s . Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . B o t t o m c h o r d c h e c k e d f o r 1 0 . 0 0 p s i n o n - c o n c u r r e n t l i v e l o a d . Truss checked for 200# movable concentrated lo a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . DESC.= CJ1E PL T. TYP.-WAVE .. ·-FLORIDA QUALITY TRUSS ~-=~~~~~~.~·~:~~~~~-·~--:~] TEL: ('1S4) 975-3384 FAX: (954) 9711-8980 3120 N. W. 16tli 'fliRRACE I'OMI'ANO IH'ACH, FL :H064 A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . ; . f - - : i : - - j R = - 4 5 # R w = 1 6 # U = 5 6 # N A I L E D 1 2 1 1 1 4 X 5 5 ~ ~ t ; ; l / \ 1 1 1 1 3 X 6 I I I I ~ / \ 1 1 : : o f : ; : l 1 ' 4 - 3 / 4 " - - - + - 1 1 - 1 / 4 " - - - - - - 1 I ~ ~ ' f ' l ~ 1 R = 3 2 1 # U = 3 6 3 # R L = 2 1 7 / - 2 9 # W = 5 - 1 / 4 " ( R i g i d S u r f a c e ) ' ~ N R = 2 0 4 / - 2 # U = 1 3 1 # N A I L E D DESIGN CR I T • F B C l O H V H Z R E S f T P I - 2 0 0 7 F T / R T • Z 0 % ( 0 % ) / 1 ( 0 ) ~m~~~ ~ ~ s 1 ( l l u i L o i N ' G ' c o M P O N E N T . s ' A F " e r Y ' I i . J ' F c i i : i M A T ' I ' o N ' l . P U B L I S H E o s . v r P I . ( T R u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . . S U I T E 3 1 2 . A L E X A N D R I A , V A 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N . W I 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED . T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC .• SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G . S H I P P I N G . I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C . B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W . H I S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W . K I H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D . U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N . P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L 3 0 . 0 p s f T C D L 1 5 . 0 p s f B C D L 1 0 . 0 p s f B C L L O . O p s f T O T . L D . 5 5 . 0 p s f D U R . F A C . 1 . 2 5 S P A C I N G 2 4 . 0 " , . . / ; r " " ' - ~ , S E Q = 6 0 0 7 6 6 S C A L E = 1 . 0 0 0 0 R E F 0 5 - 1 6 - 2 0 1 3 C M 0 / A L E N . 1 1 0 4 J O B # : 1 3 H S 1 3 8 F : T Y P E J A C K Job:(13HS138R) SOLANO-MEDITERRANEAN -L O T 3 3 d U P P E R R O O F I H J 7 D T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP #1 Dense Bol chord 2x4 SP #2 N 12A Webs 2x4 SP #3 -12A 1 7 0 m p h w i n d , 2 2 . 2 3 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L ; 5 . 0 p s i , w i n d B C D L ; 5 . 0 p s i . G C p i ( + / - ) ; 0 . 1 8 :Lt Stub Wedge 2x4 SP _#3_12A :Lt Level Retu r n 2 x 4 S P _ # 3 _ 1 2 A : W i n d l o a d s a n d r e a c t i o n s b a s e d o n M W F R S . H i p j a c k s u p p o r t s 7 - 0 - 0 s e t b a c k j a c k s w i t h n o w e b s . Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . All wind load cases on this truss have a 1.33 dur a t i o n f a c t o r . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . 1 - - - - - - - - 5 ' 1 - 1 / 4 " - - - - - ~ R = 4 2 1 # U = 2 9 5 # N A I L E D I I 5 ! ( o ~ " " - c D ~ ~ C ' v l ' { si·~ · - - · · = __L ~ 1 1 1--1'10-5 / 8 " - r - ~ - - - - - - - - - - - - 9 ' 1 0 - 1 / 1 6 " - - - - - - - - - - - - - - - 1 R = 6 0 4 # U = 3 0 8 # W = 7 - 3 / 4 " (R i g i d S u r f a c e ) R = 4 3 3 # U = 1 3 0 # N A I L E D DESC. = HJ7D PLT. TYP.-WAVE ·.,, ~ .. :... -~~-~---· ':..,. FLORIDA ~ 91:!:ALITY TRUSS fEl..: ('J54) 975-3.~84 FA X: (954) 97H-R980 3 !20 N. W, 16th TI'RitACI:: I'()Ml'ANO !lEA(;H, Fl.. 33()64 DESIGN C R I T • F B C 1 0 H V H Z R E S f T P I - 2 0 0 7 F T / R T • 2 0 % ( 0 % ) / 1 ( 0 ) ~m~~~ ~ ~ s 1 ( s u i l o r N ~ G ' c o M P O N E N T . s A F E T Y l N F o R M A T i o N i : P U B L i s H e o " E i ' v ' T P ' i . ( r R u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . . S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN, MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATE D , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERL Y A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T ' ' F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N ; A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N , P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTI O N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I I T P I 1 S E C . 2 . R E V . 1 2 . 0 3 . 0 1 . 0 1 0 3 . 1 1 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . 3 0 . 0 p s f 1 5 . 0 p s f 1 0 . 0 p s f O . O p s f 5 5 . 0 p s f 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 0 0 7 6 7 S C A L E = 0 . 5 0 0 0 R E F D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . 9 1 0 0 1 J O B # : 1 3 H S 1 3 8 R T Y P E H I P J A C K Job:(13HS138R) BOLANO-MEDITERRANEAN -LO T 3 3 d U P P E R R O O F I H J S D T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP SS Bot chord 2x4 SP #2 N 12A :Lt Stub Wedge 2x4 S-P _#3_ 12A :Lt Level Retu r n 2 x 4 S P _ # 3 _ 1 2 A : 1 7 0 m p h w i n d , 2 1 . 8 2 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = S . O p s i , w i n d B C D L = S . O p s i . G C p i ( + / - ) = 0 . 1 8 W i n d l o a d s a n d r e a c t i o n s b a s e d o n M W F R S . Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 1 5 1 2 0 1 2 b y A L S C . L e f t c a n t i l e v e r i s e x p o s e d t o w i n d The following trusses need concentrated loads at t h e e n d o f t h e i r o v e r h a n g s : 3 - 0 - 0 s p a n / s e t b a c k m e m b e r o n t h e 0 - 4 - 0 c a n t side requires 46 lbs and the 3-0-0 span/setback m e m b e r o n t h e 0 - 4 - 0 c a n t s i d e r e q u i r e s 4 6 l b s . S u b - f a s c i a b e a m a s s u m p t i o n s : 4 - 4 - 0 s u b - f a s c i a b e a m o n t h e 0 - 4 - 0 c a n t i l e v e r s i d e . 4 4 - 0 s u b - f a s c i a b e a m o n t h e 0 - 4 - 0 c a n t i l e v e r s i d e . Hipjack supports 5-0-0 setback jacks with 0-4-0 c a n t i l e v e r o n e f a c e ; 0 - 4 - 0 c a n t i l e v e r o p p o s i t e f a c e . Truss checked for 200# movable concentrated l o a d a l o n g B o t t o m C h o r d , n o n c o n c u r r e n t w i t h d e s i g n g r a v i t y l o a d s . D e f l e c t i o n m e e t s L / 3 6 0 l i v e a n d L / 2 4 0 t o t a l l o a d . C r e e p i n c r e a s e f a c t o r t o r d e a d l o a d i s 1 . 5 0 . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . T=2X4(R) 00 _lT 6-114" l_ 1 1 1 4 X 5 ( G 1 ) f - - ~ - - 1 1 2 3 . 5 4 c : : : : = ' " " R = 2 7 3 # U = 1 9 2 # N A I L E D I I ~ . - < D " ' ~ ' - C X l ~ N " " ; " 1 I f----1 ' 1 0 - 5 / 8 " . . , . . . , _ _ _ _ _ _ _ _ _ _ _ _ _ _ 7 ' 0 - 1 / 8 " - - - - - - - - - - - - - - - j DESC. = HJ5D PLT. TYP.-WAVE ·-_ ' FLORIDA QUALITY TRUSS [~~.-~~=~=~~~~L~.~==-=-~;,.1 IU .: ('15-4) 975-JJ84 FA X: (954) 978-8980 JJ2ll:-;.w.l6thTJ£RitACL 1'01\ll'ANO IlEAC!!, FL J.JOM R = 5 0 8 # U = 2 2 1 # W = 4 - 1 / 4 " ( R i g i d S u r f a c e ) DESIGN CR I T • F B C 1 0 H V H Z R E S r f P I - 2 0 0 7 F T / R T , . 2 0 % ( 0 % ) 1 1 ( 0 ) ~m~~~ ~ · ~ s l ( a u i l i l i N G ' C O M P O N E N T . s A " F " i i r v i N F O R M A T i o N l . ' P U B L I S H E o s ' v r P I . ( r R u s s · P L A T E I N S T I T U T E . 218 NORT H L E E S T R . , S U I T E 3 1 2 , A L E X A N D R I A , V A . 2 2 3 1 4 ) A N D W T C A ( W O O D T R U S S C O U N C I L O F A M E R I C A , 6 3 0 0 E N T E R P R I S E LN. MADIS O N , W l 5 3 7 1 9 ) F O R S A F E T Y P R A C T I C E S P R I O R T O P E R F O R M I N G T H E S E F U N C T I O N S . U N L E S S O T H E R W I S E INDICATED , T O P C H O R D S H A L L H A V E P R O P E R L Y A T T A C H E D S T R U C T U R A L P A N E L S A N D B O T T O M C H O R D S H A L L H A V E A PROPERLY A T T A C H E D R I G I D C E I L I N G . "IMPORT A N T " F U R N I S H C O P Y O F T H I S D E S I G N T O I N S T A L L A T I O N C O N T R A C T O R . A L P I N E E N G I N E E R E D P R O D U C T S , INC., SHAL L N O T B E R E S P O N S I B L E F O R A N Y D E V I A T I O N F R O M T H I S D E S I G N : A N Y F A I L U R E T O B U I L D T H E T R U S S I N CONFORM A N C E W I T H T P I : O R F A B R I C A T I N G , H A N D L I N G , S H I P P I N G , I N S T A L L I N G & B R A C I N G O F T R U S S E S . D E S I G N CONFORM S W I T H A P P L I C A B L E P R O V I S I O N S O F N O S ( N A T I O N A L D E S I G N S P E C , B Y A F & P A ) A N D T P I . A L P I N E C O N N E C T O R PLATES A R E M A D E O F 2 0 / 1 8 / 1 6 G A ( W , H / S S / K ) A S T M A 6 5 3 G R A D E 4 0 / 6 0 ( W , K / H , S S ) G A L V . S T E E L . A P P L Y P L A T E S T O EACH FAC E O F T R U S S A N D , U N L E S S O T H E R W I S E L O C A T E D O N T H I S D E S I G N . P O S I T I O N P E R D R A W I N G S 1 6 0 A - Z . A N Y INSPECTIO N O F P L A T E S F O L L O W E D B Y ( I ) S H A L L B E P E R A N N E X A 3 O F T P I 1 - 2 0 0 2 S E C . 3 . A S E A L O N T H I S DRAWING I N D I C A T E S A C C E P T A N C E O F P R O F E S S I O N A L E N G I N E E R I N G R E S P O N S I B I L I T Y S O L E L Y F O R T H E T R U S S C O M P O N E N T DESIGN S H O W N . T H E S U I T A B I L I T Y A N D U S E O F T H I S C O M P O N E N T F O R A N Y B U I L D I N G I S T H E R E S P O N S I B I L I T Y O F T H E BUILDING D E S I G N E R . P E R A N S I / T P I 1 S E C . 2 . R = 2 5 3 # N A I L E D R E V . 1 2 . 0 3 . 0 3 . 0 2 2 5 . 1 5 T C L L T C D L B C D L B C L L T O T . L D . D U R . F A C . 3 0 . 0 p s f 1 5 . 0 p s f 1 0 . 0 p s f O . O p s f 5 5 . 0 p s f 1 . 2 5 S P A C I N G 2 4 . 0 " S E Q = 6 1 0 7 5 7 S C A L E = 0 . 7 5 0 0 R E F D A T E 0 5 - 1 6 - 2 0 1 3 D R W G C M 0 / A L E N . 7 0 0 0 2 J O B # : 1 3 H S 1 3 8 R T Y P E H I P J A C K Job:(13HS138R) SOLANO-MEDITERRANEAN -L O T 3 3 d U P P E R R O O F I H J 3 6 T H I S D W G . P R E P A R E D B Y T H E A L P I N E J O B D E S I G N E R P R O G R A M F R O M T R U S S M F R ' S L A Y O U T Top chord 2x4 SP _#2_N_12A Bot chord 2x4 SP #2 N 12A :Lt Stub Wedge 2x4 S-P _#3_12A::Lt Level Retu r n 2 x 4 S P _ # 3 _ 1 2 A : 1 7 0 m p h w i n d , 2 1 . 5 0 f t m e a n h g t , A S C E 7 - 1 0 , C L O S E D b l d g , L o c a t e d a n y w h e r e i n r o o f , R I S K C A T I I , E X P C , w i n d T C D L = 5 . 0 p s f , w i n d B C D L = 5 . 0 p s f . G C p i ( + / - ) = 0 . 1 8 Lumber grades designated with "12A" use desig n v a l u e s a p p r o v e d 1 / 5 / 2 0 1 2 b y A L S C . Deflection meets L/360 live and L/240 total load. C r e e p i n c r e a s e f a c t o r f o r d e a d l o a d i s 1 . 5 0 . W i n d l o a d s a n d r e a c t i o n s b a s e d o n M W F R S . H i p j a c k s u p p o r t s 3 - 6 - 0 s e t b a c k j a c k s w i t h n o w e b s . A l l w i n d l o a d c a s e s o n t h i s t r u s s h a v e a 1 . 3 3 d u r a t i o n f a c t o r . R = 1 4 5 # U = 1 0 0 # N A I L E D T=2X4(R) 00 ~t 1 1 1 3 X 5 ( G 1 ) 1 2 3 . 5 4 ~ ~ ~ ~ l ' : ' ! ' ~ N 1 1------1 ' 1 0 - 5 / 8 " 4 ' 1 0 - 5 / 8 " - - - - - - - - - - - - - - - 1 DESC. = HJ36 PLT. TYP.-WAVE FLORJDA QUALITY TRUSS L~ .. ·-~:-:--~,,.,.. ~--~-·-::~,~ .. ·/1 l'.l!.L: ('~$4) 97.>-.3.184 FAX: (954) 978-S9RO 3120N.W. l6ehTERRACE 1'01\U'ANO BEACH, Fl. .B064 R = 2 4 4 # U = 1 2 3 # W = ? - 3 / 4 " ( R i g i d S u r f