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2013040227-Plans (2)
0 11J (f) LL w 0 -J LU 11.1 0 0 LIJ > -J LU 0> LU LU 0 o Ln F- LU LU Lu Lu ▪ CX: >- >-- LLI < CZ o LLJ 1(5 0 LLJ LJJ 0 (X) 0 LU LL 0 0 (I) 0 0 Lit LU 2. 0 r2C CL LU >- cci LLJ 0 LU CZ L -D (1-) 1SED BY OR D LU 0 - J CZ 0 1.1.1 -J (1) 1.11 CZ CID 11.1 (11 c2G 0 27 0 (1) vi LU cn UJ LU (f) -ILLI Ln CC CC1 LLJ LU 11) (J z: LLJ CD Lu F- .-. 0 Lu 3: 0 -J _J < (n 0 I— CZ LL e5 Lr) Ln 0 2_•• 0 I.-- 2: LLJ < < rLT) Ln LIJ Lu z L/J LIJ LIT! -2.7, (9 (...) I-. 1.11 1-.-1 < LU LO , ( ) • LLI >-• 0 n.) 0 1- cfc 0 rmLYcO 1 LLJ tr. !Li u.) LU (-) LL. LL ( Restklentlill 2010 tul 1IR0iI0 RIL-J0)l,LI st,inrkrids 1001: Roof I i ps.1 1')cid 1 UI ,,,,,,, „ 25 )),I ler tile roof: l{oor 1 )e31 I odd 11) psi: tor tile rool: h er-hoth I ,t )(,)1 1 lour 1.1\ el bloor !kirk] 1.o.u1 25 psi \\ IND \\ Speed Nutt) 1731 mph \ posure ,,,,,. Risk 1..r1o32ol 11 Huddling 1)12e. ..... „ „ 1 lir:loser{ rual Pressure Coen:ft:R.111 ( OIL 1 .... psf (\14: \\-,t11 \Veig.111: 30 psi 1 3 1 1 1,.._1) I NC )..IJIN11-:N : 1 i 16)01- 1 . . e1gincelei1,Aeod r4inl irtissss Slime1 lippo1. (1,1),1crl features 5• 12 2) \\'Al IS 1 sterik)r emu, riOnd, rt_mtik)it.:erl IrIr slyly \\ r)erl \\.;111 2\0 intn.) i 1(- 1).(' Or ;skAsi.,11i.1 3) IL( )1)1. out! IlrtItisses 4) 1:111 001 .... „ 4- coim. . Wit roo :,.11:()1N1):\ 11( )N 1 111:1 1." s1:11:t ...... iiit)nornble \\ 1132 Masonry Slender Wall „ .„ • 0,3s, (14.400 ,es 3,400 Lue-130,3:ons Used , '2010 1E00 0 /1200 /310 f0103,01-21 If 1+.313'n313321 ,0.00,010,010,N fiO3 Tn„f, 1 50 1. 3) f c71 0 '1411 • k. 4,4 P3,74r. .1" .1 1 c • r. 31.1);f2.,..„3, 01 ;r.. 1.10r '0:22 53120233 f: .13x 031 - 01121) 11130311232..23y 12,133.13.2,'33):3 11,3033 )1033,31-1 5511;.)f ,-)03.3+3 1i1,00-4 00000 1'41)0;00)01y 01,12,111211-OO1110-1,..N • 12.134: 03v)13 11237,,,1 N•dff )c'f +1.103.3•33. 1-'33:331 ',1»3111Cd11_005 00:11,0311,h 0-111.033s . • , ;, 1333.33.:i 3 331 /3,,t1:02 13 13) 1) 1 0 110 3, f) 13,.3): f1,1123,33,2,11":f 33-33 ,/ f.;),, 3,333;10;33,3132.11.333 ; I311 -1 "I ,-`,1•01,1-0 o1,10 1, ,11`,000-101 rt 1 1 , „ 1 7 1 - 4: 413,4,3 II 1747 .31 71 1.1 3,34,1 11 'kr.1 1 21') 141; k 9 032,3 . 3-3,031 D:33,21 :;,.1Icv 33 I f-fl,3,)VV1 01333)1-3 \V1\1.11)1:1I(iN 11,711()1‹ I: (i 1 ) 1110 111:10 rranimg ooII height is 111' 2) ( irt ity Irrad from 1r:ruling is Ilk 10--- I 011 plr .3) Gm ity roull 11i)or :1,8,\ 011/2 841) r 10» 840 9.40p132 roolin,gs, thc 2,1102.5111)' 5000 041) OK 1 ("4..\ 117 -wall 1 1 11111X 0001132132rot. Nt:111 -1(:) psr 211110 ruas (:N11.1 \vall height ioI )r011" 3) (.O \ ity Todd 32oo )1um- is 21' 05.'2 70111211 4) lirw,itylo,1(1 12,11) roais 45N-5.5,2 :123S pH' sett oS roko oo32h grrinting,:o. is 1K. 111L. ('MU \\ to resist the dsion 11\ e and 10,0. OK. , 2 ( NIll \v,111 I ) 1 he ma \ 002231 'odd 0\\,111 is 40 psi 2)111‘.' 'mt.\ ill' height is 111-0- Ilrtor :a. 2" Iloor 3) (;1l\l) 10,131 O'011 1001 -4.5.05,:2 1238 HI l.:0‘0105 'eb-x- ill) grouting, T 0.C.. is OK. is .1.111ici.n11 10 1.10N St lo 101332I1 Iio lo,td„ind oiiil 1od. OK. 1('MI(f„111 1) 111,: in.K ind \\ 1,,16p01' 2)1 he phi \ (M1i o,llI1104th) 11; Iluor ) (11",1 \ ty 10,1(.1 front Floor is 2S32\00:2 -S111 pH' (iiavity 1od Irom roolis 14'855-2,-385 p11' \\ ith grout -4' O.('. is ()K. ) he (:NII; \o,111 is su)lieieni to resist the design' \ 10.;014 ,1:1(11o.1,3. OK. )LNI),1 1(.)N ANI) (.11'1„11-T )AD 1()()1- TIMSSLS \ I.R1( )R VT( 13ir 2titoiry 1) I he nil (All' \\ ,111 height lo 0' 2) (32;1\i\h-oin ( N131 \\ all is 10 000 pll' 3) (11-,1% ity lo:dr1 Iroin floor is 24r \of; 2 70i) plf 3) (,,,oy 10:1L1 rront rout' is 45-N55 2 1 2.30011 0 01)7001'30 20101)11' 22-0- monolithic the load How-ing L.;1 ly 2. \ 2.50R\o,71-3550 2S18 OK 11. I.X.11100k, 1'1( i fur 2 S14.1.), 1 1 1.1)e no \\ is 1))' 2) (ir,t‘i)y 1o:irl from ('\114 \\-a11 is I l)s.10 0)0) 31( ita ily loro.1 lion) floor is .21•1' \(10-2-841) p)( 4) (ird\ i)y 32o:R1 Irl1rn 11,?0 14' \ 55-2. -385 p11 (1 03)1), 0101305 - )0251111. se 2'-1)- nionolitIne l'ootiligs, the 1o,11be,ring is. 2.0 N25000,71 3350 2025 OK Masonry Slender Wall , 1302.012 '01, -OAR( Results reported tor "Strip VVicith" of 12.0 in Gf3).0303191.3,3311-0-tirx,,,..,01 03 '..7:d',/,',..1,-... 1 3 1,' ,_,:' u. , 2 124:,3, 6 f,.,[ ,e....k M0w.,,mirci Ber,12n9 5:.,4130 Ri.Atio . i 0 .1130.4V+./ (`00.; 3.,),., 1 011 -1: ; 0 . , ‘4',404,:f1011,-20.:3311;30.1 122) 11.0 11313 211 1)124 D 4- 1_ + 'Ai 1,131 [303.31,of: 0 14111 3: ; ; - ; 113.31)-31 Ch3:31, 12.fx P3 flf) 13-1 0122 03: +1 21..}0 1-11:1err+0 303 13.3,233-, (30-120/) 1,33:1)333)3•3311,33--+„1-. 0, :333 It; )033 0 501e9.4 , 1" • 2. 1.13.13.331 1(101 P11 („773k I .3131,D M,IX10-0,011F0,-,,,,,0 , 0;, 110(10.:;(11a1 411F -103c1.23-1 1-11(.2.3•313 12314,3 s 0.6610 PLI '133: ,)33.4-1323:0 1,13y. Defi c4.), • ff,, As301,1 ' 3313,31.,31 031115 +11 1,1333:3.) 1311,10 r,0 Lod Co,,;'-; 3:10.1 Culy 0+31+22 L. +13 1 '41(9 3 14:$0,0 0 :.Jo 0 134') 01,11 3. 7 0,1:1/) k 2 21121) 1.1-391.4.1t,1301315111(1+3113311)11(frlti -1.100301115 P3,000 ),3:3:333301-ffees- 310 ' 0,1 00,'2'-:'l"1 1,)'- 1.14 1",, 1-'1,1 Uri A2--, 0,10 1;''...0 01.14 31,7 11'314 1 ,:1? «'03 1'. '4.4 i 1 414 c,,I,,,,:k '",40 213 174 12,3 •11121: 1 1 3;4 (' kk 11,1' ri 010.0 4 11 0.1 10 02,.,' 0 00 0 0) 2/0, 212 1 ,- 01 11e- 11)24 1.1.1 11,3 100 01213 '104 13, 143:1 1141 11:4 1. ',11 3121 0104 11:03 '1, 3.333 /4) 1 ,/ 1 ,,,, 010O1-1, , 1.0 1 l °J 1144 044 '/1 1 ,•,1 1144 1,11'3 10 1,,,c,k, 1401 3 .,b 41.341 1 1 6 314111 07 2)2/4 •k1 3 113.-, 41 1012 P: '.., ', '., ,,( '41i '.-prt',' 44 111 222 210 ''.) 1 ,'IS :j 1144 044 :1•,11, 3, 73, : 3 1.',:.:1,11 : 1711 0 1241 C0rd-kw„itt:71.13 D3111.33,t101, 313k411 7741 M,,m'+l 151,411,ktrk, 1),33.3-10 •) 7',, 12,,1t112 9»001, 1 r [,10-001 l071 20111 H,711.7 44 ..111 7143 ..11',(') 4:3 : :1<..: .1'31 'I, /2,12 .122, 1, . i. k 31 , 173 01 3.'3 7 3 43 1220 Pi 4.4 113; .j.: .1: «11.12 .141,: 3121 01 "1 , -. 4,' 3 ,0 1; • , C., 3,33 11,35 1714 3,51 211 '1, /2,2 4::.f.2 ,12,-4 0 0 - , • ', , 1. • .1. -.1 5 7 ,,-; ,-;,:,,, 141 ,14) 22' 113 24 11 2:130' 733 141,5 f.. :1,14 1 7 - 4 IN 01 02- 13 3431 311) 1.4 0 • .' 1 ,0 ,."1-,E 0 1,2/ !r, 1,13 1 14,1 , 44 4 31, 331 13 kJ Ci' 11.1 730 11,4o1 7 11771, ,: V ,-.717. :71 313, Ht7rN7.711,71 . 177.17 11. nc;334,43.41 1.43,c, ihr13.74,131 07p Hu,i3or7131 '3'0,03,11 o, 03.311133,,,, J-1-85 '1-1)01. Coltunnf x3;11 Co.tuty 12 (12001)0: 1?!. Po't Fo"ting 310 ily 3d 11209 (112o9:25q.111)"(L2):: 2.1 2 -> 1200 4°x4OK 1,,,))1ill 100,1: .-15(19 11)s. :mil use Simpson 111/111 73-1511)s) ,t1 1.132,. Jild 141 Simpson 1ITS-21)(capacity 50)10 11)s) 'a, truss hem lug, • 3 1=2"x 3 Tube Steel ( oltunn Sled Colurin Iro,)ting : (1,0ity 10,)32 13360 Ihs (1.1360'250001,11 2,31 )'x-4' 1:1(3, OK. 1:1:11111 load: 537511)5.14) SimPson 1110-2110:Jpailty 5000 lh0j 11 truss hew mg. • 3 1 27 5 ' :71'01 ood Pol 100110g : i1)0 tv load - 5375 lb:, )5375-250(Y)1-1) 1.47 2.5'N2.5" 321:(i. OK 'I- 3:132323 1),!: 102.6 Iho, (3) Simp,on II 1 S-2)1(cdpi1eity -1350 lbs) :q! truss bodring.. L F-4.0 l' , 1 IITA 1 int R1 fir I i CD kk) Lk_ -02 2X4 STUD (4) 12" O.C. --- (4) STUDS PACK— EXTERIOR FTG A r' CMU WALL? Dom iN1 WFC- 2 0 ck 2X6 WOOD BEARING WALL 001 -11 +3-4 W ;Imam © 1,16" .. - 11----11 r-- c04 FC-- 2.0 !NI WrC-1.33A TUBE STEEL COMM - WF -1.33A F -2.0A' \ \ S.0 \ WF -2.(1 r F --3.0A DIII,,,0-h000:71771a10,1r1T0011-11TNT:171,0 WO ---1 33A r< 0 (kki 1 14 - In? 18 11 1' • • _ 1•111 U1' WI:- 2.0 wr-- 2.0 'D.111 1 Ii\ITERIOR FTG 1.1 IMF TiN CMU WALL 1 EXTERIOR FTG c- o cD 1 cal jLiT fir • Nr. LU -0 1111 -0101-,1 Ihq1111!-10.N1,11-10111E, 01,1111S o0 -1,N min TNE '0'1 -.,,ENE Bui,r00,0 ,,,E .1,1111-1C1 C4101,12,1101,11;11(7.010N 131100N 03-18-13 Sang-Yub Lee P E. Florida No 72328 III c.f.) 12/3 U cr) 0 Z 3201 <1 00/3 a, PM WI C.:10 0 0 z 0 10 0 1,4 00 DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X1'? 1/2 NOTED SCALE SHEET DATE 03-15-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION BEARING WALL CALC. PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK 33D -FBI NUMBER 9033 MODEL BOLANO ELEVATION NAME MEDITERRANEAN SHEET NUMBER SERIAL NUMBER 1010.0 u_ a 0 - „ cn 0 LU 0 u_ LU CL 0 UJ LU LU 0 LLJ LU 1 - UJ LU cf UJ >-- LU C2) ILI a: (.9 >- 0 UL 0 w 0 CO ._J 0 IJ - 0 1 -- UJ CL 0 a". a_ LLJ 0 CO 0 LLI Z. 0 LU cx IRITTEN PER VITHOUT THE LL1 LU 0 cn F- FOR ANY PURPOSE WH 1-- 0 ce c. 0 0 Li - 2: 0 (.1) CL >- 0 1-- 0 UJ 0 _J (-) (.1) SED BY OR D LU CC/ ._J <1: (I) UJ 0 ca -J _J 0 0 2: OCI 0 LLI Fr - 0 U) 0 0 (-) 0 UJ 0 _J r.Z 0 U_ UJ Lfl 0 U) LU ce UJ CI] o UJ _J (r) (f) 0 cZ 0 0 UJ 0 _J (-) on 2f LU UJ 71: >- CC) LLI 0> 11J UJ w UJ cr CL UJ CY: 0 UJ F-- 17_, LLJ 0 w UJ 0 Cris UJ 0 D LO 0 UJ 0 (-) UJ UJ (-) UJ 0 UJ (-3 LI) CL LU (1) ce 0 UJ w UJ 1- 0 ) 2: U) LIJ 0 V). UJ 0 UJ F- 2: 0 i•kr.1 (.3 UJ 2: 2: 0 (-) 0 J: (f), U) 0 0 0 CO 0 1-4 LU (21 LLJ 3: 0 LL. 0 <IC 0 0 LLJ 0 LLJ CIO Cf) :17) LU LE: LL 0 (2) 2L1APSSI1N LOIL$ ED2221 W/ I Cd NAILS 10 (324028 406 /-," SUS SCH Ws 10 TLIEDEP. CJAPSON SP66's AND Al f 21 LL HEIGH 6" 0/2. SI 1260. 0/ 101 x 10 003320 '12:y OLE TIRE ILEA' 8 [0 JACK STUDS \'')// (8) 1 TA2 4 4 LACP _L01 NA1LE 10 JACK SINE W/ ( 102 x U00 COMMON NAII S. SIMPSON 0P216's 0; 16" ENT.R( :II). '0// 102 X 1F2" NMI N. 1. ALL 111 HL._ [0 01 A.36 2. ALL 1..ILH1HON[Y:,-, 62 /0/2 5 ALL VI/LLD-) [0 HE CONT N1100S 4. PA NI 1N/ A PAN LAV NC A 95'-:/11:, / 5. ALL I-10LP,-) 6. DI:_`:,1(.1N 10 01 [0H ,?[-3 x HH1_10 c_ENIL,Ii triuN u - H 01/ 66(1)01.0 H03-13 (EU2A4 UN 0 HOVI[)2[1.), NoOl E/ 11-1" LNG NL1 2 („E0 NI- V /. 1101 [H S 33 MAN 01 ANY 1)3/ 01 10 .1 sc7A1.E7727 T1- ) EACH EN0. f- LAT STRAPS 80 SHOWN 1- OH (1.010I1 E - BUT ARE REQUIRED. 20 )VIDE (4) JACK STINTS BIENLA1H HEADER AND 1 FULL HEIGHT SAD, - NAHA 0 IC/GE:HER W/ 162 COMMON NAD S, 2 ROWS, 8" 0/2. 0/103 ( .WE LIN 6" [111.[I WO (1 6.1311 "5121) DE- L (-E) SC/AI 1: N.T.S. 11 SIMPE2 1-16)21 1--- 0DS2.6 HoL [DAN x 12" 4.307 'IHREADED 800 SECURE) CONC. W/ 2 PART EPDXY 8" MIN. LM01- 2213). SILL LIKED TO 5 UDE) 0/ '132 01) N'0 2 100 Y REW. 10 IAL OF .30 SCREWV '0/ (1) [ 1' E L:11.01./.11/41 86 00100 0002) MASONRY BEGINS AGAIN AT END OF WAL L CURVE HACK BOND MASONRY EIRMITILD ONLY Al CURVED WALLS. PROVIDE 1 HI 2 HEAD AND 61-0 moRrAR JOINTS BEND F-IORI/ONTAL JOINT REINF, 208 ALKiNMENIk W/ WALL CURVE. 013 L01DT 24,5 :-_,HL21_. AS INDIOAILD AND 1._\/LRY 0IHIR ALONG IrkEIDE. FACE, VI 81 :CAL STEEL NOT SHOWN (08 CLARITY. SEE PLAN FOR SIZE AND LOCATION ALI_ CELLO 201.1.0 ()ROW ED AI AREAS OE STACK 8001) MASONRY 0 0 C`..1 0 - AlikR TYPE-. HORIZONTAL I PFINF. 00T AS SHOWN ( '-:,11„ /1\.111k1 1 -1,,(:)1: -.,fl -InLi 1/1_11S, 1/11 ,IRNH11 30q- l'. 1 SCALE: 1" = 1 '--.3" DU RADE 8 OR DURADEK UL 1 RA TIL DEK WATERPROOFING SYSTEM. 20 EEC. H:. ,V/ H. L MN -ADMEN TO 832 '0 12" 0.0. EDGE OF DECK FL: 10'--10" '.0 832 aka - 05 BEAM TT: 8' -8" 0 0 --- H01 DL(01)D • (3)1-2 10 LINI1 If: 8' -0" a 8" to 6" (2)08 IAPERFD 2206. DECK. W/ #5's 10 12" 0/6, RIO, REAL AND 35's 4 12" 0/C TITMP. PEONE. -.5,000 PST 6" ELJALP MAX. Cli-1:: _ 1Y). L A (1,) (' 0',.'' : (' ) ( 1 2 I :-.- ' ' ' 16A,E: 3/4" = -0" i i 0 102 OF CUKH EL: 11' -4" 22 SEE 52141)11) bt.f I( S Wirt, rlIE APPL E t i:EC1 h IL Of. Li',11'(:‘,11UN RLOW. 181:1 Sang-Yubl,(,:e P.E. Florida No. 72328 Con 0 oi PL; 0 60 00 C4). ;r< f' I C., (f) 0 Dr) • DRAWN BY 1HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X1 1/2 NOTED SCALE SHEET DATE 03-15-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF CC-VONOGRAV BROWARD COUNTY LOT/BLOCK 33D IBI NUMBER 9033 MODEL BOLANO ELEVATION NAME MEDITERRANEA SHEET NUMBER 55.08 _I SERIAL NUMBER 1010.0 0 LU 11) Ce 0 LL 0 LI_I CA - 0 LU > = LLJ 0 0IJJ > O LU 0 LU I— < LU Ce LU CC LU 1,,U LLJ Li_ 0 0 Cl) LI) CC LLJ CL LJJ OLL BROTHERS (Y. 0 LLJ < 7E 0 LU = 0 C.0 U -I >0 U -I 11)0 0 LLJ cn 0 Cf) >- ILI 0 CI LL _J _J 0 LL 0 U.J _J CO LU 0 W cr (,,,) < 0 0 0 (1) LLJ < CC LU Ca 2:• 0 (i) 0 ce LU CC 1- 0 ("Y _J 0 LL_ 0 >0 - 0 U_1 (1) _1 ORS SHALL VER (A 0 (9 cr.*: 00 uJ (.1) LLJco 0s cn 0 < - LU ▪ 2LJ ,17 CI) (fl 111 0 =(-1) 1--L1 0 - LLJ 0 < LLJ 0 LU > I-- < :U a ILI (.9 (f) LLI - < Ll_l fa_ c\.1 r.^) 1-1 Cc) E r 0 (NI LU -r- cu (SF - 1 ---1 (/).- LLJ FCCI:)- o 0 UJ 0 I__ ce LLJ cnLU LU —J 1— 0 (-) I-- 0 Cflcxi 0 161 00 JWX8 MAYI HI USED 10 LEVU ARD PLUMB (.01_ SI110S DO V1)11 NEED TO BE REMMD. GROUT SUADI HT 6LAX LD UNDER PLA1E, D55.6 RE( I 1)S 101141 FILI AND 11 VEL 0/ :6 05 GROW CY4 — -Yr) "•••••• • I Til="r•• 'TIFF ==-'4- ) .,t-14_1 Or) =1 II I •'--- I •----' o 6 I: 1 -;):1'11) rr 'L,) = ° I I .._. •- - '(••••• Illk=1:-:111H=1I11=9H111 1171, 11- IA( SCALE: .3/4 1-0 STEEI 6,01. LIT_ S(1144.)1,1_1: FOR DEJA1L', (7) umr_Rs W.0.M o1 FLAN I GR (Aim) APIA FON HILT I 66 00 1117 - Ti - I ••••= ,11- FrI ,,11111 ! • A! H 777. 7-7, 7 I -•7•77_-z 7 SEE (311)414111._E 100 WA), BAR SF/F AND BAR QUANTITY 1 ALI s1611 0) 1 5 A!.,6 E-)L01L) .1 411 LI FEC1RODES 10 BE 70X7 S. Al_l_ WELDS 10 BE 76)1 0371)0. A. 05 00 10 BE PERFORMED BY AWS CERTIFIED WELDERS. 0. PAiN 1 W/ A PAINT HAViN0 A 954 7:10D, OXIDE 000TFVE. 1, ALL HALLS 10 01 14: FOR )4 x 6" HILTI KWI6 1116> 001111-/ THIS ENCNEFR OF ANY DISCI -01 HAI:KIES 1 I - SCALE: 1'I-00 - A=‘,N)--; 021 C▪ "J ( 8" r[ I')/''!" 'Cc TUBE 0) 03) GAIL NAIL (7) 1:11)1±;()N STUDS 0 10x 10R/)2" BASE 111 01 L 770 ON 1_ 1 AA 0 10" 1 I: (rS' 1.(„).A. 8' 0" B.u. P). H --- .30 " I vtif'\\ h SCALE:: 1/2" 1A-0" HA 1 ! I SCALE: 3/4" = 11-0" 4X4 110ST Al TAC1160 10 LINTEL w/(2) CI 041:0N HC,A10 SECURDE) :):,)/ (4) ir x 2 1/2" IAILCODS f (4) 100 X 1 )" UDC NAILS . 1,4 I )oS IL F. 4X1 1:0s1 w/S110PSON ABU -14 SECURED v/ (2) 1/2" DIA. X 6" II1LN BULL ANn (12) 1 Gd 2011 6 TO 20S1 (2) /f) -)Is 10 EACH LAT L0 - A /--;\ A AN, VAI ON IDAH A AN 1 4 I I E1 0, ALL WEI NS TT] 1071 (.LHfINLJ[IIJ AHD 0) 071 TRIDDIT`..; ITT BE 70X0 4. PAINT FINAL ASSEMBLY, PRI IR TALLATIEN W/ FAII\DT HAVING 9`)))D7. LINE LD:IDE CONTENT, PROVIDE -,11 0 HOLE _.); FOR 10d COMMON NAILS ANN (4' (7) 1-.))1 0 %r' 07 6 fi R 0E11 (, , I E ER [1) ANY ID L:CREPANCIF0 I / , 01, 5" o o 0 0 O 0 0 0 I" SCALE: 3/4" = 1A- 0" !r• '7. ••- IOC \ 170 5774 0" PLATE 6" „Ho..0 0 0 0 * f)) ' ' 'JELL SOL KAI 0. \AV )%(:)" 0 HOLES, 1 1/0. I -ON 1071 x COMMON NAILS --_ DECQ1 AHVE CCUMID, NC)g\L- HUJCIURAL 0(0) 5: 1-1/7" ()" 1 1 ( LOW WA 4 0/ DECORAHVE. COLUMN PLAX I D ON TOP, GR0U1 ENDRE SECSDON 0OLI0, SECURE CARDER 10 FACE OT DLAM/COIUMN 0/ SIMPSON M011145/11.2SK1 -- 0/ (') *4" 0 x5" 111114 SCREWS. DL 1 4).) /x -<..) / /)))., 1 I b) SCAI 6: 3/4" - 1'-0" E I 16" E01: SYS EM 42 F LOGR TEDSR) )), "4I EC 7,1 41 71, 4 4, 4'14:44441,7 7,11 1•77 S , L• Lt1 771 03-19-13 Sang•Yeb Lee P.E. Florida No 72328 5 11 1611 I EI)11 Ilt t HUH' (1.1-6/1.0 C431 11EA0 L.L1 /11 DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 03-15-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF & CC-1ONOGRAM BROWARD COUNTY LOT/BLOCK 33D TBI NUMBER 9033 MODEL BOLAW ELEVATION NAME MEDITERRA\ EAN SHEET NUMBER 71 S5.07 SERIAL NUMBER 1010.0 CY) DATE: Monday, March 0 0 (1) UJ0 Ce UJ 0 LL LU 0 _J LIJ LU 0 0 LU 0 UJ UJ F— LLI L 6 LU Ce >cL 0 LU- 0 UJ 0F- cn0 LJ) F— (t) 0 LIJ (I) CL LU 0 fl CC _J UJ 1-F— .7)D 0 c LLJ UJ 0 (-n LU U) 0CL >- 0 LL 0 ce 0 cx_ 0 co 0 LU F- 0 (1) 0 F' cs1 0 0 (i) 0 LU 0 _J Ce 0 LL UJ 0 0 U.) LU LL2 UJ c0 20 0 (f) < LLJ Ce LU < > 0 --I F— ‹r c) D: LLI U) LO cL 0 BY AND THE PROP 0 0 TED OR REPRESENTED BY TH V) LIJ LLJ (1) (-9 U) LLJ .CC LLI 0 _J HALL BE USED BY OR D NGEMENTS 0 0 -.^ 0 0 11- 0 U) 0 1-4 LU 0 LU 4t1- uj 0 LU (3 LLI cr LU _J _J LLJ 0 0 0 2: I_LJ (3 LU 0 Ce Da 0 F- 0 :r (r) 0 0 0 0 0 cr) UJ 17:3' 0 LL 0 >- 0 0 UJ 1IJ 0 LLJ Ca Cf) LLJ LE'LL0 —2x4 @ 24" 0.C. W/ (2) :16d TOE NAILS @ EA END AND EA. SIDE 1 or 2 SIMPSON H10A TRUSS ANCHOR VVITH 10d x 112" HDG NAILS TO TRUSS AND 10d x 3" HDG NAILS TO TOP PLATE. FIRST ONE APPLIED TO INSIDE FACE OF WALL IN ADDITION, ADD (4) 16d TOE -NAILS, 2 EACH SIDE OF TRUSS. x SIMPSON H10A -EXTERIOR OR BEARING WALL --2x4 @ 24" 0.C. W/ (2) 16d TOE NAILS ;(_)1) EA END AND EA. SIDE. SIMPSON META OR HETA EXTERIOR OR BEARING WALL 4a ALLOWABLE UPLIFT = 1140 LBS (1 STRAP) 4b ALLOWABLE UPLIFT = 2280 LBS (2 STRAPS) :19/32" CDX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS @ 6" 0/C. FIELD, EDGES AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) 1x2, 2x6 WOOD FASCIA SEE ARCHITECTURALS 2x6 SECURED W/ (2) 16d GALV, COMMON NAILS, 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" 0/C. ENGINEERED WOOD TRUSSES @ 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL 2x6 or 2x8 STUDS @ 16" O/C - 2x BLOCKING AT ALL PLYWOOD SEAMS ° I II0A FRONI VIEW C 3 AI JSS ( BLJ NC Wen BLOCKING AT 48" O.C. FIRST 2 SPACES EACH END. 4 2x4 BLOCKING, 71/2" 0/C CUT TO FORM RADIUS OF ARCH. END NAILED TO PLYWOOD SHEATHING, INSIDE AND OUT AT EACH END WITH (3) 8d HDG COMMON NAILS 3 LAYERS OF 1/4" PT PLYWOOD SHEATHING ,GLUED AND NAILED TOGETHER W/ 8d HDG COMMON NAILS AND GORILLA GLUE. ' 4sl LINTEL OR CONC. BEAM SEE PLAN 7M.\\7),77)771i) -2x6 BRACING PLACED AS SHOWN. SHOULD BACK UP TO EVERY OTHER PIECE OF 2x6 BLOCKING. NAIL BLOCKING TO BRACING, BRACING TO BRACING, BRACING TO MAIN MEMBERS W/ (3) 16d HDG COMMON NAILS. --P.T. 2x6 Al 'ACHED TO CMU WALL w/ 1/4" X 3 1/2" TAPCON Ca) 6" 0.C. MIN(2) TAPCONS © ONE P.T. 2X6 MEMBER 1 or 2 SIMPOSN LGT2 W/ 10d x 1/2" GALV, COMMON NAILS, FILL ALL HOLES. FIRST ONE APPLIED TO INSIDE FACE OF WALL. IN ADDITION, ADD (4) 16d TOE -NAILS, 2 EACH SIDE OF TRUSS. 5a ALLOWABLE UPLIFT = 2050 LBS (1 STRAP) 5b ALLOWABLE UPLIFT = 4100 LBS (2 STRAPS) 19/32" CDX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS @ 6" 0/C. FIELD, EDGES AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) 1x2, 2x6 WOOD FASCIA SEE ARCHITECTURALS 2x6 SECURED W/ (2) 16d GALV. COMMON NAILS, 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" 0/C. 2x6 STUDS @ 16" 0/C (2) SI 1 ARM VIPSO'N 1-1-15M20 MASONY WAI. Ai/ 16" POURED CONC. CONT. BOND BEAM ENGINEERED WOOD TRUSSES @ 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL 2x6 BLOCVING AT ALL LGT2 - )rRONT VIEW PLYWOOD SEAMS (1. ' )1 (1. TYPICAL -001:: TRUSS I SCALE: 3/4" = (2) 12d NAILS 1)0ENAIL— LA TRUSS TYP .) 11/, / 6 \ OVER FRAMING SIVPSON MIS 12 0 EACH END SECURE TO ROOF TRussEs 1) 1 I I 1 1, )) , 16 \ ) SCALE: 3/4' = 1'-0" )! `11 ) 1 6, ./ „/ ,/ KISIMMION PIMMIWOMMAIWEI. —r 6'-0" MAX SEF PLAN FOR LOCATION ...))._ ( H ' 1 , -) 2 SCALE: 3 8" = 1' - ..__.....,„. 1x4 HIM. CHORD BRACING 72" 0/0 MAX., SECURE[) W/ (2) 10d COMMON NAILS AT EACH CHORD INTERSECTION, [IP, 1x4 DIAGONAL BIM. (1 230 ERAC1NC, 006 PLAN - FOR LOCATION BIM, CHORD 03 A000 KOF TP6SSES WAL,fIx".0760-Ttd-EiR END:PrP • /CONDWON, IF DEPICT LI 'TY PFOAN 4 4 4 !41 ,f ,t 8'L 10" SLOT 4 - - , 4 o 4 4 4 4 - 4 4 1 4/ CREATE APPROX. 4x4 HOLE IN FACE OF MASONRY TO ALLOW — GROUT TO FLOW THROUGH ADDITIONAL STEEL REM IS NOT REQUIRED UNLESS SPAN IS GREATER THAN 7-0". IF SPAN > 0" PROVIDE ( 1) #5, HORZ., EXTEND 3" OVER SUPPORT 14 REFER TO ARCH. ---- / FOR ARCH PROFILE FOOF 1600 21" 0o6 016006 IRUSS HUH' 0 2x4 ())1IFF ENE R NAIL 62 [0 VERTICALS w/ (3) 162 COMMON NAlo STIFFENER SHALL KS [ ON [00 (16 BOTTOM CHORD AND TO02/11.60 VERTICAL RAID 10 AI I MI6M12[ 33 VI/ (2) 16d 0000011 Nkl S, 012 36 /606 \ ! /..! (-//,' SOUARL OR ARCHED, 2211 R 60 /*CH 334 61 036IN0 001 [ OW ARCH. PR03]I , PROVIDED OLE ARCHIT ECRsHALS) 2.0 03313IN0 AT ALL PLYWOOD .1,EAMS AI L 16 [666 116([ S 2303103 5/8" [310000 3-1E/\1]111,6; (3) FACES HAIL 0/ 8d COMMON NAILS, 0/c ,ALL MEMBER(...; SCALE: 1/2" = ,oLI:NEfErr1,1,:jotati4,1f,flrICATIC,NEN (;3-18-13 31142-0b Le i" Honda No. 72328 G C) 7 --)11 0 Pe 4-1 Con <:11 WI II r• C.) 62 7 621 67..; 62 41 -7 L.) t_t_1 DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 := SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 03-15-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF- & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK 33D TBI NUMBER 9033 MODEL BOLANO ELEVATION NAME MEDITERRANEAN SHEET NUMBER 1:E S5.06 SERIAL NUMBER 1010,0 0 0 (1) 0 LL. 0 uJ c. 0 LLI : > LLJ 0 o LU 0 Lu 0- . LU < LU CZ - LU cx LU LLJ ci LLJ r C.) r•I Lc. 0 (1) (J) CZ UJ 0 11.1 [1: IE21 Lu 1-- 0 ANY PURPOSE 0 LL. 0 0 uJ 0 (_..) 00 c UJ 0 0 1 -- Lt_ 0 0 - (-Y LI,/ CL 0 LLJ E 0 >-- co LLJ 0 uJ (-9 (/) F-- >- 0 < Lu LU (.9 UJ ce CI- 0 LU Ce LU 00 0 UJ LL 0 LU LL "a- 0 (r) w CL› - 2! 0 uJ 0 0 >- fl LLJ c1) NS SHALL BE NGEMENTS OR P 0 L1.J 0 cr LU la! LLJ cL (J) LL I (1) co F-- 27. L(f3 0 ro 0 7:3 f) c. -_- o LU LIJ UJ F— (-1 < crf Li 01- 0 cf) cf) Lu 0 Cr) 0 0 112 0 0 (J) 0 Lu ce 0 LL (S0O 0- LL.1 LU CO 0 LJ -J .117 0 F -- a 0 Lrr 0 (r) LLJ 0 LLJ (r) LU 0 LU LU 0 LU LLJ (i) (2) LU V) L.1.1 7.7 0 1f) C.n Lu u LU 0 CO 0 1— (5 c 0 LLJ (j) LU >- CCI (J-) a 0 0 0 Cr) 0 ti„,3 LU si UJ 0 U) >- 2: LL. 0 0 uJ LL F- 0 LAP TOP PLATE A MIN. OF 48" AND NAIL W/ 16d COMMON NAILS, 2 -ROWS, 4" O/C - BTM. LAP TO OCCUR OVER STUD 1/2" 0 X 8" MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 24" 0/C MAX. 4" MIN. CONC. EMBED 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS IN/ (2) 16d TOE -NAILS, E.E. SIMPSON SPH4 OR SPH6 OR SPH8 -- TOP & BTM. S-TUD PLATE TIES W/ 10d x 114" GALV. COMMON NAILS. FILL EVERY HOLE. DO NOT USE 3" LONG NAILS! 2x STUDS @ 16" 0/C VERIFY HEIGHT OF „ • WALL W/ PLAN • ,!t - _ _ LJ 19/32" CDX PLYWOOD SHEATHING WITH 8d - RING SHANK NAILS 0 6" 0/C. FIELD, EDGES AND 4'' O/C DIAPHRAGM BOUNDARIES (FASCIA) 5r 12 1x2, 2x6 WOOD FASCIA SEE ARCHITECTURALS 2x6 SECURED W/ (2) 16d GALV. COMMON NAILS, lx2 SECURED W/ 10d GALV. COMMON NAILS 12" 0/C, 5" PLYWOOD NAILED TO ROOF TRUSS -- W/ 8d COMMON NAIL 6" 0/C PROVIDE 2x6 BLOCKING AT MIDDLE AND 5/8" PLYWOOD NAILED TO 2X6 BLOCKING w/ 8d COMMON NAIL 0 6" O.C. SIMPSON HETAL20 TRUSS ANCHOR WITH ---- (14) 10d x NAILS TO TRUSS. -rn 2X6 VERT. MEMBER OF ROOF TRUSS <-(1. CN In ifk -1Y1) 1 STORY WOOD BEARING WAT I SECURE FLOOR TRUSS TO TOP PLATE: SEE DETAIL 4/55.03 OR 5/85.03 (2) SIMPSON • SPH4 OR SPH6 OR SPH8 (2) SIMPSON LSTA18 8d R NG SFIAN‹ NA ----2X6 BLOCKING BETWEEN 'TRUSSES, 16" O.C. VERTICALLY AND PLYWOOD SEAMS, TOENAILED E.E. w/(2) 16d COMMON NAILS 2x4 PER —ENGINEERED WOOD TRUSSES @ 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL 2x6, PT, BLOCKING BETWEEN TRUSSES SECURED TO TOP OF BOND BEAM W/ 0,177" X 2-7/8" PAF. 2 PER PIECE AND NOT MORE THAN 12" 0,C, CMU LINTEL. OR CONC. BEAM SEE PLAN ^02) 12d EA STUD 40 NAILS - (5) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d COMMON NAILS, 3" 0/C 2 STORY WOOD BEARING WALL HEADER: SET PLAN OPENING (4) SIMPSON - SPH4 OR SPH6 OR SPH8 • 1 N SIMPSON LSTA30 W/ 10d x 3" GALV. COMMON NAILS. FILL EVERY HOLES -(2) FULL HEIGHT 2x STUDS -(2) JACK 2x STUDS UNDER HEADER 1Y ( k 32" MAX. C—C SPACING /2" 0 X 8" MIN, EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 32" 0/C, 6)" MIN. CONC. EMBED 2x6 Al 16" O.0 MAX. 5 vPSON LSTA18 0 16" O.C. NA L 2x 81 V. FLA IF TO PLATES BELOW w/(2) 16d HDC COVVON NA LS, 8" O.C. CONN ER TRUSS MAW' zezezzez-Lizrzzizz:rezeizz CONNECTOR PER — TRUSS VANUF. .0. L n SCALE: 3/4" --: - ERE NC'D -LOOR TRUSS ) PLYWOOD WALL SHEATHING SECUREDW/ 8d COMMON NAILS, 6" 0/C FIELD AND EDGES. . - (4) 2x STUDS IN CORNER. NAIL THE (3) CORNER STUDS TOGETHER W/ 16d COMMON NAILS, 3" 0/C DOUBLE 2X STUD AT CORNER AND ROOF G.T. LOCATION 8d NA 6"0.G. 2x4 W/(2) 12d NA FA STUD 5 225051 LSTA18 © 16" 0.C. 2AX 16d NA LAP TOP PLATES AT CORNER, TYPICAL PROVIDE 2X BLOCKING AT SPACE BETWEEN FLOORS. USE (2) 16d TOE -NAILS AT TOP AND BTM. TYP. \-•DOUBLE 2X STUD AT CORNER AND ROOF G.T. LOCATION 2x MID -HEIGHT BLOCKING AND ANY PLYWOOD SEAMS W/ (2) 16d TOE -NAILS, E.E. (0 ^ ^ --,-,-•-• ^^- ,,,,, ^A. - ^ • x . y• ^ -• • • . 2x BLOCK[NG © ANY PLYWOOD SEAM PLYWOOD WALL SHEATHING SECURED W/ 8d CON1MON NAILS, 3" 0/C AROUND PERIMETER, TOP & BIM. PLATES AND BLOCKING NOTCH DEPTH <1/4*D OUTER 1/3 OF SPAN ONLY HOLE EDGE >5/8" HOLE DIAMETER </*D SGL. STUD HOLE EDGE >5/8" BTM. PLATE HOLE DIAMETER *-D DBL. STUD 1/2" 0 X 8" MIN. EXPANSION BOLT W/ 3x3 OVERSIZED WASHERS PLACED 32" 0/C, 6" MIN. CONC. EMBED PT. SYP#2 SILL PLATE / WALL STUD 10 5/8" 6" MAX. M'MIN. SOLE(B0 I L) PLATE BREAK(SPLICE) BUTT JOINT — CONT. 2X6 NAIL TO TOP CI -10:,'D 0 TRUSS w/12d NAIL 6" 0.0. NAIL TO VERT MEMBER OF muss w/(2) 12d NAILS 2X6 51RONCBACK SECURED 10 __ACE TRUSS w/(3) 12d COMMON NAILS PROVIDE 2 ----TRUSS LAP SPLICE LOCATED EITHER TOP OR 5301101V 05 L005 TRUSS A 7-7-7- 7-7 /-772:---/-7-7-7-, 2X6 TERMINATION BLOCK NG SECURED FO VER 5 MEMBER OF TRUSS w/(3) SDS Y.4" DIA. x 3" SCIEWS. SECOND 2X6 w/(4) SDS Y4" x 3" SCREWS. ›:‹ / / (q.IPLIES WITH A,LiCki,LE 111,111-11N CO: E1, iF-FECF AS (5 (AIL FP—sm„pior, 03-18-13 Sang-Yub Leo P C. Florida No. 72328 a 0 z DRAWN BY -"HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 03-15-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIOJS & DETAILS PROJECT NAME PARKLAND GOLF & CC-MO\OGRAM BROWARD COUNTY LOT/BLOCK 33D TBI NUMBER 9033 MODEL ELEVATION NAME LU vEDITERRANEAN c) S5.05 SHEET NUMBER SERIAL NUMBER 1010.0 0 0 Lu 0 0 LLJ cL 0 LU LU 0 0 0 LLI 0 LU 0 LU LIJ LU LU cZ >- LU LL -I >- ca_ 0 LU 0 uJ 0F - ca 0 LL0 NG ARE OWNED BY AND THE PROPER UJ LLI Lu F- 0 LLI Lu 0 :E UJ Lr) 0 a_ t.Y a_ >-- 0 0 0 0 LL 0 (1) cr LU >- 0 0 LU (I) 0 U.) CZ 0 > 0 uJ Cr) L BROTHERS 0 TIONS ON THE JOB AN S AND COND 0 Li) L.L1 0 uJ 0 cL LU C)C LLI CCI 0 ORS SHALL VER 0 () 0 NGEMENTS OR PLA >- 0 CO D CONDITIONS ONS FROM T I Q Pc Q LL.J CaD PRE -ENC MIRED WOOD ROOF TRUSSES AT 24"0.C. (MAX.) lYI 47ZZZZZI £4r X HUSS ANCHOR: SEE ROOF" I -RAM NG PLAN zzii ,,".2e.tr..r.,Ex.r..e.rwrzzzatzirrxxxxxatz.e.r.z.r SEE PLAN F02 TY, CONNECTION OF GIRDER TRUSS r) SEE PLAN T/B0k D BEA - TRUSS ANCHOR: SEE ROOF FRAMING PLAN S NU: BOND BEAM # 5 COUI SE 0.00T SOLID AL COORD, ARO B/"U" LkTEl CMU 1. k [EL SEE PLAN \P HOE OPENIN IAN 6' AT 48" 0.C. LARGER 1-) ) I , , ) SCAIE: 3/4" = j FILLED CELLS @ EA. SIDE OF OPENING SEE PLAN (TYR.) 8d R NC SHANK NAIL @ /"O.C. CONT. (2) 2x4 RST 2X4 w/(2) 12c S VPSON LSA18 @ 16" 0.C. MAX. PRE -ENC MINED • (.008 TRUSS MPSON U210 w/ (10)16d NAILS TO LEDGER AND (6)10dX 1 Y2 TO TRUSS TYR. CONT. 2X12 W/(4) SDS )/4.."x3 Y2"SCREWS PER EA VERT STUD AND (1) SDS Z"x3 Y2" SCREWS 6" 0.C. @ 8011 PLA1OU3LE KNOC< OUT SECOND 2X12 AT TACIAC1/0 VA1) i42EA LEDGER w/(3) SDS /4"X3Y2" SCREWS 0 12" 0.C. NAILS 19/32" CDX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS @ 6" 0/C. FIELD, EDGES AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) SIMPSON HETAL20 TRUSS ANCHOR WITH — (14) 10d x NAILS TO TRUSS. 1x2, 2x6 WOOD FASCIA SEE ARCHITECTURALS 2x6 SECURED W/ (2) 16d GALV. COMMON NAILS, 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" 0/C, ALLOWABLE UPLIFT = 1810 LBS SCALE: 3/4" - WALL SIMS @ 16" 0.0. MAX. SIE PLAN FOR WALL STUD INFO TYP. ENGINEERED WOOD TRUSSES @ 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL — BOND BEAM W/ (I) 5 EA COURSE GROUT SOLID A ' I .(T) („) „ 19/32" CDX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS @ 6" 0/C. FIELD, EDGES AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) SIMPSON HETAL20 TRUSS ANCHOR WITH (14) 10d x 11" NAILS TO TRUSS. ENGINEERED WOOD TRUSSES 24" 0/C, SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL NA L 2x BTV. REALE TO RIBBON w/16c UDC COMvION \ ALS, 8" 0.C. A\ D TO -Russ w/(3)16d's. - I ( SCALE: NIS. SEE PLAN 2ND FIN. FLOOR TYP. RE -ENC NEE.RED 16" DEEP Fl_ [RUSS. SUBMIT SHOP DRAWINGS FOR REVIEW AND APPROVAL EL: (+)10'- B(1\4 OF T TOP OF BEA \I PLACE AND/OR WRAP -Jai/ ROOF FELT UNDER OR AROUND TI -17_ TRUSS 3T \4. CHORD TO ISOLATE THE WOOD THE CONCRETE 1x2, 2x6 WOOD FASCIA SEE ARCHITECTURALS 2x6 SECURED W/ (2) 16d GALV. COMMON NAILS, 1x2 SECURED W/ 10d GALV. COMMON NAILS 12" 0/C. -SEE ID ("6 -OR COONECTOR RUSS CMU LINTEL, SEE PLAN FOR SIZE AND REINFORCEMENT R, Ulf ,.q.! I 1,11 ri.',O,LN,E, FHL LN LJ UN it., 'MTH C.,DE FLCr AS DI. IL :FICA Nur\ EfEli.4. L 03-18-13 Sang-Yub Lee P 8. Florida No 72328 NI IN L14 <1 cf.) 0 Cf) z 0 DRAWN 13Y j,HERNANDEZ CHECKED BY SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 03-15-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/BLOC< 33D TBI NUMBER 9033 MODEL BOLAN° ELEVATION NAME MEDITERRANEAN SHEET NUMBER S5.04 LIJ j SERIAL NUMBER 1010,0 cu !— Lb' 0 0 z z- 0 0 LU Cn c 0 L1_ LU 0uJJ LU 0 n z �> J 0 w w LU CL u CL w w 6 LU F— z CL 0 LLJ 0 z Q U LTJ F- 0 ty m J �.1 0 F— u._. 0 LU Q 0 CL CL LU 0 z >- 0 w z 0 c ^ (9 u._ 0 0 ( LU LTJ UJ F— z LU 1> 0 F -- .T- EOR ANY PURPOSE 0 0 0 c.a C/) r.K w 0 m J J I- 0 0 z w 0 0 z. 0 0 z 0 cn w 0 J J ter. CL 0 u_ ILO Ln 0 LU CY w CO 0 z LL_ iY L1J _J U ) Ln CZ 0 1- z 0 V 0 F-4 0 Ln 1.1..1 0 >- <t 0 0 L1.1 1f) 0 -J Cn 0 0 ›- CO 0 LU uJ .J J (.9 z U) U cn CLLU 0 uJ w C.F) uJ 0 LU V LLJ w > _J _J 11)(-9 UJ LLJ LLJ C/ LU CL 0 0 LLJQ U 0 SIONS ON THESE D TTEN DIME! 0 0 0 z M ) 0 1 LU LLJ 0 oc LL- 1— LU L- 1— LU h---4 LL t� 0 LL m F— U) LU V LL LL_ 0 4� 2x6 RIBBON, CON I. NAILED ro END OE TRUSS w/(4) 16d HDC COMMON NA LS SIMPSON META20 EACI-H TRUSS EACH END 90" STT). I--100 KS 1x6 P. I. ,., OGING SEL DL FAIL 2/S5.03 1 2xBLOCK NOS W/ 2 VE_ FA20 FOR OPLN NO TYP LXL X ROOF 1 crx..rerrrrrrrs.-> --rrrrr-�rx_zzr..ca: r xx..s.:xsa xzzaxas'rarx. .,e�-x'F ,:xrt LUSSES @ 24 O.C. SIMPSON F-110 - 130. 0.N O. SEE PLAN OR S MPSON (2) Lc -T-2 U N.O. SEE PLAN T.O. TOP PLATES SIMPSON SPH6 © 16" 0.C. FOR 2X6 WALL.... (SPH8 FOR 2X8 WALE.. - AIL S1IJDS TU3EIHE1 w/ 16d N'\ILS EACH PLY Q 12" 0.C. (2) SIMPSON LS 1-A18 TYP LLL. L STUDS © 16" 0.0. DOUBLE STUD U N.O. /47— S MPSON LS rA18 © 16" 0.0. VAX. (2) SIMPSON _STA18 FOR GILDER TRUSS TYP - (2) 2x BLOCKING w/(2) HETAL.2.0/TSS FOR C ODER TRUSS TYP, SEE PLAN 6 T.O.B.BEAM �- - DOUBLE BOND BEAM W/ (1) # 5 EA COURSE E GROUT SOLID CMU COORD. w/ ARCI-I'L B/"U" LINTEL CD n-. Cr) -C7 n7 L N TEL— SEE EL --SEE PI_ -AN FOR S 70 AND RE:: J FILLED CELLS © EA. SIDE OF OPENING OLE PLAN ( TYP.) SEE PI. -AN T/FTG. `/"(W) PLYWOOD WALL SHEATEING SECURE[.) w/8d COMMON NA LS, 6" 0.0. FIELD AND EDGES, AROUND PERIMETER NAIL SHEAF -HNC TO TOP E3T,M. PLATES AND BLOCK NO w/8d COMMON NAILS, 3" 0.C., EACH MEMBER. THIS IS A SHEAR WALT NAIE..IG REQU REMENT. OWER PORTION OF PLYWOOD — WALL SHEAT -TNG SHALT_ EXTEND OVER THE TRUSS AND BIV. DEAL' AS SHOWN SIM DSON I_STA18 @ 16" O.C. MAX. 2x6 RIBBON, 00N 1-. NA LED - TO END 0= TRUSS w/('-) 16d 1-I00 COMMON \AILS 2x6, F, BLOCK N0 00 WEEN TRUSSES SECURED TO TOP OF BOND BEAM w/ (3) FIILTI X --7-E, PAF, /0 72 P8S36, .177" i;`I, 23" LONG, WI [H WAS 102. DOUBLE KNOCK 00 r 0 O <l 0 0 .DO WALL STUDS © 16" 0.C. MAX. SEE 0 TYP. _AN FOR WALL STUD INFORMATION NA L 2x 61 M. PLA TE TO 0 L3E3ON w/ 6d 1-ID0 COMMON NAILS, 8" 0.C. AND TO TRUSS w/(3)16d's. SEE PLAN 2ND FIN. FLOOR TYP. PRE ----ENGINEERED 16" DEEP 03 TRUSS. SUBM 1 SHOP DRAWINGS 000 REVIEW AND APPROVAL BLOCK W/ 1) # 5 EA COUPSE GRuUT SOLID SCALE: 3/4" - EL: (-1-)10'- 0" BTv OF .TRUSS TOP 00 BEAM PLACE AND/OR WRAP 30# 000T TEL [ UNDER 00 AROUND 1 HE 12005 BTM. CHORD TO ISOLATE THE WOOD THE CONCRE: TL SEE PLAN FOR COONECTOR FLOOR TRUSS -©_CN "(19/52") D.._YWOOD WALL SHEATHING SECURED w/8d COMMON NAILS, 6" 0.C. FIELD AND EDGES, AROUND PERINETEO \AIL_ SHEATHING TO TOP & BTM. PLATES AND HLOCKINC w/8d COIVMON NAILS, 3" 0.C., EACH MEMBER. THIS S A SHEAR WALL NAILIG -REQU REMENT. PRE- ENCL.) FLOOR TRUSS TOOLING (SEE PLAN) SEE PLAN AND SECTIONS FOR 017E AND NE NFORC!NC. (TYP,) s MDSON LSTA18 U 16" (1).C. MAX. SLE PLA NAIL 2x 3 (M. PI.. -ATE TO TRUSS w/(2) 16d HDG COMMON NAILS, 8" 0.C. 1/4"x3"T 000 EX I ERIOR 1Av INC WALL, CONT. 2X6 NA L 0 TOP CHORD 00 TRUSS w/12d NA6" U.C. NA 0 TO VER 1 vEMBER 00 [RUSS w/(2) 12d NAI _S BEARI NO END FLOOR S LATHING U.N.O. %" 1E3 CDX PLYWOOD GLUED AND NAILED WIT[- 8d COMMON NAILS 6" I DDE AND 6" FILED -- 2X6 S TRONGBACK SE: CURET) TO EACH -TRUSS w/(3) 122 COMMON NAILS PROV DE. 2 ERUss LAP SPLICE LOCA ILD EI THER MP 00 BOTTOM OF 10008 TRUSS -- 2X6 TERMINATION BLOCKING S1 -CURED TO VERT. VEv=3EP 00 TRUSS w/(3) SDS DIA. x 3 SCIEWS. SECOND 2X6 w/(3) 005 ./4" x 3" SCREWS. --SI M='SON N ET A20 0 32" 0.C. DOUBLE KNOCK OUT --�- B_OCK W/ (1) # 5 EA COURSE GROUT SOLID PLACE AND/0R WRAP 30# GOOF FELT UNDER OR AROUND TETE TRUSS [31M. CHORD 10 ISOLATE THE '1VOCD THE CONCRETE SEE PLAN 2ND HN. FLOOR 00: 11'--2 .3/4" FIvL FL.R. :ZZ-z'�Trr-e-r El: 10'- 100 OF PLATE X SECURE [RUSS TO TOP PLATE W/ 16d COvMO\ NA 6" 0/C, ALL A CNG T -10 P IL,". CI -IU'!). SIMPSON 013 w/(4) 8d X 1 EACH END. IN ADDITION ADD (2) 16c HDG COMMON NAILS, TOE ---NAILED, 1 EA. SIDE XX EI: 10'--0" TCP 55 2LA10 WOOD BEAR NG WALT._ E IN. 000. 0 TH F'S: r Mr , N:;:; I:,i+,E, Hf irt�„ •N LE19C TF:) �.N -rn�, i.I'.A1'Jr 11G ;,Mr' li S \Y;: I '•'f i, l'I'rj(:' 1t. ;�,N:'ljM �1li:l:.N', Ci�I�e ;ry ffF(-T AS: SA'E CCK: 55IiF7(t,1 i5N t,E,:5 0.3.18.13 Sang-Yub Lee P.E. Florida No. 72328 vl 1 r -j (.n N rr, t '1 DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED_ 11X17 :: 1./2 DOTED SCA[.TE SHEET DATE 03-15-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK 331) TB1. NUMBER 9033 MODEL BOLAN° ELEVATION NAME MEDITERRANNEAN SHEET NUMBER S5.03 SERIAL NUMBER 1010.0 0 Lu 0 I-1 0 0 L11 0 0 1-1-1 CL. --1 LL1 LU 11_1 1---- :00 <1:; U_1 > L11 > LL1 LU 0 Ln LL.1 1-- = LL1 c2C L.L.1 L) (i) Lu 0 CL. LU :..D >- Li 0 11.1 U- m 8 (.9 0 0 (111 Cf) LU LU Ln LLJ CO --1 _J 0 1— 0 11.1 0 cn 0 1-72 0 0 0 LU O - 1 cr0 OF TOLL BRO >- 0 SED BY OR DISCLOSED CTORS SHALL VER 0 0 1.1.1 0 0 0 > LU (3 LLJ LU 0 Lu Y }--- LU Ln LU CL LU c0 0 F—I Cr) 0 LU > (i) < fJ (r) < L1.1 -(- 0 Cn- L.n-- (J-) <(-9 LLJ 0 ECT. NONE OF SUCH 11..1 w LU .7a`. 0 w 0 cx 0 LU (./) uJ ›- CO 0 :1C rL 0 0 0 (n 0 uJ 0 I-1 1.1J :E. TIONS FRON 0 ul Pc -2 >_ LI) 0 "--,z - < LLJ LL 0 0 LU tj 1'1-1- 2:0 LU CL) SEE GENERAL NOTES FOR SHEATHING SIMPSON SPH4 FOR 2X4 STUD ,SPH6 FOR 2X6 STUD, or SPH8 FOR 2X8 STUD 2x PRESSURE TREATED BOTTOM PLATE SEE FIC),SCHEDULE 4N1 S2.01 LOP FTOS ZE AND D\r: NECKING 1-#5 CONT., EXTEND 3' EA. SIDE OF RECESS (TYP) SEE PLAN FOR WALL STUD SIZE AND SPACING TYP. 1/2" DIA. MIN. EXPANSION BOLT w/ OVERSIZED WASHERS PLACED 32" O.C. 4" MIN. CONC. EMBED. 6x6 W1.4xW1.4 WWM SEE GENERAL NOTES FOR - SHEATHING SIMPSON SPH4 FOR 2X4 STUD — SPH6 FOR 2X6 STUD NOTE: FIBERMESH MAY BE SUBSTITUTED PER PLAN 4" CONC SLAB W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL 1 1) \ 1 1 / .1 TYPICAL WALL AND ANCHORAGE PER PLAN 2 LAYERS OF 6x6 W1.4xW1.4 WW\A 60" N. LEND M. 0 PER MEL ER (MATCH F.F.E.) 4 ; zrztE SHOWER PAN, MAINTAIN 4" MIN, SLAB THICKNESS. 8" TYPICAL MONOLITHIC FOOTING PER PLAN FOR SIZE AND REINFORCING SCALE: 3/4" =1 #5 BAR IN BOND BEAM tf 1 -------------- (... ....... 10" TYPICAL ( (1) #5 CONT. SEE PLAN FOR WALL STUD SIZE AND SPACING TYP. -1/2" DIA, MIN. EXPANSION BOLT w/ OVERSIZED WASHERS PLACED 32" O.C. 4" MIN. CONC. EMBED. N • SLAB ON GRADE -1-#5 CONT., EXTEND 3' EA. SIDE OF' RECESS (TYP) #5 CORNER BAR W/ 30" LAP FOR EACH COURSE OF BOND BEAM i % I Cr: LLJ SEE F 10 SCHEDULE ()),N 52.01 600 21/E AND 111NFORCING f.; I ' ) SCALE: 3 4" = 1'---0" MAX. LEVEL CHANGE @ THRESHOLD FOR OUTSWING DOOR J NOTE: FIBERMESH MAY BE SUBSTITUTED PER PLAN 4" CONC SLAB W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL WALL BEYOND EXTERIOR DOOR THRESHOLD RECESS DOOR THRESHOLD 3/4" AT OUT SWING AND SLIDING GLASS DOORS 2 LAYERS Or 6x6 W1.4xW1.4 60" MIN. LENGTH. 0 PER M SEE PLAN FOR CONNECTOR 7)- WOOD POST SE PLAN SE: LTG SCI EDULE 00 S2;01 FO FTC SIZE AND EINFOnlI\ MOMENT TRANSFER REINFORCING SEE PLAN FOR SIZE, LENGTH, QUANTITY AND SPACING. (MAY NOT BE REQUIRED BASED ON ANALYSIS) SEE 610 FOR FTC AR SCI-- LDUE $N S2.01 /6 AND RE NSCRC NC 4" CONC SLAB 3000 PSI W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL SCALE: 3/4" = 1'---O" - STEEL REINF. OF BOND BEAM PROVIDE #5 BAR AT EACH SIDE OF ELEVATION CHANGE ( ( \ SCALE: 3/4" = 1'--0" - STEEL REINF. OF BOND BEAM SINGLE #5 CORNER BAR, 30x30 TURNED UP or TURNED DOWN INTO FILLED CELL ; A VI ) ) ) v 0 -- 4" CONC SLAB W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL NOTE: FIBERMESH MAY BE SUBSTITUTED PER PLAN N•s-- RECESS IN SLAB GARAGE DOOR SLAB RECESS 1.1_1 J (../) VARIES )./ 19 8" LLJ LJ Cr) )'1 ) I ; ) ' / SCALE: 3 4" WALL PER PLAN FRONT WALL OF GARAGE - PROVIDE 1 1/2" D x 5" W RECESS AT GARAGE DOOR - PROVIDE 4 1/2" D x 8" W SLAB RECESS BRICK PAVERS NOTE: FILLED CELLS ARE AS PER PLAN PLAN VIEW VERIFY RECESS LOCATION w/ ARCH. PLANS TYP. 2 I...AYERS OF 6x6 W1.4xW1 60" MIN. LLNCTH. @ PERI GAR. FIN. FER, SEE 6 FG,,SCHEDU .E 0 600 FTC /S. /6 AND RE N 52.01 7ORC, 00 SCALE: 3/4" = 1'---O" 11/ MOMENT TRANSFER REINFORCING SEE PLAN FOR SIZE, LENGTH, QUANTITY AND SPACING. (MAY NOT BE REQUIRED BASED ON ANALYSIS) 4" CONC SLAB 3000 PSI W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL ICI HE 1r d THE Lq ILHA ftff, H 1HPeM fl k [ LC -1 AS )11 BL)) .:(3) Sang4ub Lee P8 Honda No /2328 M M 0 m DRAWN BY THERNANDEZ CHECKED BY SI SCALE 22 X 34 = SCALE AS NOTED 11)(17 = i/2NOTED SCALE SHEET DATE 03-15-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PARKLAND GOLF & CC—MONOGRAM BROWARD COUNTY LOT/BLOCK 33D MI NUMBER 9033 MODEL ELEVATION NAME MEDITERRANEAN SHEET NUMBER S5.02 1.1-1 mj SERIAL NUMBER 1010.0 ca. 01 C) rJ 1_ ru LLJ <r: 0 "2: 0 UJ (f) 0 L.L0_ 0 w ta. _.1 1-1.1 LLJ 0 o 0 UJ 0 UJ UJ 1 -- UJ CC (-) LU LL1 ;.?"- uJ LIJ 1— (.9 CZ ›- 0_ 0 (-) UJ 0 CC. cc: UJ CL_ 0 >- CZ ca < 2.-j 0 0 F-- 0 CC UJ 0 CL. CL cL 11J 0 o CO UJ e___ 0 U1 <11' 0 01L) CD GO Q:1)3) LU Ce ce CC) ›- 0 0 (-) L1J cL LU 0 1- 0 0_ 0 0 11_ 0 01 0 (/) 1— > - co 0 UJ 1-- 02. UJ LU LLJ cr0 0 U1 0 cn 0 (../) L1_1 UJ (.9 UJ 0 0 (f) E USED BY OR D 5 ON THE JOB A 0 0 0 0 (..r) 0 uJ 0 _J 0 u_ UJ CO U) 0 a_ (/) LLI LU LID 0 ACTORS SHALL VERI 0 0U) 0 (I) CC 0 UJ UJ 0 U) Lu 0 0 (f) LL0 UJ 0 UJ 0 0 L11 IJ ECEDENCE OVER SCALE THESE DRAW 0 U) 0 (I) 0 LU ONS SHOWN BY THESE DR 0 0 0 (7; LLJ uJ 0 ce_ LL_ 0 MATCH VERT, REINFORCIN k.*P.to: 48 DIA. BAR LAP SPLICE 1-1/2" D RECESS © SLAB EDGE FOOTING DOWELS TO i TOP OF RECESS BRICK OR STONE VENEER Z ----- CD Ct,t1 GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP.) 2 LAYERS or 6x6 W1.4xW1.4 WWM 60" MIN, LENC H. 0 PE:RIVE-1LT a A R 774 SEE F1/0 SCHEDULE CN S2.01 FOR FTC:SIZE AND Rt' NFORCINO COLUMN BASE PLATE: 5/8"x10"x10"LG, BRICK LEDGE DETAIL 5 V" x 7 V" EXTENSION FOR BRICK LE GE AD (1)#5 CONT. IOMMYMMIIMMUMMI SON. E: 3/4" 16" VEITrY w/ARC DECORATIVE COLUMN, SEE ARCH. STEEL COLUMN: SEE PAN [32. SEE ARCH. NE -f tO Z11. I —I 4 4 • EA 2. 1/4 V (4)-1/2"DIA,x10" A36 ANCHOR BOLTS, (TYP,) PAVERS BY OTHERS F TO SCHEDULE ON S2.:)1 /0 FTC SIZE AND REIM:MC, 30 A 1/i \ J / V \`. h . .„. „.„.. ..„..„....„ SCALE: 3 -; 1) MIN .30" ...EACH WAY .11. rtFT Ij- \ \I SCALE: 3/4" = ) — MONOLITHIC FOOTING MOMENT TRANSFER REINFORCING SEE PLAN FOR SIZE, LENGTH, QUANTITY AND SPACING. (MAY NOT BE REQUIRED BASED ON ANALYSIS) 4" CONC SLAB 3000 PSI W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL _E. 0' -0" TOP OF SLAB FOOTING DOWELS TO — MATCH VERT, REINFORCING. 48 DIA. BAR LAP SPLICE (1) #5 BAR IN TOP OF CONC. CURB (-) 1-1/2"TOP OF RECESS BRICK OR STONE VENEER 1--- 1 E u') 11 X1 U.J 1 1 GROUT CELLS SOLID AT ALL VERT. WALL REINFORCING, SEE PLAN FOR SIZE AND SPACING. (TYP,) 2 LAYERS OF 6x6 W1. 4x W1.4 WU 60" \AIN. ENG H. pEINE/_ILR Li+ (-NJ( - A • \ SEE FTC SCHEDULE ') S2.01 \ FOR FTC a AND RE_ NECKING, <7/ - MASONRY COLUM ()c) GROUT CELLS SOLID A VERT. WALL REINFO PLAN FOR SIZE A (TYP.) BRICK EDGE DETAIL 5 /2" x 7 1/411 EXTENSION FOR BRICK LEDGE ADD (1)#5 CONT. G, SEE PACING, FOOTIN WELS TO MATCH VERT REINFORCING. PROVIDE 4; BAR LAP SPLICE. SLOPES DN 4/4 .3" CL.R. CORNER BARS, SAME SIZE AS BAR IN FOUNDATION WITH 30" LEG EACH WAY AT ALL CHANGES IN DIRECTIONS SO THAT THE STEEL REINF. IS CONTINUOUS MATCH AMOUNT OF CONTINUOUS BARS ( 0. F10 SCHEDULE ON 5745 R ETC SIZE AND REINFOR , ), /I SCALE: 3 / 4" CONTINUOUS STEEL MONOLITHIC FOOTING REINFORCEMENT. SEE SCHEDULE WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST NUMBER OF BARS (ie. 210 3, PROVIDE 2 BARS), UNO I ' I 11\ — PAVER BY OTHER IT IS IHP INTEN1 OF THIS DETAIL FO PROVIDE SOLID MASONRY FOR A DISTANCE OF APPROXIMATELY 6" BELOW THE WINDOW SILL SO AS TO FACILITATE A VERTICAL SHUTTER INSTALLATION AND TO MINIMIZE MOISTURE INTRUSION. THS DETAIL SHALL BE APPLIED EVERYWHERE UNLESS AN ALTERNATE DETAIL_ (POURED SILT, BOND BEAM, OR OTHER) IS SPECIFIED. IN ADDITION, THIS DETAIL SHALL BE APPLICABLE RREGARDLESS OF A SECTION DETAIL BEING SHOWN ON THE PLAN, PRECAST CONC. _ WINDOW SITI SILL FO BE SE -1 ON A FULL BED OF MORTAR IF REQUIRED DAMPEN THE SILL _ AND/OR CMU TO MINIMIZE 10 MORTAR SHRINKAGE SCALE: 3/4" = 1' COMPACTED- SUBGRADE, ,71 I \ // MMAAMIMMIMM- (1) #5 CONT.— -- WINDOW SCALE: 1-1 2" = 1' oo 8" '5.1/ SCALE: 3 4' 1' M1 9 A m 4 „ 14 2 IN LIEU OF A PRECAST SII.L A POURE Sil I. MAY DE USED SO LONG AS THE DEP IS AS SHOWN AND A #5 BAR IS PLACE. TOR A DISTANCE OF AT LEASE WIDTH — 6 PLACE MORTAR INTO CORE OF MASONRY FOR A DEPTH OF N0[ LESS THAN 6". MORTAR SHALL BE PACKED "TIGHTLY". DO NOT INSTALL ANY TYPE OF BOND BREAK (CAVITY CAPS) INSTEAD USE AN ALIERNATE METHOD SUCH AS WIRE SCREEN OR OTHER. MOMENT TRANSFER REINFORCING SEE PLAN FOR SIZE, LENGTH, QUANTITY AND SPACING, (MAY NOT BE REQUIRED BASED ON ANALYSIS) 4" CONC SLAB 3000 PSI W/ 6 MIL VAPOR BARRIER OVER CLEAN, COMPACTED, TERMITE TREATED FILL CD A ( .2) / 1, \ / \ .,' COMPACTED SUBGRADE. ± 0)-0" TOP OF SLAB (-OVARIES`-r-TOP OF GARAGE (1) #5 CONT. - 1- / fl \/) SCALE: 3/4" = 1'....0" STEEL REINFORCING IN GROU CELL SEE PLAN FOR SI AND SPACING REWREVENTS 2 - _ 11 I I I I I I i I I I I I I I t1-1 I I mo* T CONC. SCREENED VENT. R CAR IN GARAGE. LO, PRECASI LIN 1 EL ACROSS OPENING. PRECAST (SONC. SCREE 1 PER CAR IN GARAGE L.I SCALE: 3/4" (---) 1 -1/2" TOP OF CURB IN — GROUT CEL 5251. WALL PLA \ 202 (132.) 200 \\/: A _S .) A 1) AL. ECR/NCS, SIT AND !.-TAC, NO. 5. DOWELS TO MATCH AL TXELINHAGAG. PROVIDE A. BAR LAP SPE C:E. I ) FIG SCHEDULE ON FTC SIZE AND REINFO TOOLED OR SAW -CUT — JOINT WITHIN 12 I -OURS (MAX,) SCALE: 3/4" ) NI 0 PAVER 133 011522 W.W.M. PLACED IN UPPER 1/3 1/8" OF SLAB OR FIBERMESH REINF. PER PLAN COMPACTED SUBGRADE (TYP.) SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, AS CONCRETE ALLOWS WITHOUT RAVELING \ V1 .1 SCALE: 3 I ' nMIMPAIRM (2) #5 REBAR'S VERT. IN SOLID GROUTED CELL 8" CMU WALL— SEE PLAN SCALE: 3/4" = 1-0" ) SCALE: N.T.S. MAIN STEEL OF MONOLITHIC FOUNDATION NOT SHOWN /51.5.775 PR If+ 1,115, 41051,1F 7,1" ICJ+, F LoDE Off CI AS' <511/! 151 5.11,I1H1.711C,N bFliM u31813 Sang-Yub Leo PE. Florida No. 72328 05 cr) DRAWN BY J,HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 0315-1:3 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECTIONS & DETAILS PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK 330 TBI NUVBER 9033 MODEL BOLAN° ELEVATION NAME VEDITERRANEAN SHEET NUMBER S50 SERIAL NUMBER 1010,0 D CZ) rs1 _ (aj 1- a_ 0 cy __J 00 (_.) 1- Li_ 0 0 LU Lt) LL_ cr 0 0 L1_1 ' ___J LU > UJ 0 LLJ uJ _> 0 > uJ LU 0 Ln 0 1- LLJ CY LU UJ LLI X LU Cn CC LU F- 0 ciD __J __J kO"i.i1-211111- c). 0 WITHOUT THE >-- 0... 0 LU c 0 2: 1---1 1 - I in LLJ 0 CY. CC) 0 0 LIJ 0 UJ 0 >-- ca L1J 0 LU cz< (-9 27 : LLJ 2: 00 0 0 LL1 0 U") 2° (.0 00 LL- (Th < Ce F-0 U-1 CC 1- -4 U 0 ct_ - UJ CC LLJ 0 __J CY 0 0 0 LJ_ 0 UJ Ce >- 0 LLJ 0 S SHALL BE USED BY OR DISC CALED DIMEN 0 LU 1 - UJ LIJ CC 1.1-1 cK 0 ; 0 LU - 1- ; 0 ONS ON THESE D 0 ; LLJ LU rn OH 0 0 0 (3 z_ 0 Cr) U_.1 0 LLJ 1- 0 LL (J) 27_ 0 2013 - 1:32: a ._GL.1.111.11E11 KITCHEN g BREAKFAST AREA ilU- • COVERED LANAI DRY BAR ---\ ,171 __LAUNDRY 1- - 14 L.; ;PAN:PRY- ti 11 I 1 I I 1 I _ I ; ONE CAR GARAGE HAH DINING ROOM // 1 PW GREAT ROOM COVERED ENTRY FOYER , BATH 4 (C5) 2 EGRESS lst FLOOR PLAN CALF,.: 1/8" 1' - 0" BEDROOM 2 EGRESS (cd MASTER BEDROOM COVERED (01 BALCONY - W • I. C BONUS ROOM 1 - --7-10 • , L STUDY EGRESS TWO -CAR 1 GARAGE OPEN TO FOYER BELOW ) 2nd FLOOR PLAN SCALE: 1/8" 1' - 0" MARK windows 1 [1111 EXIER OR Opp\ NO \MI S 1. CONTRACTOR TO VERIFY ALL WINDOW & DOOR VIASONARY OPENINGS WITH MANUFACTURERS SPECIFICATIONS HIOR TO PLACEMENT OF MASONRY OR WOOD RANI 2, ALL WINDOW SILLS TO BE FLUSH WITH CMU WALL. 3. FRONT DOOR IS \JOT TO 3E SHUTTERED FOR EMERGENCY EGRESS DURING HURRICA\IE EVERGENCY CMITIONS. 4. 3 KV DE TEPERED CLASS AT ALL OPEN \CS WFITIN 48" OF ALL DOORS, 5. PROVIDE THRESHOLD & WEATHERSTRIPPING AT ALL EXTERIOR DOORS. 6. PROVIDE TEMPERED GLASS AT ALL TUB/SHOWER WINDOWS AND MIRRORS WHERE LESS THAN 60" ABOVE FLOOR. 7. WIND PRESSURES ARE PROVIDED IN LB/SQ. FT. 8. ALL. EXTERIOR DOORS AND WINDOWS SHALL BE IMPACT RESISTANT 9. ALL EXTERIOR WINDOW SIZE ARE BASED ON PGT WINDOWS MD DOORS. 10. REFH TO ARCH T. PLANS FOR WATERPROOFING/FLASHING DETAILS. STYLE WINDOW AND DOOR SCHEDULE WINDOW SIZE 1 MASONRY OPENING I DESIGN PRESSURE WIDTH (in)I HEIGHT (in) [ WIDTH (in) HEIGHT (in) POSITIVE (psf) 1 NEGATIVE (psf) NOTES 01 25 -SH 3/.0 63.0--43.8 47.5 IMPACT D FIXED GLASS 48.0 63.0 123.0 63 25 41.9 45.6 IMPACT dT 25 -SH 37.0 63.0 43.8 47.5 IMPACT 24 -SH 37.0 . 50.625 .7 00 50.875 ..-) IMPACT -- 24 -SH 37.0 .023 43.8 58.7 IMPACT H34 -SH 26.5 50.625 27.50 50.875 43.8 47.5 IMPACT 26 -SH 37.0 76,043.8 47.5 IMPACT 75.00 76.25 26 -SH 37.0 76.0 43.8 47.5_ IMPACT FIXED GLASS 24.0 58.0 25.00 58.25 43.8 47.5 IMPACT . ARCHED FIXED GLASS 48.0 76.0 40.00 76.25 41,9 45.6 IMPACT FIXED GLASS 24.0 58.0 25.00 53.25 43.8 58.7 IMPACT 25 -SH 37.0 63.0. 43.8 47.5 IMPACT 75.00 63 25 25 -SH 37.0 63.0 43.8 47,5 IMPACT H35 -SH 26.5 63.0 27.50 63.25 43.8 47.5 IMPACT B1 B2 E F1 F2 Q1 A 02 C3 04 P1 05 06 C7 J1 J2 J3 C8 09 KA K2 010 011 01 l 1 25 -SH 37.0 63.0 33.00 63.25 43.8 47.5 IMPACT 25 -SH 37.0 63.0 38.00612543.8 58,7_ IMPACT 25 -SH 37.0 63.0 38.00 63.25 43.8 47.5 IMPACT FIXED GLASS 32.0 63.0 33.00 63.25 43.8 58.7 IMPACT FIXED GLASS 32.0 63.0 :33.00 63.25 43.847.5 IMPACT FIXED GLASS 32.0 63.0 33.00 63.25 13.8 47.5 IMPACT 25 -SH 25 -SH FIXED GLASS FIXED GLASS 37.0 63.0 38.00 63.25 43.8 47.5 IMPACT 37.0 63.0 38.00 63.25 43.8 47.5 IMPACT 48.0 64.0 49.00 64.25 41.9 54.7 IMPACT 48.0 64.0 49.00 64.25 41.9 54.7 IMPACT 25 -SH 37.0 63.0 38,00 63.25 43.8 47.5 IMPACT 25 -SH 37.0 63,0 38.00 63.25 43.8 47.5 IMPACT FIXED GLASS 24.0 24.0 25.00 24.25 43.8 47.5 IMPACT 24EH-SH 37.0 59.5 43.8 47.5 IMPACT 75.00 5 9 75 L2 24EH-SH 37.0 59.5 43.8 47.5 IMPACT Ni ARCHED FIXED GLASS 24.0 60.0 25.00 60.25 43.8 47.5 IMPACT M ARCHED FIXED GLASS 24.0 72.0 25.00 72 25 43.8 47.5 IMPACT N2 ARCHED FIXED GLASS 24.0 60.0 25.00 60.25 43.8 47.5 IMPACT P2 H35 -SH 26.5 63.0 27,50 63.25 43.8 47.5 IMPACT P3 H35 -SH 26.5 _610 27.50 63.25 43.8 47.5 IMPACT G2 FIXED GLASS 24.0 24.0 25.00 24.25 43.8 47.5 IMPACT H FIXED GLASS 24.0 36.0 25.0-0 36.25 43.8 _ 58.7 IMPACT C12 25 -SH 37.0 6:3.0 38.00 63.25 43.8 58.7 IMPACT ..... ..... ____ _____ 35 -SH 53.125 63.0 41.9 45.6 IMPACT 1t)7.25 63.25 35 -SH 53.125 63.0 41.9 45.6 IMPACT 11 12 doors 1 3080 THERMA-TRU ENTRY DR 2 1670 OH GARAGE 3 8070 OH GARAGE 4 9080 SGD 5 3080 SGL. FR. DR. mullions 1 (C1 -D) 1 X 4 Alum Vert 2 (D-02) 1 X 4 Alum Vert 3 (B1 -B2) 1 X 4 Alum Vert 4 (F1 -F2) 1 X 4 Alum Vert 5 (03-04) 1 X 4 Alum Vert 6 (L1-L2) 7 (11-12)_ 36.0 192.0 96.0 108.0 96.0 42.00 84.0 192.00 84.0 96.00 96.0 110.00 97 '75 84.00 84.00 97.00 39.2 41.9 1 45.6 IMPACT 41.6 1 46.3 IMPACT 414 L 49:11 IMPACT__ 49.5 1 IMPACT 45.6 I IMPACT 36.0 96.0 37.00 97.00 41.9 63,0 63.25 43.8 47.5 IMPACT 63.0 63.25 43.8 47.5 IMPACT 50.625 50.875 43,8 58,7 IMPACT 76.0 76 25 43.8 47.5 IMPACT 63.0 63.25 43.8 47.5 IMPACT 59.75 43.8 47.5 IMPACT 63.25 41.9 45.6 IMPAC I 1 X 4 Alum Vert 59.5 1 X 4 Alum Vert 63.0 ; ,'1LES THE APPLI, AblE MINIMUM E,Td.PITS E.f DATE TS '..f-F,T;:F.,,J,TION EE1UW 03-18-13 Sang-Yub Lee P Honda No. 72328 04 (L:) cf) 23/ 1• /1 0-) DRAWN BY ERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 03-15-13 SE EET REVISION INFO SET REVISION INFO SHEET DESCRIPTION WINDOW & DOOR SCHEDULE PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK 33D TBI NUMBER 9033 MODEL BOLANO ELEVATION NAME ut-Y) MEDITERRANEAN SHEET NUMBER 4.03 SERIAL NUMBER 1010.0 3 - 2:07:44 pm DATE: Monday, March 18 F-1 0 2: (./1 O LU Li) Lu O LLJ iucL :1) LLI LU .7> I- L.L.1 00 LLI ra-f J LLJ 0> LU LU 0 F- LU H- = UJ UJ 0 D -141 >- >- LLI z C7)0 - ELI 71:" 0 F-1 Cr < 0 LU of (3 0 0 < tal! 0 (r) LU > 0 _.J 0 UJ (f) 0 (1) NS SHALL BE USED BY OR D NGEMENTS OR PI (.1) LLJ LLI 0 (1) IJ0 uJ LU 0 cx Cl_ 0 LU LT! Lu C) LU F - 0 LU 0 (f) LU 0 CC 0 rn cf3 0 LU 0 0 2: 0 0 (f) 0 (f) LU 1-1 0 _J 0 OK LU (j) 0 CI) LU CC LU (Th LLJ __J (J) U) 0 L.) 0 (J -J 0 (..r) uJ ES" (I) LU 0 LU LLJ 0 LU UJ CC LLI < _1 7c:C (1) F-1 ISIONS ON THESE D LU L 1 (1) EY LLE 1--- 0 cc) __J 0 0 ONS AND CONDITIONS SHOWN BY TH LL.1 "5- 1--1 LU 0 LL (.1") "2".. 0 0 0 LLJ LL UJ fn E - y) 7.D LLI LJ 0 PHA 1 \ 0 S. SEE GENERAL NOTES ON SHEET S1.00. DO NOT SCALE DRAWINGS. SEE ARCH1. DRAW NCS FOR ADDITIONAL DIMENS 055 NOT 5 TOWN, VER FY AI I DIVE NSIONS WI1H ASCHI. DRAW NGS 00100 TO START OF CONS TRUCII0 \ IF DISCREPANCIES SHOULD OCCUR CONTACT THE ARCHITECT IN WH I OCR CLAR 1 ICATION BEFORE PROCEEDING. SEE ARCHT. DRAWINGS FOR LOCAT ONS/Limas AND CONS [RUC HON INFORMATION OF INTERIOR NON-BEARING DARTITION WALS NOT SHOWN ON DLAN. SEE GENERAL NOTES (SHEET S1.00) FOR ADD UCNAL WALL FRAMING INFORMATION 41 PROV DE WOOD HEADER OVER ALL OPENINGS IN WOOD WAL LS (COND. EXACT SIZE, LOCATION AND El EvATioNs WITH ARCO_ DRAW NGS) F NO HEADER TYPE HAS BEEN CALL -OUT ON PLAN, PROVIDE WOOD FADER BASED ON HEADER SCHEDULE 5 OWN ON S1.00 [1 Li 10 LI 1 2 PRE -ENGINE E -RED WOOD TRUSSES Af 24" O.C. (MAX) U.N.O.. 00000 NA IF LOCATION00 000F IRUSSIS W/ MECH. NOS FOR LOCA TION 00 EXHAUST FAN, A 1 HANDLING, AND DUCTS. C.T. NDICA1 ES ROOF GI RDER I IRUSS. ALL NAILS OCR TRuss 10 ErrL',...A AND TO BE GALVANIZED. RUSS FO 15055 METAL CO[ `F -C, FC 15 ANL PROVIDE DOUBLE WOOD STUDS UNDER WOOD HEADER, WOOD BLAH, 0.1. CONTINUOUS TO 1-0 PG. U.N.O. (000V DE (2) 2X WOOD BLOCKING BETWEEN TRUSS TOP AND 00 I TOM CHORD'S) BELOW) SHAI L BE NAILED TOGETHER w/16d 0 DC COMMON NAILS 12" 0.0. 5 TAGGERED AIL PLYWOOD FOR WALL AND ROOF SHEATH APA RATED EXDOSURE 1 CDX. WALL SHEATHING SE AOL BE APDL ED W START FROM THE TOP 0- THE WALL A NG IS 10 00 19/32(00 5/0") TH THE 8'-0" HORIZON 1 ALLY. D WORK TOWARDS 1E10 BOTTOM. DEALHY HERE ‘V',/,11 00 34" ICH 410 00 SHEA-INV:, -IHA -I VLF LAP HE [MI OT I EIL WALL STUDS AND ENDS 00 THEFLOOR 'TRUSSES. 131 T 0 OLE VA 1 ON 00 DOUBLE TOP PLATES AND OPLN NG SHALL BE VER HED IN FIELD BEFORE NSTALATIO , AND COORD NATE WI1H ARCH. DRAW NIGS 141 [HE TRUSS FRAMING SHOW\ IS SCHEMAT C N NA TURF. HOWEVER -THE SUPPORT NC S-TRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAV NG SCHEVE SHOWN W LI. C .0S TY DARN. LEE 0- NAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAW NCS FOR THIS ENGINEER'S REVIEW AND APP NG U- 1186 lbs 9= 2236 lbs 1 1 GT. = - ; : --.= : = : == : : : = : = =v. • 3062,, lbs G= 5774 lbs - 1186 ihs 2236 lbs G. U= 1293 lbs 9- 2436 lbs U= 1958 lbs '= 3694 lbs 5b SIMPSON 1105210-- 2 W/ (8) 16d NA LS TO VRAMINC WAIT AND G RDER TRUSS 151 NAIL SPEC HCA I IONS: 8d COV \AEA NAILS --- 0.1 31 " 0 x 2 1/2" LONG FA 5,14 C SHANK NAILS 0.1 T")" 0 x 2 3/8", 104 C(.,IMCN NAILS - 0 x Lomc, 10d STRAP NA LS 0.148" 0 x 1 1/2" GALVANIZED 16 TRUSS REACTIONS AND UP[ UNLESS 0 THERWIS-: SHOWN WOOD BEARING WALLS A HS SHOWN ARE -THE SAME ON EACH 0--ERENT. HEADERS E ND AVE BEEN DLSICNED BASED 0 RAT 0.E ATTACHED C.O. BELOW w/(2) S MPSON H10A ANL; °NAL.. ANALYSIS. PLACE 2x4 01 10 ALIGN WI TH TOP AND B01 TOM 01-10RDS 00 R000 TRUSSES SECURE 2x MHBERS TO WALL WITH HU X -Zr, POWDER ACCTUATED FASTEP R, ZE- 72 08536, .177" 2 7/8" _CNC, WI TH WASHER @ 24" 0/0. 0 2x WOOD WALL THEN USE POWDER ACCTUATED FASTENER, ZL-s- 72 D 8 -.3 6 .177" 0 2 7/8" LONG, WITI I WASHER @ 24" 0/0. F 2x WOOD WALL THEN USE 16c COMMON NA LS Ca) 24" 0/0 THE REQU RED NU \1BER OF FASTENERS OCR CONNEC MRS SUCH AS NA AND TAPCONS TO NU WALLS, ST SIMDSON CATALOG U.N.O. WOODFHAV \C.; WAL N 0 1. ALL WOOD TO BE SYP, No.2 a) WALL STUDS 16" 0/C, UNO b) SINGLE BIM. PLATE, UNO c) DBL TOP PLATE 2. ALL NAILS SHALL BE HOT DIPPED GALVANIZED, (HDG). 3. WALL STUDS AND PLATES TO CONNECTED AS FOLLOWS a) BTM PLATE TO STUD W/ (3) 16d HDG DRIVEN FROM PLATE TO END OF STUD b) STRAP BTM PLATE TO STUD W/ SIMPSON SPH6 AND NAIL W/ 10d x HDG COMMON NAILS. c) DOUBLE TOP PLATE, BTM MEMBER TO STUD W/ (3) 16d HDG DRIVEN FROM PLATE TO END OF STUD. d) DOUBLE TOP PLATE, TOP MEMBER NAILED TOGETHER W/ 2 ROWS OF 16d HDG COMMON NAILS, 12" 0/C e) ANY LAP IN THE BTM MEMBER OF THE TOP PLATE SHALL OCCUR OVER A STUD. f) MIN LAP OF TOP PLATE MEMBERS SHALL BE 48" AND THE SPLICE SEALE BE NAILED W/ 16d HDG 2 ROWS 4" 0/C g) STRAP STUD TO DBL TOP PLATE W/ SIMPSON SPH6 AND NAIL W/ 10d x HDG COMMON NAILS. h) ONCE THE WALL IS STOOD UP NAIL BTM. PLATE TO RIBBON W/ 16d HDG COMMON NAILS 4" 0/C AND TO THE FLOOR TRUSSES W/ (3) 16d HDG COMMON NAILS LS TO WOOD MEMBERS 325 !!:,,s 9=440 lbs ND CATS 1x4 @ 16" 0/0 SIRIPP NG TO UNDETRS DE 00 WOOD TRUSSES SECURED W/ (2) 10d x 1" COMMON Al EACH CI ORD NTERSEC; ON TYP. WHERE SHOWN [3Y HAI -CI- EMIL !8c DIAGONAL -3RACES TYP. SHAPS0N'LC12 = = = = 1196 lbs -- 2236 lbs = (2) SIMPS 0GTIR w/ (L) /"Xs HT EN 0 00 _TS AND (36) SDS Y4"X:.5" 0 5 1 - 111-4- .74 7'7'7 III! I -F S 0 § G.T. • 111,F I i1,1,11-F.FF1-1 ik-111 11-1+41 111 Sly PSON rpTR _ANA:11.1:L.E H -D 13-01..J- -A N _ (18) SDS /"X3 SCREWS (1) S SON ITETAI 20 -7 - AZ -12 ON. .-M-STG140 - INSTALL (2) IMPSON V1C 0 0- A IC E 0---* A AND S -S , , ..•. r 111t1t1.. ...ill 1 h 1-1-1r 1 4 • F F -I 1 1111 1 • h h 1 1 1 -"' FF.4 • Fhh i 104 1 • 1 11 1 .1 * 1.1 h T 44 1 1 t 1- F f + r APPLIE NA PAI 1 ERN 0-- S TRUSSES CONNECTOR JU,N0,) I 1k SIVPSON VBHU.5.56/11.25<0 W/ (2) SIMPSON 3/4"0 x 5" THIN BOLTS AND (12) S IVPSON %4"x2Y2" SIS SCREWS * FLOOR TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON META20 W/ (7) 10d x 11/2" HDG NAILS *ROOF TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON HETAL20 W/ (14) 10d xi 1/2" HDG NAILS *GIRDER ROOF TRUSS(1-PLY) CONNECT TO CMU WALL OR CONC.: SIMPSON DETAL20 W/ (18) 10d x:1 1/2" HDG NAILS GIRDER ROOF -FRUSS(MORE THAN 2-PLY's) CONNECT TO CMU WALL OR CONC.: (2) SIMPSON HETAL20 W/ (14) 10d xl 1/2" HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD LESS THAN 1140 LB): (1) SIMPSON H10A w/10d x 1%2" HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD MORE THAN .I140 LB): (2) SIMPSON H10A, FILL ALL HOLES MINIMUM EDGE DISTANCE FOR HETA/META IS 11/2" FOR CONCRETE AND 2" FOR MASONRY. THE META/HETA AND HHETA ARE EMBEDDED 4" INTO A CONCRETE BEAM OR GROUTED BLOCK WALL: HETAL IS EMBEDDED 5145" DETAL IS EMBEDDED 41/2" TRUSS ENGINEER/MANUFACURER SHALL COORDINATE ANY TRAY/COFFERED CEILINGS WITH THE ARCHITECTURAL PLANS INSPECTOR/CONTRACTOR NOTE THE FBC 2010 HVHZ REQUIRES 8d RING SHANK NAILS FOR THE MAJORITY OF THE ROOF SHEATHING, HURRICANE STRAPS 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL UNO 2. SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO m ROOF FRAMING PLAN SCALE: 1/4" = I' - 0" U- 35671b§_ ,- 9729 lbs 11 AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR 0,S,B,) SPACER BETWEEN MEMBERS. * NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" O.C, TOP AND BOTTOM AT EA, SIDE AND STAGGERED. UJ fulq H CT` M tq,AS MUMN C,,E N EFLCT 41,1k-T[JTIMbTICA eFEA 03-18-13 Sarig-Yub Leo RE, Florida No. 72328 ORLANDO 0 IN cr) <1; DRAWN BY J,HERN AN DE Z CHECKED BY •1=*,8 SCALE 22 X 34 = SCALE AS NOTED 1.1X1/ = 1/2 NOTED SCALE SHEET DATE 03-15-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION ROOF FRAMING PLAN PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK 33D -TBI NUMBER 9033 MODEL BOLAN° ELEVATION NAME MEDITERRANEAN SHEET NUMBER S40 SERIAL NUMBER 1010.0 E c\.1 rN1 C) L.0 CD fY C\I 0 (f) LU 0 0 (J) 0 LLI 0 Li_ 0 LLI 0_ 0 UJ uJ 0 0 0 w 0 uJ 0 LIJ LU LU Lu >- LU 0 LU >- 0 LU Ce 00 LU 0 >-- (Y ct) < 0 0 u_ 0 LU 0_ 0 0 r -Z LU 0 >- Ca Lu<0 0 w cnC 0 2: 0 LU CL LLJ LU 0 uJ (JJ 0 (r) LU Li) 0 ra_ 0_ >- CC 0 LL 0 1 - ca_ (-) U._ 0 0 LU (-)0 (J) _J 0 10 LU 0 0 1 0 0 0 0 UJ BLE FOR ALL D 0 uJ 0 (f) 00 cf) LLI Lu U) LU CL LU 0 0 uJ 0 N LU 0 11.1 LU 0 LU 0 LU (n < 0 cJ 0 DE 0 0 0 0 1 9 cae w 0 LU 0 U -I <0 < LLI 0 F-7-' z 0 2: LIJ 1 - CO LU LL_ 0 P A \ 111 2 \ C) S: SEE GENERAL NOTES ON SHEET S1.00. DO NOT SCALE DRAW NCS. SEE ARCHi. DRAW NCS FOR ADO 1 ONAL D kNSIONS NOT SHOWN, VERIFY A 1 DIMENSIONS WI IH ARCH'T. DRAWINGS PRIOR TO 2 [421 OF CONS ERuct 05 1 D SCREPANC FS SEIOULD OCCUR --- CONTACT 114 ARCHITEC 1- IN WR FOR CLAR FICATIO\ BEFORE PROCEED NC. SEE AIRCHI. DRAWINGS FOR LOCATIONS/E. v I TS AND CONSTRUE; IION NEC -NA -110N OE NTH OR NON -HEARING PARTITION WALLS NOT S OWN ON PLAN, SEE GENERAL NOTES (SHEET S1.00) FOR ADDLE ONAL WAI. ERAv INC NEORvIATION [4] PROVIDF. WOOD HEADER OVFP AL . OPENINGS IN WOOD WALT S (COORD. EXACT SIZE, LOCATION AND ELEVATIONS W TH ARCEI'( DRAWINGS) NO HEADER TYPE HAS BEEN CALI --OUT 05 LAN, PROVIDE WOOD HEADER BASED ON HEADER SCHEDULE SHOWN ON 51.00 SHEET PPL- E (1; NEEDED WOOD TRUSSES A 24 O.C. (VAX) U.N.0.. ifij COORDINATE LOCAL ON OF ROOF. TRUSSES W/ MECH. DWGS FOR LocA-LoR OF LXL AUS] LAN, AR HANDL NG, AND DUCTS. [/ 0,1 )ICATES ROOF GIRDER TRUSS. [8] Al L NA LS HP 1RUSS 10 BEAM A TO BE GALVANIZED. ND TRUSS [0 TRUSS ME I AL CON Lc -ms ARE [91 PROVIDE: DOUBLE WOOD S [UDS UNDER WOOD EADFR, WOOD BI -.AM, CONTINUOUS TO THE FTC. O.N.O. (PROVIDE (2) 2X WOOD B _OC< NC BETWEEN TRUSS TOP AND BOTTOM CHORDS 8E1 OW) STUDS SHALI. BE NA LED TOGETHER w/16d HDC GO MON NA LS 12" 0.0. S 1-AOGERLD [10 ALL PLYWOOD FOR WAI. L AND ROOF SHEATHING IS TO BF 19/32"(OR 5/8") APA RATED EXPOSURE 1 CDX. [111 WALL SE-LA.1111NC SHALL BE APPLIED WITH THE 8'---- HORIZON TALLY. START FROM THE TOP OF THE WAIT AND WORK TOWARDS 1 P1 90110M. [12 DEALLY THERE W IL BE 34" STRIP OF SHEA HING m1 WILL LAP [HE BTV OE THE WALL STUDS AND ENDS OF THE FLOOR TRUSSES. THE ELEVATION OF DOUBLE TOP DLA TES AND OPENING SHA VER EIED 5 FIELD BEFORE INSTALL/MN, AND COORD NATE WITH ARCH. DRAWINGS 1 BE [14]11 THE (RUSS HAVING SHOWN 5 SCHEMATIC IN NA1URE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMP TION THE FRAM NC SC EMF SHOWN WILL CLOSELY -)ARA[NAL TRUSS DESIGNERS I AYOUT SUBVI1 - NAL TRUSS DRAWINGS FOR 1115 ENGINEER'S REV EW AND APPROVAL. 115 Lf/ 17 1 8 - NAIL SPEC FICA TIONS: 8d CO \AMON NA LS 0.131" 0 x 2 1/2" LONG 8d RING 5 -1AV NAILS - 0.113" 0 x 2 2/8", 10c COMV ON NA 0.148" 0 x 10d STRAP NAILS 0.148" 0 x 1 1/2" CALVAN ZED TRUSS REACTIONS AND UPLIFTS SHOWN APE THE SA UNLESS OTHERWIS=. SHOWN DIFFERENT. 22 0 WOOD BLARING WALLS AND HEADERS HAVE BEEN DESIGNE ACH L ND BASED ON RA 3" _ONG, AND ONAL ANALYS 5. PLACE 2x4 21 TO ALIGN WITH -T00 AND BOTTOv CHORDS or 2001: TRUSSES SECURE. 2x MEMBERS TO WALL Will HETI X- -Zr, POWDER ACC-UATFD T AS TENLR, ZE /2 D8336, .177" 2 7/8" 1020, WITH WASHER 24" 0/C. IF 2x WOOD WA .1 THEN 1..151 POWDER ACCMATED FASTENER, ZE 72 08536, .1T7" 0, 2 .7/8" LONG, WITH WASHER © 2/." 0/C, 2x WOOD WALL THEN USE 16d COMMON NA LS 24" O/C 191 THE REQUIRED NUMER OF FASTENERS FOR CONNEC1025 SUCH AS AND [ADCONS TO DU WALLS, SEE SIMPSON CATALOG 0.2.0. WOO D PHAV \ WALL _NCH NA LS 10 WOOD MEVBENS ALL WOOD TO BE SYP, No.2 a) WALL STUDS © 16" 0/C, UNO b) SINGLE BIM. PLATE, UNO c) DBL TOP PLATE 2. ALL NAILS SHALL BE HOT DIPPED GALVANIZED, (HDG). 3. WALL STUDS AND PLATES TO CONNECTED AS FOLLOWS a) BTM PLATE TO STUD W/ (3) 16d HDG DRIVEN FROM PLATE TO END OF STUD b) STRAP BTM PLATE TO STUD W/ SIMPSON SPH6 AND NAIL W/ 10d x 11." HDG COMMON NAILS. c) DOUBLE TOP PLATE, BTM MEMBER TO STUD W/ (3) 16d HDG DRIVEN FROM PLATE TO END OF STUD. d) DOUBLE TOP PLATE, TOP MEMBER NAILED TOGETHER W/ 2 ROWS OF 16d HDG COMMON NAILS, 12" 0/C e) ANY LAP IN THE BTM MEMBER OF THE TOP PLATE SHALL OCCUR OVER A STUD. f) MIN LAP OF TOP PLATE MEMBERS SHALL BE 48" AND THE SPLICE SHALL BE NAILED W/ 16d HDG 2 ROWS 4" 0/C g) STRAP STUD TO DBL TOP PLATE W/ SIMPSON SPH6 AND NAIL W/ 10d x EDG COMMON NAILS. h) ONCE THE WALL IS STOOD UP NAIL BTM. PLATE TO RIBBON W/ 16d HDG COMMON NAILS 4" 0/C AND TO THE FLOOR TRUSSES W/ (3) 16d HDG COMMON NAILS H-3 (.3) 2x12 -.---- 2X6 WOOD BEAR NC WALL MR EXTERIOR WALL U.N.O. (4) 2X STUDS 0 GIRDER TRUSS LOCATION 1-1-3 (3) 2x12 7 31 oo TRUSSES CONNECTOR (U.N.0.) 1 g..) -co m = 11 3 H--3 2x12 -7-\\-7\\\N`•1 G.T. G.T. G.T. G.T. UNO PROVIDE 11132 WI- ERE. ROOF TRUSSES BEAR. 100 OF CMU WAL El.: 20' TEE • =TE, . = : = 111 111 cs4 x „mit EL: 20:---4-3/4" H1F EL: 21.) -8-3/4" / --PROW DE T81 ALONG TOP OF WALL / DROP BEAM OVER TOP OF 03EN NCS / AND ADD (2) #5's EVERY 12". lir ARCH DETAIL: SEE 2/S5.06 OR 6/S5.06 - INSTAL (3) 2X6 STUDS BENEATH ROOF GIRDER ABOVE H--3 (3) 2x12 EL: 20' 8 3/4" EL: 20 4 3/4" 2x6 WOOD BEARING SHEAR WALL 1YEICAL ME OF PLATE EL: 20' -04" * FLOOR TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON META20 W/ (7) 10d x 11/2" HDG NAILS *ROOF TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON HETAL20 W/ (14) 10d x1 1/2" HDG NAILS *GIRDER ROOF TRUSS(1-PLY) CONNECT TO CMU WALL OR CONC,: SIMPSON DETAL20 W/ (18) 10d x1 1./2" HDG NAILS GIRDER ROOF TRUSS(MORE THAN 2-PLY's) CONNECT TO CMU WALL OR CONC.: (2) SIMPSON HETAL20 W/ (14) 10d xl 1/2" HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD LESS THAN 1140 LB): (1) SIMPSON H10A w/10d x 114" HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD MORE THAN 1140 LB): (2) SIMPSON H10A, FILL ALL HOLES MINIMUM EDGE DISTANCE FOR HETA/META IS 114" FOR CONCRETE AND 2" FOR MASONRY. THE META/HETA AND HHETA ARE EMBEDDED 4" INTO A CONCRETE BEAM OR GROUTED BLOCK WALL: HETAL IS EMBEDDED 51/16" , DETAL IS EMBEDDED 41/2" TRUSS ENGINEER/MANUFACURER SHALL COORDINATE ANY TRAY/COFFERED CEILINGS WITH THE ARCHITECTURAL PLANS INSPECTOR/CONTRACTOR NOTE THE FBC 2010 HVHZ REQUIRES 8d RING SHANK NAILS FOR TI -E MAJORITY OF THE ROOF SHEATHING. k\NN (4) 2x12 ‹B I -2X8 WOOD BEARI O WALL FOR EXTERIOR WALL U.N. 0. 1 2ND LIFT BEAM PLAN SCALE: 1/4" = 1' - 0" ---- INSTALL (3) 2X6 STUDS BENEATH 3000 GIRDER ABOVE * AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR 0.S.B.) SPACER BETWEEN MEMBERS. * NAIL ALL MULTI -MEMBER .EADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" O.C. TOP AND BOTTOM AT EA. SIDE AND STAGGERED. MARK DESCRIVDON 8132 281 (PA SIZE W" x H" BEAN SCH REINFORCEMENT MM. TOP MID MASONRY 3000 8x16 (1) #5 (1) #5 CONCRL'IL 3000 8x12 (2) #5 (2) #5 - STIRRUPS SIZE SPACING N/A N/A REMARKS INDICATES OPENING BELOW / T.O.B.= TOP OF BEAM / BOTTOM OF: LINTEL_ / T.O.A.- TOP OF ARCH / T.O.S.= TOP 00 SLAB /4111/4/1,1/444 /4441/4 IE 4 ',II/ HE Mirdf MUM HOILE,PC.; WU 1,1 ff FUT AS (.4 CATE C:.,,i4K.F,Tion Fau.N, 0..s -8-c3 Sang-Yub 1 (T(4 8 E Florida No. 72328 Vaft4 69, C) DIVISION II ANDO P FL. C 1 DRAWN BY 1HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 1.1.X17 - 1/2 NOTED SCALE SHEET DATE 03-15-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION 2ND LIFT BEA v PLAN PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK 33D TBI NUMBER 9033 MODEL BOLANO ELEVATION NAME MEDITERRANEAN SHEET NUMBER S4.01 SERIAL NUMBER 1010.0 n z z O Ll.J 0 LL_ 0 UJ O J LLJ LU 0 0 Z C_] u -I ._J O > w d LU uJ ceU LLJ LTJ >-- uJ L7 LU CC O U w CC 0 z 2: Cx LLJ H O cO _J O LL_ O CC uJ 0 0 CC CL LLJ f -- n z r Gt) w O LU CZ U 1-1 > 7_ o s m 0 Lu z LLJ to uJ 2 UJ 0 LU aE Q (� (n [] LL O A i LLJ (1) E - - Ca Q�•-1 z' LLJ M {- CL r -i u n z HI LU L1._ C' UJ rNI Q CL af (n 061 LTJ L vi F -- c.) (, C5 1- LU 0 (13 CD c P o uJ (..) H J O < < 0 L.L O O (r) (1) LLJ CL LJJ LLJ F 0 4--A LZ' LU Lw�'•� V P LTJ (A) 0 rte.. D c%- >- c1" 0 LL_ 0 F—i 0 CL_ 0 U O _...J (1) (1) ca-^ r 0 1..j LU c (!7 LLJ 0 tri LU0 THE JOB AND TOLL BROTHERS O I O A ---i Fy O n z v) 0 (n LU 0 J -J CL 0 LL LU J CY] /1 --A ( ) O 0_ w LLJ K UJ CO 27.O ORS SHALL VERIF Z uJ 1-1 0 LJJ J U (r) LLJ O 11.1 U G LU 0 LU UJ uJ J aC (� C9 n UJ LU 1- 0 O 1---1 (.� z 0 LU LU z >- CO 0 2 (.r) © II F•- 1 --i 0 0 0U L LLJ 0 UJ 1- 1- 0 U_ 0 ' 'aC LU LL_ O • n LL_ O z UJ CO Ln w U �--9 u_ LL TRUSSES CONNECTOR (U N 0 * FLOOR TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON lIETA20 A/ (7) 10d x 1 1/2" HDG NAILS 'ROOF TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON HETAL20 W/ (14) 10d xl 1/2" HDG NAILS *GIRDER ROOF TRUSS(1 PLY) CONNECT TO CMU WALL OR CONC,: SIMPSON DETAL2.0 W/ (18) 10d x1 1/2" HDG NAILS GIRDER ROOF TRUSS(MORE THAN 2-PLY's) CONNECT TO CMU WALL OR CONC.: (2) SIMPSON HETAL20 W/ (14) 10d x1 1/2" HDG NAILS, FILL ALL HOLES 'ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD LESS THAN 1140 LB): (1) SIMPSON HIDA w/10d x 11" HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD MORE THAN 1140 LEI): (2) SIMPSON H10A, FILL ALL HOLES MINIMUM EDGE DISTANCE FOR HETA/META IS 11/211 FOR CONCRETE AND 211 FOR MASONRY. THE META/HETA AND HHETA ARE EMBEDDED 411 INTO A CONCRETE BEAM OR GROUTED BLOCK WALL: HETAL IS EMBEDDED 5%6" , DETAL IS EMBEDDED 41/2" WOOD FRAMING WALI NO ES: 1. AH L OOD TO BE SIR, No.2 a) WALL STUDS dal 16" 0/C, UNO b) SINGLE BTM, PLATE, UNO c) DBL TOP PLATE 2. ALL NAILS SHALL BE HOT DIPPED GALVANIZED, (HDG). 3, WALL STUDS AND PLATES TO CONNECTED AS FOLLOWS a) BTM PLATE TO STUD W/ (3) 16d HDG DRIVEN FROM PLATE TO END OF STUD b) STRAP BTM PLATE TO STUD W/ SIMPSON SPH6 AND NAIL W/ 10d x 1 " HDG COMMON NAILS, c) DOUBLE TOP PLATE, BTM MEMBER TO STUD W/ (3) 16d HDG DRIVEN FROM PLATE TO ENI) of' STUD. d) DOUBLE TOP PI..ATE, TOP MEMBER NAILED TOGETHER W/ 2 ROWS OF 16d HDG COMMON NAILS, 12" 0/0 e) ANY LAP IN THE BTM MEMBER OF THE TOP PLATE SHALL OCCUR 0\/ER A STUD. f) MIN LAP OF TOP PLATE MEMBERS SHALL BE 48" AND THE SPLICE SHALL BE NAILED W/ 16d HDG 2 ROWS 4" 0/C g) STRAP STUD TO DBL TOP PLATE W/ SIMPSON SPH6 AND NAIL W/ .10d x 1" HDG COMMON NAILS. h) ONCE THE WALL IS STOOD UP NAIL BTM. PLATE TO RIBBON W/ 164 HDG COMMON NAILS 4" 0/0 AND TO THE FLOOR TRUSSES W/ (3) 164 HDG COMMON NAILS PLAN NO [ES: [11 SEE GENERAL NOTES ON SHEET 51.00. [2 00 NOT SCALE DRAWINGS. `.,I ARCH'[.. DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN, VERIFY ALL DIMENSIONS WITH ARCH'L. DRAWINGS PRIOR TO START OF CONSTRUCTION. 18 DISCREPANCIES SHOULD OCCUR - CONTACT THE ARCHITECT IN WRITING FOR CLARIF ICATION BEFORE PROCEEDING. I31 SEE ARCH'(. DRAWINGS FOR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OF INFERIOR NON -BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES (SHEET 51.00) FOR ADDITIONAL_ WALL FRAMING INFORMATION [41 PROVIDE WOOD HEADER OVER ALL OPENINGS IN 0000 WALLS :)ORD. LXACT 07E LOCATCN AND EILEVA IONS WITH ; E'E'L. DRAWNCS) IF NO HEADER TYPE HAS BEEN CALL -OUT ON PLAN, PROVIDE 000D HEADER BASED ON HEADER SCHEDULE SHOWN ON 51.00 SHEET PRE-ENGINEERED WOOD TRUSSES AT 24" 0.0. (MAX) U.N.O.. COORDINATE LOCATION OF FLOOR IRUSSES 0/ MECH. DWGS FOR LOCATION 00 EXHAUST FAN, AIR HANDLING, AND DUCTS. [_7] F.G.T. INDICATES FLOOR 00015 TRUSS, 0.1. INDICATES ROOF GIRDER TRUSS. [- [9] ALL NAILS FOR TRUSS 10 BEAM AND TRUSS TO TRUSS METAL CONNECTORS ARE 10 BE GALVANIZED. PROVIDE: DOUBLE WOOD STUDS UNDER WOOD HEADER, WOOD BEAM, F.G.T., G.I. CONTINUOUS TO THE FTG. U.N.O. (PROVIDE (2) 2X WOOD BLOCKING BETWEEN TRUSS TOP AND BOTTOM CHORDS BELOW) SI -UDS SHALL BE NAILED TOCLIHER w/16d HDG COMMON NAILS 12" O.C. STAGGERED ::0V08 MASONRY I-NILL OVf R. 400 01'0N:NGS IN MASONRY WALL (COORD. EXACT SIZE, LOCATION AND ELEVATIONS WITH ARCH'L. DRAWINGS) IF NO IINTEL TYPE HAS BELN CALL --OUT ON PLAN, PROVIDE MASONRY LINTEL TYPE: 8816--1B/1T, AND 8014-1B/11 FOR DOOR (EXCEPT GARAGE DOOR) SEE SHEET S3.01 FOR [INTEL TYPE SIZES AND REINFORCING. PROVIDE TEMPORARY SHORING DURING CONSTRUCTION IF LINTEL_ SPAN 15 GREATER THAN 6 (SIX) FEET. 1111 11 -IE ELEVATION 00 BOND BEAM AND OPENING SHALL BE VERIFIED IN FIELD BEFORE INSTALLATION, AND COORDINATE WITH ARCH. DRAWINGS [12 ALL PLYWOOD FOR WALL AND ROOF SHEATHING IS 10 BE 19/32"(OR 5/8") APA RATED EXPOSURE 1 CDX. 13 WALL SHEATHING SHALL BE APPLIED WITH THE 8'-0" HORIZONTALLY. START FROM THE TOP OF THE WALL AND WORK TOWARDS THE BOTTOM. 14 '084111 TPT58 WILL BE 34" STRIP OF SHEATHING THAT 1"d!II. LAP TETE BT0 ITD TEL /ALL STL,DS AND ENDS OF THE F1-005 TRUSSES. ALT. PLYWOOD FOR FLOOR SHEATHING SHALL BE 23/32" APA RATED EXPOSURE 1 CDX CLUED AND NAILED TO 10P 00 TRUSS WITH ADHESIVES ADHESIVES MEETING THC REQUIREMENTS OF AFG-01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. [.h] WOOL.) BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL. ANALYSIS. 121 THE TRUSS FRAMING SHOWN IS SCHEMATIC IN NATURE, HOWEVER TETE 50PPOR TING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS FOR THIS ENGINEER'S REVIEW AND APPROVAL.. NAIL SPECIFICATIONS: 8d COMMON NAILS -- 0.131" A x 2 1/2" LONG 8d RING SHANK NAIL 5 - 0.113" 0 x 2 3/8", 10d COMMON NAILS -- 0.148" 0 x 3" LONG, AND 100 STRAP NAILS - 0.148" 0 x 1 1/2" GALVANIZED [.g)1 IRUSS REACIIONS AND UPL_IF I5 SHOWN ARE THE SAME ON EACH END ''0' ESS OTHERWISE SHOWN DTP -PENT. [20 PLACE 2x4 PT 10 ALIGN 0111 IOP AND BOTTOM CHORDS OF ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH HIL -TI X -ZF, POWDER ACCTUATED FASTENER, ZF 72 08536, .1/1" 0, 2 7/8" LONG, WITH WASHER © 24" 0/C. IF 2x WOOD WALL THEN USE POWDER ACCTUATED FASTENER, ZF 72 08536, .177" 0 2 7/8" LONG, WITH WASHER 0) 24" 0/C. IF 2x WOOE) WALE. THEN US0 (2) 12d COMMON NAILS C1 16" 0/C 121] THE REQUIRED NUMBER OF FASTENERS FOR CONNECTORS SUCH A5 NAILS TO WOOD MEMBERS AND TAPCONS TO CMU WALLS, SEE SIMPSON CATALOG U.N.O. TRUSS ENGINEER/MANUFACURER SHALL COORDINATE ANY TRAY/COFFERED CEILINGS WITH THE ARCHITECTURAL PLANS INSPECTOR/CONTRACTOR NOTE THE EEC 2010 HVHZ REQUIRES 84 RING SHANK NAILS FOR THE MAJORITY OF THE ROOF SHEATHING, I • 80 '0 Ln • _a 1 HURRICANE STRAPS 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL UNO 2. SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO -- (4) 2X STUDS © GIRDER 1518,S LOCATION ATTACHED TO CMU WALL BELOW w/ SIMPSON HITT4 I / 2" -_C-- E Ia] 9, f 2x6 WOOD BEARING WALL W/ STUDS 16" 0/C FOR EXTERIOR WALL 0 2ND FL-. [INC PROVIDE (2) STUDS BENEATH ROOF GIRDERS ABOVE. TYPICAL OF AI L 41 2nd FLOOR. U.N.O. 24' 1 12'--1,9 26' 1 SECOND FLOOR WALL PLAN SCALE: 1/4" = 1' - 0" 1 1 FOR CURVED WALL SEGME.NLS PROVIDE CMU w/ #5's C1 16" 0/C AND AT JAMBS. OR CONC. WALL W/ #5's 4 16" 0/C VERT. AND HORIZ. N 1 I 8' -2 1 /2" -- 6' SIMPSON HT520 w/ (20) 10d NAILS U,N,O, SIMPSON HTT4 w/ 5/8" A.B. x 7" EMBEDMENT & (18) 16d x 21/2" U.N.0, SIMPSON HTT5 w/ 5/8" A.B. x 7" EMBEDMENT (26) 16d x 2V/' U.N,O, ALL LLEVA TIONS APE PULP ACED EEO ()' () ( N. 0000, U.N.O. 1(i iHi F' L# MY nkoil , illi. 1,EL,I:.IJ i E�'IC Ifil ;IJ IIi;S [.fU1a'J1G'.J'MPLIP9 Vri;-I'.,C o,FF..P�Fdi.P !471;r. 'M P,':Lh,NG L.Of iN i FFE.Cf ,S :,I i.A„t OF CI F IIF,' uI,,,N E,f l',w L -J 0:31 B-1 3 Sang -Yob Lee P.E. Florida No. 72328 DRAWN BY 3HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 03-15•^.13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION SECOND FLOOR WALL PLAN PROJECT NAME PARKLAND GOLF & C:. -MONOGRAM BROWARD COUNTY LOT/BLOCK 331) TBI NUMBER 9033 MODEL_ BOLANO ELEVATION NAME MEDT i ERRE, \JEAN SHEET NUMBER S3.03 SERIAL NUMBER 1010,0 0 0 1..0 0 LL0 LU 0 1.1_1 LU 0 0 0 LLJ • LLJ LU 1- LU SY LU Cr LU >-- LU AND ARE COPYRIGHTED, Lu -Jtfl -J _J 0 LLF- 0 LLJ a. 13_ 11-1 >-- ca 0 LU 0 LU P--11 (1) 0 LU LU U) LU CY UJ c 0 r.*Z 0 U_J Ca_ LU LU pc) 7-4 z r[s.) Crj L9 Cr: co >-.-J b D 2: 0 U0 UJ CL UJ ce LU -2) 0 LU LU 0 LC) uJ (1) 0 c D 3 >- 2: c 0 U- 0 117-I C) 0 () 0 0 c LLJ >-- 0 0 uJ 0 0 >- 0 UJ (f) 11.1 riD CZ LJj 0 0 0 LJJ 0 0 0F- 0 0 0 (r) LJ 0 LL LU rn 3) (I) LIJ LU CY.) 0 CTORS SHALL VERU 0> Cr) LLJ -Z LLJ 2: LIJ LL! 0 LU LLJ cc: < ,JJ < (.9 1 (n < UJ (/)-- < (.9 LU 0 Cr: 0 LU LU 371 0 Cr) 0 Cn LLI (r) 0 LLJ 0 LU 0 cc fa_ 0 LJJ C'-31 LU F-0 ii (-) LU fn 00 -J UJ Ln LU 0 -12 0 0 (1) 0 UJ 16_ U_I 0 cc U._ 3) 17.! '24 >-- LL 0 0 LU L7_4 1172 0 2: 111 cf) LU .72 LL. 0 [ROSES CONNECICR(U.N.0,) * FLOOR TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON META20 W/ (7) 10d x 11/2" HDG NAILS 'ROOF TRUSS CONNECT TO CMU WALL OR CONC.: SIMPSON HETAL.20 W/ (14) 10d xl 1/2" HDG NAILS 'GIRDER ROOF TRUSS(1.-PLY) CONNECT TO CMU WALL OR CONC.: SIMPSON DETAL20 W/ (18) 10d xl 1/2" FOG NAILS GIRDER ROOF TRUSS(MORE THAN 2-PLY's) CONNECT TO CMU WALL OR CONC.: (2) SIMPSON HETAL20 W/ (14) 10d xl 1/2" HDG NAILS, FILL ALL HOLES *ROOF TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD LESS THAN 1140 LB): (1) SIMPSON HIDA x 12" I -IDG NAILS, FILL ALL HOLES *ROOF- TRUSS CONNECT TO WOOD FRAMING WALL OR WOOD HEADER (UPLIFT LOAD MORE THAN 1140 LEI): (2) SIMPSON I -110A, FILL ALL HOLES MINIMUM EDGE DISTANCE FOR HETA/META IS 11/2" FOR CONCRETE AND 2" FOR MASONRY, THE META/IIETA AND FIHETA ARE EMBEDDED 4" INTO A CONCRETE BEAM OR GROUTED BLOCK WALL: HETAL IS EMBEDDED 51/26" , DETAL IS EMBEDDED 41/2 WOOD VNAMINC WALL NO -1 ES: 1. ALL WOOD TO BE SYP, No.2 a) WALL STUDS 16" 0/C, UNC) b) SINGLE BTM, PLATE, UNO c) DBL TOP PLATE 2. ALL NAILS SHALL BE HOT DIPPED GALVANIZED, (HDG). 3. WALL STUDS AND PLATES TO CONNECTED AS FOLLOWS a) BTM PLATE TO STUD W/ (3) [6d HDG DRIVEN FROM PLATE TO END OF STUD b) STRAP BIM PLATE TO STUD W/ SIMPSON SPH6 AND NAIL W/ 100 x HDG COMMON NAILS. c) DOUBLE TOP PLATE, BTM MEMBER FO STUD W/ (3) 16d HDG DRIVEN FROM PLATE TO END OF STUD. 0) DOUBLE TOP PLATE, TOP MEMBER NAILED TOGETHER W/ 2 ROWS OF 16d HDG COMMON NAILS, 12" 0/0 e) ANY LAP IN THE BTM MEMBER OF THE TOP PLATE SHALL OCCUR OVER A STUD, f) MIN LAP OF TOP PLATE MEMBERS SHALL BE 08" AND THE SPLICE SHALL BE NAILED VN/ 16d 000 2 ROWS 4" 0/C g) STRAP STUD TO DBL TOP PLATE W/ SIMPSON SPH6 AND NAIL W/ 100 x HDG COMMON NAILS. h) ONCE THE WALL IS STOOD UP NAIL BTM. PLATE TO RIBBON W/ 16d HDG COMMON NAILS 4" 0/C AND TO FHE FLOOR TRUSSES 01/ (3) 160 HDG 000:10:; 4A1LS "LAN N 01ES: ri LI] 17] 181 SEE GENERAL NOTES ON SHEET 81.00. DO NO I SCALE_ DRAWINGS. SEE ARCH'(. DRAWINGS 000 ADDI TIONAL DIMENSIONS NOT SHOWN, VERIFY ALL DIMENSIONS WITH ARCH'I.. DRAWINGS 00100 10 START 00 CONSTRUCTION. 10 DISCREPANCIES SHOULD OCCUR - CONTACT THE ARCHITECT IN WRITING FOR CI ARIFICATION BEFORE PROCEEDING. 560 ANCIFE. DRAWINGS OCR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION 00 INTERIOR NON -BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES (SHEET S1.00) 000 ADDITIONAL WALL FRAMING INFORMATION PROVIDE WOOD HEADER OVER ALL °FININGS IN WOOD WALL (COCRD. EXACT SIZE„_OCAT.ON AND EL EVATLONS WITH ARCH'L. DRAA NGS) IF NO HEADER TYPE HAS BEEN CALL -OUT ON PLAN, PROVIDE WOOD HEADER BASED ON HEADER SCHEDULE SHOWN ON S1.00 SHEET 006- ENGINEERED WOOD TRUSSES AT 24" O.C. (MAX) U.N.0.. COORDINATE LOCATION OF FLOOR TRUSSES W/ MECH. DWGS FOR LOCATION OF EXHAUST FAN, AIR HANDLING, AND DUCTS. HUI, INDICATES FLOOR GIRDER TRUSS, G.T. INDICATES ROOF GIRDER TRUSS. AL( NMI S FOR TRUSS 10 BEAM AND TRUSS TO TRUSS METAL CONNECIORS ARE TO BE GALVANIZED. PROVIDE DOUBLE WOOD STUDS UNDER WOOD HEADER, WOOD BEAM, T.0.1., 0. F. CON nNuous TO THE FTC. U.N.0, (PROVIDE_ (2) 2X WOOD BLOCKING BETWEEN TRUSS TOP AND BOTTOM CHORDS BELOW) SIUDS SHALL BE NAILED TOGETHER w/16d FOG COMMON NAILS 12" 0.C, STAGGERED FRONT MASONRY (INTEL. OVER ALL OPENINGS .0 MASONRY ',11ALI_ (C0000. EXACT SIZE, TOGA -HON AND EL [NATIONS WITH ARCH'L. DRAWINGS) IF NO LINTEL TYPE HAS BEEN CALL -OUT ON PLAN, PROVIDE MASONRY LINTEL TYPE: 8616-10/11, AND 8014-10/11 FOR DOOR (EXCEPT GARAGE 0000) 500 SHI El S3.01 OCR [INTEL TYPE SIZES AND REINFORCING. PROVIDE 1 EMPORARY SHORING DURING CONS TRUC HON IF I INTEL SPAN IS GREATER THAN 6 (SIX) FEET. H TUE 1-11'Y/11.0N 00 5040 0600 AND CHNING SHALL 30 VERIFIED IN FIFLD BEFORE INSTALLATION, AND COORDINATE_ WITH ARCH. DRAWINGS [12 Al 1 PLYWOOD 000 WAIT AND ROOF SHEATHING IS 10 BE 19/32(00 5/8") APA RATED EXPOSURE 1 CDX. [13 WALL SHEATHING SHALL BE APPLIED MTH THE 8'--0" HORIZON-IA(1A. START [ ROM THE TOP OF THE WALL AND WORK TOWARDS THE BOTTOM. [14j IDEALLY THERE. WILL 00 34" STRIP 00 SHEATHING THAT WILL LAP THE B 00 THE WALL STUDS AND ENDS OF 1110 FLOOR TRUSSES. [1I.j FILIINCCD FOR 06000 SHEATHING SHAH_ [36 230" APA 00161) EXPOSURE 1 CDX CLUED AND NAILED TO TOP OF TRUSS WITH ADHESIVES ADHESIVES MEETING ENE REQUIREMENTS OF AEG- 01 AND APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. IHE 10USS FRAMING SHOWN IS SCHEMATIC IN NATURE. HOWEVER THE SUPPORTING STRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THE FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT. SUBMIT FINAL TRUSS DRAWINGS 000 THIS ENGINEER'S REVIEW AND APPROVA1. Frd NAIL SPLCIFICA LIONS: 8d COMMON NAILS 0.131" 0 x 2 1/2" LONG 8d RING SHANK NAILS 0.113" 0 x 2 3/8", 100 COMMON NAILS -- 0.148" 0 x 3" LONG, AND 10d STRAP NAILS - 0.148" 0 x 1 1/2" GALVANIZED [19 I RUSS 01 ACTIONS AND UPLIF BS SHOWN ARE THE SAME ON EACH END UN( ESS OTHERWISE SHOWN DIFFERENT. 120] PLACE 2x4 PT TO ALIGN WITH TOP AND 801 TOM CHORDS 00 ROOF TRUSSES SECURE 2x MEMBERS TO WALL WITH 1111TIX--/E, POWDER ACCTUATFD FASTENER, Z0 72 08836, .177°' 0, 2 7/8" I ONG, WI r0 0401160 @ 24" O/C. IF 2x 000D WALL TPFN USE: POWDER ACCTUATED FASTENER, 71 72 P8S36, .177" 0, 2 7/8" I_ONG, WITH WASHER 0 24 0/C. IF 2x WOOD WALL THEN USE (2) 120 COMMON NAILS 0 16" 0/C 121) THE REQUIRED NUMBER OF FASTENERS FOR CONNECTORS SUCH AS NAILS TO WOOD MEMBERS AND TAPCONS TO CMU WALLS, SEE SIMPSON CATALOG U.N.O. TRUSS ENGINEER/MANUFACURER SHALL COORDINATE ANY TRAY/COFFERED CEILINGS WITH THE ARCHITECTURAL PLANS INSPECTOR/CONTRACTOR NOTE THE 060 2010 HVHZ REQUIRES 84 RING SHANK NAILS FOR THE MAJORITY OF THE ROOF SHEATHING. SEE DET A 8 FOR CNNER REINFORCE:ME MARK 55.02 E I YP. SI/0 & DESCRIPTION HURRICANE STRAPS 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL UNO 2. SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO 3) LI _0 LJ u-) (...) 3/55.03 S MDSON HTT5 2/55.03 - I I I 01 • -7 1- II u-)1 tn! (r)1 1-D1 i vIPSON DE FAL20 ----- APPLY DRAFTSTOP ALONG THIS TRUSS SO AS TO LIMIT AREA TO 1000 D[/AL FSIOP._ c . PRE:_ ENG FLOOR TRUSS (9) MAX. 16" 0.0. -- 0/-) • . • . ("NJ 7 rr -n ArTSTOD PRE-- ENG FI OOR 1RUSS 10 MAX. 24" 0.C. 0.4 h. -11111f 1 1 1 1 1 1 1 1 1 1 4 1 4-11 1 1 4 11-1 1 1 1 11,14 f 11-1 1 - - it* , 1111ft1 1 1 4 1111-111 • Ln 4 1 1- 1 1 1 1- 1 1 1- 1 • 4 • •7=,7,„ "'"'"' / 1 4 4 1 I 4 I 1 •1 I + t +4+,'+111 4 • = 281 1 b s 354 lbs -- (2) S \ARSON HE FAL20 AND S MPSON HTSM20 .321 1 b s 2 bs 1/4" / FL. TCH DECK 0 F3 E. \ FOR CURVED WALL SEGMENTS PROVIDE CMU w/ /5's 0 16" 0/0 AND Al JAMBS. OR CONC. WAI 1 W/ #5's 16" 0/0 VERT, AND HORIZ. L. INDICATES 1x4 © 16" 0/0 ER 3P NC APPLIED TO UNDERSIDE OF WOOD TRUSSES SECURED I/V/ (2) 10d x .3" COMMON NAILS AT EACH CHORD NTERSECT;ON TYR. WHERE: S -OWN BY HATCH PAI 1 ERN W NDOW AND DOOR JAMBS SHALL. BE PLACED 0AV\11E1, (TYPICAI AT CLIVIID WALLS) 5 MPS0 N MC _ ... . , 1 I 1 1 . 7 - 7 I I I I [ I i 6/35.05 i 1 i i 1 1 , i 1 i / (2) SI NIPSON LiT3 SDS .5 ---- / W/16d!NAILS ' POST AND i" / X 2 ; SDS f 0 1RI) CIRDER. / , 1 , 1 : EE DE IA L 3VS5.03 061 061 L. --- SET SlEE COL. ON DEC. EN SURROUND W/ 12x12 CVU. GROU E SOLID W/ UPPER BEAM. TOP OF 3EDE_STAL 0 4' -0" ABOVE 1HE DECK. C0 N SC,MH 8"x12" CONC. COT 8"x16" CONC. COL ..... ,I5Y2" x5" X Y4" STEEI TUBE BASE PLATE OR REINFORCEMENT DU 1_ (4) #5 VERTICAL & DOWELS #3 TIES 8" 0/0 (6) #5 VERTICAL & DOWELS 113 TIES © 8" 0/0 REMARK 1 FLOOR FRAMING PLAN SCALE: 1/4" = 1' - 0" 1/55.03 .. I " ELEV, T.O.B.BEAM SIMPSON HTS20 w/ (20) 10d NAILS U.N.O. SIMPSON MGT w/ 5/8" A.B. x 6" EMBEDMENT & (22) 10d NAILS SIMPSON HI 14 w/ 5/8" A.B. x 7" EMBEDMENT & (18) 16d x 21/2" O.N.O. SIMPSON HTT5 w/ 5/8" A.B. x 7" EMBEDMENT (26) 16d x 21/2" U.N.0, = 321 lbs = 1/-2 bs SIMPSON MCI IN/ (1) `/8" EPDXY 130L L W/ MIN. 6" EMBLDMENT & (22) 10c NAILS TO 0 UR 12055 11/ Al .1 DIVA [IONS ARE REFERENCED I- ROM HN. 1/002, U.N.O. lot tit 111 1101 C.VV,,1116 , F,L11.,,116 '1,111)111(1.101:1:1041)7)1*1*1001,1)0.,, 03-18.13 Sang-Yub Lee P.C. Florida No. 72328 r"I r-4 MM 3) (1) DRAWN BY J.HERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 03-15-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FLOOR FRAMING PLAN PROJECT NAME PARKLAND GOLF & CC-IvONOGRAM BROWARD COUNTY LOT/BLOCK 33D TBI NUMBER 9033 MODEL BOLAN° ELEVATION NAME MEDITERRANEAN SHEET NUMBER S3.02 SERIAL NUMBER 107110.0 2013 - 2:07:16 pm 0 1.1.1 :LD Ce 0 U- 0 1.1.1 CL 0 LEI 11-1 0 LU 0 LU 0 LU 1-- L1J cx (3 Ij >- LLJ LU 1-- 0 LU c LLJ ca 0 LL 0 CY: LU 0_ 0 UJ 1-- 0 >-- 0 w LU (1) 11.1 ce LLI CC Ce 0 U../ (f) LL_ 0 (/) LU 11.1 1.1.J 0 cc LLI LLI 0 11J Ln 0 CL Ce >-• 0 0 TOLL BROTHERS DITIONS ON THE JOB AN LU 0 ___J ___1 0 11_1 cfl 0 0 0 u-) LU C'e LU CO LU Cf) 0 I-1 0 0 co 0 LU (1) < 0 LU LLI ONS CONTRACTORS SHALL VER LU 0 LU LLJ (I) LU 0 0 < LLJ LL.0 Lu --1 F- ---1 0 < < NOTES 10 THE INSPECTOR/ CONIRACTOR 3. PLACE LINTEL ACROSS TOP OF OPENING. 2. PLACE 05 BAR IN LINTEL U.N.O. 3. PLACE MASONRY UNITS AS REQUIRED TO ACHIEVE THE REQUIRED BEARING HEIGHT. T. THE LAST TWO COURSES WILL BE A DOUBLE BOND BEAM WITH A 05 BAR IN EACH COURSE AT TOP OF MU WALL AT 2 STORY WAIL. U.N.O. THE LAST COURSE WILL BE A SINGLE BOND BEAM WITH A 05 BAR CONTINUOUS AROUND STRUCTURE AT I STORY WALL U N.O. 5, PROVIDE MIN. 4'' BEARING AT EA. END OF LINTEL FOR ALL STANDARD LINTELS (8" PREFERRED). PROVIDE MIN. 8" BEARING AT EA. END OF [INTEL FOR ALL RECESSED LINTELS. EC) 1 -CP C5c--41, -..-i- P 1 KND BEAM Lii (3000 BEAM C113 F(--7-3 (1-813i J.. C__T • ., TOP OF OPENING 8F24 11-VM\O 3 10P OF 00ND HAM 0 100 06 00 OPENING 81:24\1T\OM\16 TOP OF OPENING 8r24\11 -\1M\0[3 MATERIALS 1 fc PRECAST LINTELS -- 3500 psr. 2. rrc, 5801 566650 .8(91.5 60(13 3. GROUTED PER AS TM C176 fIg = 3000 psi w/ MAXIMUM 3/8" AGGREGATE AND 8" TO :11" SLUMP. 1. CONCRETE MASONRY UNITS (CMU) PER ASTM 090 w/ MINIMUM NET AREA AREA COMPRESSIVE STRENG1 = 1900 psi. 5 REBAR PER 45 151 A615 GRADE 60. PRESTRESSING STRAND 555 56151 A,1.16 GRADE. 6. 270 LOW RELAXATION. 7/32 WIRE PER ASTM 4510. 7. MORTAR PER ASTM 0270 TYPE M 08 S. 1u0 05 BOND HAM 100 OF OPENING IOND BEAM 00000 `F:C:LID I ROV LIN a TO TOP OF 130N[) 1301AM (-) 00 OPENING 8F44\11-\0\4\16 SLL DE FA L 8/65.02 ----- - VOIR CORNER RE NFORCHEN ii- . 81-24\11- \11\4\1B 1296-11/93/16 896 -11/1M/OB GENERAL INSTALLATION NOTES 1. PROVIDE FULL MORTAR (1EAD AND BET) JOINTS. 2. SliCCE FILED [.181515 AS REQU:RED 3. INSTALLATION OF LINTEL MUST COMPLY WITH [HE ARCHI FECTURAL AND/OR STRUCTURAL DRAWINGS. 4, 1.1 -LINTELS ARE MANUFACTURED WITH 5-1/2" LONG NOTCHES A [[HE ENDS TO ACCOMODATE VERTICAL CELL REINFORCING AND GROUTING. 5. ALL LINTELS MEET OR EXCEED L/360 VER1ICAL 0361ECTION, EXCEPT LINTELS 17'-4" AND LONGFR WITH NOMINAL HEIGHT OF 8" 8861 08 EXCEED 1/ ISO. 6, BOTTOM FIELD ADDED REBAR TO BE LOCATED AT THE BOTTOM 06 THE LINTEL CAVITY. 7. 7/32" DIAMETER WIRE STIRRUP'S ARE WELDED TO TBE BOTTOM STEEL FOR MECHANICAL ANCHORAGE 15 NECESSARY. 8. SAFE LOAD RATINGS BASED ON RATIONAL DESIGN ANALYSIS PER ACI 318 AND ACI 530 9. THE EXTERIOR SURFACE OF LINTELS INSTALLED IN EV ER1OR CONCRETE MASONRY WALLS SHALL HAVE A COALING 06 5113130 APPLIED IN ACCORDANCE WITH ASTM 0-926 OR OTHER APPROVED COATING. 10. LINTELS LOADED SIMULTANEOUSLY WITH VERTICAL (GRAVI ry AND UPLIFT) AND HORIZON [AL (LATERAL) LOADS SHOULD BE ( HECKED 60R COMBINE LOADING WEI Fl TFIE FOLLOWING EQUATION: Applied Vert Ica! load Applied Ow Izontal load ,_ <1„ 1.0 Safe vcrtual cad Safe. I:af:zaalal load, * NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WIT -I 16d NAILS AT 12" 0.C, TOP AND BOTTOM AT EA. SIDE AND STAGGERED. AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR aS,B.) SPACER BETWEEN MEMBERS. MARK DESCRIPTION [1 MASONRY l.2 1 MASONRY Cal CONCRETE R(31 CONCRETE 882 CONCRETE fc (psi) SIZE W" x 11" 3000 8x8 1.1 HEAM SCHEL)LLE REINFORCE:MINI SINNUPS 10P MID SIZE N/A N/A #3 (2) #5 #3 (2) #5 #3 3000 8x8 (1) #5 3000 16x16 (2) 35 (2) 35 3000 12x20 (M(N) (2) 35 3000 12x20 (2) #5 (2) #5 SPACING 4" 0/0, 1.13 10" 0.0. 10" 0/0. REMARKS GROW E0 SOLID 08011700 5000 EL: 10'---0" EL: 11-4" rn CD CX) E000 00 DECK - El: 10'---10" TOP 05 001. 8" 8028/1[/1M/OB 1 1 [C1 DI CK 1/4"/FT A 013 F 6 8040/1 T/1M/OB W,Iz= -SIVPSON LCIA28-1--SDS W/ (6) SVPSON 3/8"O x 4" -HIEN BOLTS AN[) (6) SIVP(ON .Y4"x2"2" SDS SCREWS OP SEE DETAL 4/65.08 NO 04 eN 01 7.4.5 [-3 -3 1)1(2) '2x1 2 PROVEL- B,B_. FLOCKS BET WLEN 0.1, AND HEADE UNO TOP OF PLATE FL: 10' - 0" T11' 111 111 111 111 ili op - 11 11 ---11- 11' 11 11 11 11 11 11 11 11 \ -t 0,88)1/, F EL: 13-4" 21 11'-4"/3" -13 ---2x4 WOOD BEARING WALL -- IN/ STUDS © 16" 0/C r FINISHES BELOW STAIRS. I 11 Afl 8" to 6" THICK TAPERED CONC. DECK #S's 0 12" 0/C, BIM, REINF. AND #5's 0. 12" 0/C TEMP. 6966. rc=3,000 PSI, 6" SLUMP MAX. ----T:0772;'712.°01 8E24/1 T/1M/OB RL31 0.0.33. EL: 8' - VARILS 00: 11'--4" SLL: 10' -0" 01: 11-4" 177. e‘H 1111 8F24/1T/1M/00 8F24/1T/1M/0B 1 IST LIFT BEAM PLAN SCALE: 1/4" 1' 0" T. 0.B. 0.31-1 AM 10' -- 0" ELEV. = H0-3 2x12 ' 727,770070-2'0-00.7-0: „L71° 8024/10/1M/OB [ SIMPSON HTS20 w/ (20) 10d NAILS U.N.O. SIMPSON HTT4 w/ 5/8" A.B. x 7" EMBEDMENT & (18) 16d x 21/2" U.N.0, SIMPSON HTT5 w/ 5/8" A.B. x 7" EMBEDMENT (26) 16d x 21/2" U.N.O. (N ^ - • 1, - • ^ ^ ^ - • - • ^ -1^ -1- v.- - • - • ^ -N y ^ ARCH DETAIL: SEE 2/05.06 OR 6/S5.06 ARCH DETAIL: SEE 2/05.06 OR 6/05.06 HURRICANE STRAPS 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL UNO 2. SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO TOP 00 PLATE EL: 10'---O" 711 110 1.1,1.1 8E44/11/1M/11-3 1111 110 1111 101 (5)#5x40" STRAIGH 13A.R EXTEND TO 1.11\111-1. HOOK NOT HOUK- D. 11 L11: 111 111 -1111 1111 = cur au ‘J .: 0-3 (xi c) ----„„r 6..): (7.:1 F - - ' , _ 00: 10'--8" 3 <1 I m(„ -t, 11 Cr] 50 ' : = FL: 0' EL: 10-0" IIIE 'JF YY III> r1,115111,, l\ ,71FECT AS I:1 (F ,.:,PTIFDIATEoN 03-18-1) Sang -Yob Leo P 13 Florida No. 72328 t 0 M -e.71 P-4 v.) 1-4 Cr) 111I C:P cr• "X: "1- c 7' P 13 "11 ,CYH 0 n-, 88 13 1_14 13 13 0 C.) e" I DRAWN BY 1.0-1ERNANDEZ CHECKED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 03-15-13 SHEET REVISION INFO SEF REVISION NFO SHEET DESCRIPTION 1ST LIFT BEAM PLAN PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK 33D TBI NUMBER 90:33 MODEL BOLANO ELEVATION NAME EJITERRANEAN SHEET NUMBER S3.0 SERIAL NUMBER 1010.0 oe) cD (-NJ (../) LIJ T. 0 (-9 cr!, >-- 0 0 1- z u._ '--4O -z z_ < 0 CD • LLJ CL. CZ Z 0 U -I LL_ o uJcx 0 __J LL1 LLJ :-> F- LU 0 0 0 < I-- 0 LIJ >cx - LU > LLJ 0 UJ • < LLI cr LU CZ 11.1 >- LI.J 1 >- 0 LLJ r:L LU 0 c OCI __J 0 u- 0 cL0 c r•Z 1.1.1 0 NG ARE OWNED LLJ 0 eL 0 21 0 U_ 0 0 cr ra_ 0 0 _J Cr) C) 0 DO 0 114 (1D1 LU JOB AND TOLL BROTHERS LIJ t-- 0 (f) 0 0 0 0 (J) 0 LLJ 0 c0 1.1 LU 0 (1) uJ 11.1 ciJ cn cn 0 L(..1 0> Ln 0 Ll..1 LLJ Ll..1 UJ UJ U..1 < U.1 21: LLJ 0 u) (-0 <(5 LL.1 277. 0 0 (I) LU LU 0 CZ 0 LLJ LiJ 11.1 12-1. _I 0 <L) uJ 0 0 U_I Li) LLJ [-- 21' 0 (f) 0 (1) LU 27. 0 uJ TIONS SHOWN BY THESE D U) 0 21.7. LIJ 0 IL_ 0 1-- '.> >- LL_ 0 0 LU LL 0 LLJ ciJ 1. - Ln u.J LL_ 0 12 L: 4_1 SEE GENERAL NOTES ON SHEET S1.00. DC) NOT SCALE DRAWINGS. SEE ARCH'L. DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN, VERIFY ALL DIMENSIONS WITH ARCH'L. DRAWINGS PRIOR TO START OF CONSTRUCTION. IF DISCREPANCIES SHOULD OCCUR - CONTACT THE ARCHITECT IN WRITING FOR CLARIFICATION BEFORE PROCEEDING. 4" (TOTAL) CONCRETE SLAB REINFORCED WITH 6x6- W1.4xW1.4 W.W.M. OVER 8 MIL VAPOR BARRIER ON COMPACTED SUBGRADE. COORDINATE ANY AND ALL SLAB SLOPES, DEPRESSIONS AND LIMITS THERE OF WITH ARCHL. DRAWINGS (FOR ACTUAL TOP OF SLAB ELEVATIONS, SEE ARCHT. AND / OR CIVIL DRAWINGS) TOP OF FINISHED SLAB SHALL BE + 01-0" AND FOOTING CENTERLINES, SHALL COINCIDE U.N.O. PROVIDE A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN TERMITES. TREATMENT SHOULD BE IN ACCORDANCE WITH THE RULES AND LAWS AS ESTABLISHED BY THE FLORIDA DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES. Cr] INDICATES #5 BARJJINDICATES #6 BAR, Ai( INDICATES (2)5 BAR VERTICAL REINFORCING BAR IN CELLS FILLED WITH GROUT. ENDS OF REINF. BARS SHALL BE HOOKED INTO FOUNDATION, BOND BEAM OR TIE BEAMS WITH AN ACI STANDARD 90 HOOK. BARS SHALL BE PLACED AS SHOWN IN THE PLANS. 6] PROVIDE CORNER BARS AT FOOTINGS: SEE SECTION FOR [71 FURTHER INFORMATION. SEE ARCH'L. DRAWINGS FOR LOCATIONS/LIMITS AND CONSTRUCTION INFORMATION OF INTERIOR NON-BEARING PARTITION WALLS NOT SHOWN ON PLAN. SEE GENERAL NOTES FOR ADDITIONAL WALL FRAMING INFORMATION CONTRACTOR SHALL VERIFY FILLED CELL AT EACH LOCATION SIDE OF OPENING WITH ACTUAL OPENING OF DOOR AND WINDOW. COORDINATE SLAB RECESSES, SLOPES AND ELEVATIONS W/ - ARCHITECTURAL DRAWINGS 11.0 SEE ARCHITECTURAL DRAWINGS FOR WALKWAY SLAB LAYOUT. HI PROVIDE ISOLATION JOINTS BETWEEN INTERIOR AND EXTERIOR SLABS ON GRADE: PROVIDE 1/2" FELT PAPER AT THE JOINT. [12 SEE DETAIL 8/S5.01 FOR TYP. FOUNDATION CORNER BARS \ VERTICAL REINFORCING IN CMU SHALL BE #5's AS SHOWN ON THIS PLAN. UNLESS OTHERWISE NOTED IN THE PLAN. ONE REINFORCING BAR SHALL BE: A) IN ALL WALL INTERSECTIONS B) CHANGES IN ELEVATION C) EACH SIDE OF ALL OPENINGS. D) ALL CORNERS SPLICES IN REINFORCING BARS SHALL NOT BE LESS THAN 48 BAR DIAMETERS (#5 = 30", #6 = 36"), AND REINFORCING SHALL BE CONTINUOUS. 11 A SPECIAL INSPECTOR SHALL INSPECT ALL REINFORCED MASONRY STRUCTURE AS REQUIRED BY FBC R4407 SAID INSPECTOR SHALL ONLY BE AN ARCHITECT, ENGINEER, OR THEIR DULY AUTHORIZED QUALIFIED REPRESENTATIVE. 15 RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATION. DESIGNED WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,500 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 1_61 STRUCTURAL DESIGN IS IN ACCORDANCE WITH A.C.I. 530-05/ASCE 6-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND TF -E COMMENTARY. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530-05/ASCE 6-05. 17 WOOD BEARING WALLS AND HEADERS HAVE BEEN DESIGNED BASED ON RATIONAL ANALYSIS. v K WE --1.33* WFC1,$3A* WO- 2 .0 * WFC -2.0* WE 2.0A* F-- 2 . OA F-4.0 r- 3.0A WID IH x LENGTH x DEP 1E1 1' - 4"xCONT.x1'--- 8" f.x1' -0" '-- 4"xCONI.x1' -0" 2L-0"xCONT.x1'-8" 2'--0"xCONT.x1'---8" 2' -0"xCONT.xl'-0" 2'-0"x2L-0"xl'-- 0" 4'---0"x4'-- 0"xl -6" 3'- 0"x3' -0"x1'--- " 2' -0"x3' -0"x1'--- 4" 00 \C S a aXi [_ RENFOHCLV ENT BOTTOM SHORTLONG #5 0 48" o.c., -a) C) CD) C) C. 0 -CS) CD (10 (2)-#5's DBE. WWM 60" PERIMETER (2) -#5's #5 IN CU[83 (2) #5's (3)-- #5's DBL. WWM 60" IHRIME1 ER (3)-#5's DBL WWM 60" FL RIME IL -.P, #5 IN CURB #5 @ 48" 0.0. (3)-- #5's (2)- #5's (2) -#5's (4)- #5's ! (4)- 's (3) #5's (2) #5's PROVIDE_ CORNER BARS, SAME WE AND QUANTITY AS BAR IN EOUNDAIION, W1111 .30" LEG EACH WAY. USL PM M BEACH CHAIR OR #5 © 48" 0.0. AT SHORT DIRECTION MARK 101 24' -- 2" I'il"" SECURE END STUD TO MASONRY W/ 0 HILTI KWIK 3 BOLTS 5" MINIMUM EMBED INTO GROUTED CELL, 6" FROM ENDS AND 24" O/C, VERTICALLY, MAX. AND MASONRY END STUD TO BE PT or 15# ROOF FELT BETWEEN WOOD AND CONC. #5 BARS IN GROUTED CELLS BENEATH WINDOW SILL. (REF. DETAIL 1/S5.03) 9' 0" 2X6 WOOD BEARING WALL-----/ @ 16" 0.C. LOCATION OF SAW CUT BY C.C. SEE DETAIL 7/S5.01 -#5 BARS IN GROUTED CELLS BENEATH WINDOW SILL. (REF. DETAIL 1/S5.03) 4' -1" 11Lo -10) 2X4 WOOD BEARING WALL-- © 12" 0.C. (2) #5 x 51-0" LONG CORNER BARS (TYP.) POSITIONED IN THE MIDDLE OF SLAB AT INSIDE CORNERS AND AS SHOWN 135'---4 1/2 LI ---0" OP OF SLAB (4)2x4 WOOD POST w/ SIMPSON HTT4 (2)2x6 WOOD POST w/ LL SIMPSON HTT4 19'--O" WF ---2. CD _ 6/55.02 TS -10" WFC --2.0 SLOPE 1/8" PER FOOT 24'- 2X6 WOOD BEARING WALL @ 16" 0.C. 15' -- 7- • I f __LL111-'17-17771-7-171-1-i111-1i1:1Eili_HI1ti4it4Tiril4T4VaP:d1-1-1i-lf31.1!-.1771117-11-1; 4.1 O.! • IAA it 'AFC --1.33A L2. 0 A • 18' --- 2/S5.02 #5 BARS IN GROUTED CELLS BENEATH WINDOW SILL. (REF. DETAIL 1/S5.03) 0-0 IV TOP OF SLAB -1 33 A 71 S, . 0 1 (7) 1 C 6" 8' _ CD • / LC3 (/) CD F_ 2.0A vel - m \ L,J <EC V-) 2X4 WOOD BEARING NALL [21 @ 12" 0.C. r 6-- -F FINISHES BEL71p:3377 STAIRS WE -1.33A ,2'-- --------00°1 • LC) - 1 1-11 1 / / ,/71 4. WF Lr -5 7 -V? 96"X48"X4" CONCRETE - SLAB 3" ABOVE GRADE S-6" - - - CO LH V N SC( -)ED SIZE DESCRIPTION -4x6x PT WOOD (N6) Posr 8/ SIMPSON ABU 46 W0/ POST W/ SIMPSON HTT4 ..... 4x4 WOOD I(VD?) POST W/ SIMPSON LITT4 (5) 2X6 STUDS IN/ SIMPSON HTT4 STEEL TUBE (CD 12" x 12" MASONRY COLUMN BASE PLATE OR REINFORCEMENT REMARK SIMPSON ABU46 w/ 5/13" A.B. x 7" EMBEDMENT (12) 12d U.N.O. (4) # 5 VERT. DOWELS W/#3 TIES © 12" o.c. 5/15.02 lajj- II V), 9' -8" NAIL ALL MULTI -STUDS TOGETHER WITH 10d NAILS AT 12" O.C. TOP AND BOTTOM AT EA. SIDE AND STAGGERED. SIMPSON HTT4 w/ 5/8" A.B. x 711 EMBEDMENT & (18) 16d x 21/" U.N.O. SIMPSON HTT5 w/ 5/8" A.B. x 7u EMBEDMENT (26) 16d x 21/2" U.N.O. '1" P.T. 4 X 4 WOOD POST. SEE DETAIL 3/S5.07 ?-\--- N /-r / EI cc.) - - WF- 2.01 < 22'-- 0" INDICATES GROUTED CELL w/(2) #5 VERT. BAR SEE DETAIL 11/S5,01 / 2' ( LU0 0 -- 2. 0 _ WF 2, 0 '2 470570 (.3 *Co ki 07-0/767-18) 2X4 WOOD BEARING WALL © 12" O.C. _ 4" / 7' -6 1/2" 0• ) Lip -2X6 WOOD BEARING WALL L. @ 16" 0.C. u-) WE ---2.O 2/----10" (0 SEE DETAIL 9/S5.01. FOR WINDOW SILL CONSTRUCTION., TYP. 1.3'---l" 7S-10" 1/35.01 FOUNDATION PLAN SCALE: 1/4" = 1' - 0" hill 0 0 LL CZ LU 'C -XD LU cL 0 __J U) 011:3*0 LC) 21'-2" 5 11-11 X 5 i" PSL COLUMN (2.0E, FB 2900) W/ SIMPSON HDU11-SDS2.5 W/ "x6" LONG SDS SCREWS AND (1) 1" 0 x 12" THREADED ROD EPDXY SET. 2X6 WOOD BEARING SHEAR WALL (c.-1) 16" 0.C. • 1 2/'--9" WFC -2. EXTEND FTG. w/(2) #5 X 48" TOP. UNO SEE 12/S5.01 CN II11 1.1`.1 OF My F IHE. EVEN LiSii'iiU', '.51511 THE 5551.1,81115 (,HE 851115118 01' [Alf r EE-E.rmur,r, EILEEN 101 111 111 1111. INSPECTOR NOTE STRUCTURE WAS DESIGNED BASED ON THE FBC 2010, RESIDENTIAL BUILDING CODE, HVHZ SECTIONS HURRICANE STRAPS 1. I-URRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL UNO 2. SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO 03-18- 13 Sang-Yub Lee PE Florida No. 72328 cr+ 11 pe, c./.) 0 • Cf) E] 0000 III DRAWN BY J.HERNANDEZ CHECKED BY SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 03-15-13 SHEET REVISION INFO SET REVISION INFO SHEET DESCRIPTION FOUNDATION PLAN PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK 33D TBI NUMBER MODEL. BOLAN° 9033 ELEVATION NAME MEDITERRANEAN SHEET NUMBER S2.01 SERIAL NUMBER 1010.0 eL CD re) Cc) v -i re) cD r 00- rt3 0 0 z uJ 1-- 0_ 0 0 liJ (I) ".D U-1 Cl- LLJ 11-1 0 LU uJ 0 uJ 1--- LLJ LU Ce LLJ ›- LI_1 d uJ (.9 >- eL 11-1 Oe 0 Ce U-1 :.E 1-- 0 0 U.0 - Ce uJ 0 Ce a_ NG ARE OWNED BY AND T 1-4 0 11-1 uJ w LLJ LU Ce 0 [Li 0 0 Lr) LLJ LLJ 0 0 (1) .>17. LU Lu Of: 111 E 1-- 0 1-4 LU 0 LU (1) D 2.7 LL 22" tr) 0 0 0 Cr.:. L. 0 (.1) Cx uJ 0 0 Lu 0 CO 0 0 ca Ll_i LU Lr) Cn 0_ F-- LIJ Lu (.9 •• L'D -4 (I) Lu 0 C!)- 1.1.1 0 (fa Lu F--- uJ 0 ca*: 11.1 11.1 cL (f) LU L.) LU 0 TIONS SHOWN BY THESE D ONS AND CO 1.1.1 1-- 0 LL_ LJ 0 LU r1: 0 LLJ CO ,c7.E LJJ LL 11- 0 GENERAL NOTES 1, IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO , THE ADDITION OF WHATEVER TEMPORARY BRACING, GUYS OR TIE -DOWNS MAY BE NECESSARY, 2. DESIGN LIVE LOADS FLOOR 40 PSF BALCONY 60 PSF ROOF 30 PSF 3. DESIGN WIND LOAD SHALL BE BASED ON THE FLORIDA BUILDING CODE 2010 a) ULTIMATE DESIGN WIND SPEED(Vult)- 170 MPH, NOMINAL WIND SPEED(Vasd)=132 MPH b) RISK CATAGORY II c) EXPOSURE "C" d) INTERNAL PRESSURE COEFFICIENT ;0.18 FULLY ENCLOSED STRUCTURE FOUNDATION/SITE PREPARATION: 1, FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF, FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY OF AT LEAST 98°/o OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN ACCORDANCE WITH ASTM D-1557. TREAT ALL SOIL FOR TERMITE PROTECTION. 2. THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED AND RETESTED AT THE CONTRACTOR'S EXPENSE, AND AS DIRECTED BY THE ENGINEER. 3, WRITTEN CERTIFICATION THAI THE MINIMUM DESIGN BEARING CAPACITY, AND THAT THE COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTECH, ENGINEER. CAST IN PLACE CONCRETE 1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 .DAYS: SLAB ON GRADE, FOOTINGS 2500 PSI REMAINING CONCRETE 3000 PSI 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1", AND HAVE 2 TO 4% AIR ENTRAINMENT, AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE APPLICABLE EDITION OF ACI 301 CHAPTER 3, METHOD 1 OR METHOD 2. SUBMIT BACKUP DATA AS REQUIRED BY CHAPTER 5 SECTION 5.3. OF THE LATEST EDITION OF ACI 318. 4, ALL REINFORCING STEEL SHALL BE NEW DEFORMED BILLET STEEL CONFORMING TO ASTM A-615 GRADE 60. 5. ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH "THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" ACI 318 LATEST EDITION, AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS," ACI 301. 6. CONCRETE TICKETS SHALL BE TIME -STAMPED WHEN CONCRETE IS BATCHED, THE MAX. TIME ALLOWED FROM WHEN WATER IS ADDED TO THE MIX UNTIL 11 15 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON THERE IS A DELAY SUCH THAT IS BATCH IS HELD FOR LONGER THAN 90 MINUTES, THE CONCRETE SHALL NOT BE PLACED, IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. 7, ALL REINFORCING DETAILS SHALL CONFORM TO "MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES" ACI 315 LATEST EDITION, UNLESS DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS, 8. SUBCONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF EMBEDDED ITEMS, SLEEVES, SLAB DEPRESSIONS, SLOPES, ETC. REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED PRIOR TO PLACEMENT OF CONCRETE. 9, SUBCONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS, SLEEVES, ANCHOR BOLTS, INSERTS, ETC., AS REQUIRED BY OTHER TRADES BEFORE CONCRETE IS PLACED. 10. WHERE EAR LENGTHS ARE GIVEN ON THE DRAWINGS, THE LENGTH OF ANY HOOK, IF REQUIRED, IS NOT INCLUDED, HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS OF ALL TOP BARS OF BEAMS AND AT SLABS EDGES. 11, SUBCONTRACTOR SHALL PROVIDE SPACERS, CHAIRS, BOLSTERS, ETC. NECESSARY TO SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. 12. REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE AS FOLLOWS: SUPPORT REINFORCING STEEL, SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL, A. 3" FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ( FOUNDATIONS): B. FOR CONCRETE EXPOSED TO EXTERIOR WEATHER: 1-1/2" FOR #5 AND SMALLER 2" FOR #6 AND LARGER C. FOR CONCRETE NOT EXPOSED TO WEATHER: 3/4" FOR SLABS, l'ALLS, AND JOISTS 1-1/2" FOR BEAM AND COLUMN PRIMARY REINF., TIES, STIRRUPS 14. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR DIAMETERS TYP, EXCEPT WHERE OTHERWISE NOTED ON THE DRAWINGS. FOR BEAMS AND ELEVATED SLABS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE MIDSPAN, UNLESS OTHERWISE NOTED, FORMWORK 1. FORMWORK, SHORING, AND BRACING FOR ALL CONCRETE BEAMS, SLABS, COLUMNS, WALLS, AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347, "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". WELDED WIRE MESH 1. WELDED WIRE MESH, SHALL BE ASTM A185, GRADE 65, FREE FROM OIL, SCALE, AND RUST, AND SHALL BE PLACED IN ACCORDANCE WITH THE ACI TYPICAL DETAILS. MINIMUM LAP SHALL BE ONE SPACE PLUS TWO INCHES, WIRE MESH FOR SLABS SHALL BE SUPPORTED W/ 2" CHAIRS SPACED 3'-0" OC, EACH WAY REINFORCING STEEL 1. REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, FREE FROM OIL, SCALE, AND RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT REBAR SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS SHALL LAP 6 x BAR NO., SEE LAP SPLICE SCHEDULE. UNSCHEDULED FIELD LAPS ARE SUBJECT TO ENGINEER'S REVIEW. TENSION LAP SPLICE SCHEDULE MASONRY BAR # SPLICE LENGTH 3 4 24" 5 30" 6 36" 7 42" PLAN REINFORCEMENT OTHER THAN TOP BARS (3000 PSI ) (4000 PSI) 16" 16" 22" 19" 27" 23" 35" 31" 48" 42" TOP BARS (3000 PSI ) (4000 PSI) 21" 18" 28" 24" 35" 30" 46" 40" 63" 54" 2. PROVIDE 36" x 36" CORNER BARS, BOND BEAM ONLY, LAPPED AND TIED TO EACH BEAM REBAR, SEE DETAILS FOR ADDITIONAL INFORMATION, MASONRY 1, ALL BLOCK WALLS SHALL BE TWO -CELL HOLLOW CONCRETE MASONRY REGULAR SIZE BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-90, GRADE N, = 1500 psi. BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED. LAY-UP MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACING CONCRETE FOR IN -WALL COLUMNS. GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WITH ASTM C-476, AND SHALL PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psi AT 28 DAYS. THE GROUT MIX SHALL HAVE A MAXIMUM 3/8" COARSE AGGREGATE, AND SHALL BE PLACED WITH A SLUMP OF 8" TO 10". PLACE GROUT IN ACCORDANCE W/ ACI 530-05. TYPE 5 MORTAR SHALL BE USED EXCLUSIVELY ON THIS PROJECT, MORTAR SHALL BE PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERT. MORTAR JOINTS SHALL 88 3/8" THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. 2. WHEN REQUIRED, HORIZONTAL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADUR-TYPE DUR-O-WAL (ASTM CLASS B-2, HOT -DIPPED GALVANIZED) AT ALTERNATE COURSES (16" ON CENTER), UNLESS OTHERWISE NOTED, JOINT REINFORCEMENT SHALL BE CONTINUOUS AND SHALL LAP A MINIMUM 8". 3. LAP VERTICAL REBAR 6 x BAR NO., U.O.N. 4, MASONRY CONSTRUCTION AND MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF THE "SPECIFICATIONS FOR MASONRY STRUCTURES (ACI 530.1-05/ASCE 6-05/TMS 602-05), AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. WOOD CONSTRUCTION 1. '''4'00D CONSTRUCTION SHALL CONFORM TO THE NEPA 'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION", APPLICABLE EDITION. 2. ALL WALL STUDS AND MISC, WOOD FRAMING SHALL BE N0,2 SOUTHERN YELLOW PINE STUDS FOR LOAD BEARING WALLS SHALL BE AS FOLLOWS: 2X6'S OR 2X8'S 16"0.C. (U.N.0) ALL NON -LOAD BEARING PARTITIONS SHALL CONSIST OF 2x STUDS SPACED AT 24" O.C. PREFABRICATED WOOD TRUSSES 1. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE "NATIONAL DESIGN SPEC- IFICATIONS FOR STRESS -GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA. TRUSS DESIGNS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. SEE NOTES FOR SHOP DRAWINGS. 2, CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036" AND BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446, GRADE A, AND SHALL BE HOT - DIPPED GALVANIZED, HANDLING, ERECTION AND BRACING OF TRUSSES SHALL BE IN ACCORDANCE WITH TRUSS PLATE INSTITUTE RECOMMENDATIONS TPI's TPI/WTCA BCSI 1, 4. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. 5. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS OF ALTERNATE CONNECTION DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. 6. THE LOCATIONS OF GIRDERS AND TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE USED TO FACILITATE DESIGN OF FOUNDATIONS, WALLS, AND BEAMS. THE CONTRACTOR SHALL SUBMIT TRUSS SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER OF RECORD PRIOR TO FABRICATION. THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING COMPONENT LAYOUT, SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED PROFESSIONAL ENGINEER. 7, THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED TO FACILITATE THE CONSTRUCTION SCHEDULE, AND MAY CHANGE PREDICATED ON THE TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. 8. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE THOSE OF THE DELEGATED TRUSS ENGINEER, WIND UPLIFT VALUES HAVE BEEN BASED ON ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. 9. DESIGN LOADS - DEAD LOADS: FLOOR TRUSSES BOTTOM CHORD TOP CHORD ROOF TRUSSES BOTTOM CHORD TOP CHORD TOP CHORD (AT OVERBUILT AREAS) SHOP DRAWING REVIEW 10 PSF 15 PSF 10 PSF 15 PSF 5 PSF ADDITIONAL 1, SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT OF THE CONTRACT DOCUMENTS ONLY, IT SHALL BE THE RESPONSIBILITY OF THE CONTRAC- TOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY, LENGTH, ELEVATIONS, DIMENSIONS, ETC. 2. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. 3. SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS (CON- TRACT DOCUMENTS) ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM THE ENGINEER, 4. IN ALL INSTANCES, THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS CHECKED, UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER, 3. PLACE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF ALL INTERIOR LOAD BEAING STUD WALLS. BOTTOM PLATE AT THE EDGES OF SLABS SHALL BE ATTACHED TO THE SLAB WITH MIN. " DIA. EXPANSION BOLT w/ OVERSIZED WASHERS AT 32" ON CENTER. ALL OTHER SUBSTITUTIONS MUST BE APPROVED BY STRUCTURAL ENGINEERING PRIOR TO INSTALLATION. 4. ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PRESSURE TREATED BORATE SBX, PROVIDE USE GALVANIZED NAILS AND FASTENERS IN PRESSURE TREATED LUMBER, 5, STUDS SHALL BE TRIPLED AT ALL ANGLES, CORNERS AND AROUND ALL OPENINGS. HURRICANE STRAPS 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL UNO 2. SEE SIMPSON CATALOG FOR FASTENERS AND ANCHORS UNO FASTENER SUBSTITUTIONS: ALL NAILS ARE COMMON NAILS, UNLESS NOTED OTHERWISE. THE FOLLOWING FASTENERS ARE ACCEPTABLE SUBSTITUTIONS. THE ALTERNATE FASTENERS SHALL BE SPACED AT THE SAME SPACING AS THE SCHEDULED FASTENERS. SCHEDULED FASTENER 8d RING SHANK NAIL 10d COMMON NAIL 3 ROOF RIDGE ALTERNATE FASTENER 0,131 P -NAIL 10d RING SHANK NAIL, 0,148 P -NAIL GABLE ROOF ROOF SHEATHING FASTENING SCHEDULE: PANEL EDGES ()) 8d RING SHANK NAILS 6" O.C. 0 8d RING SHANK NAILS 6" O.C. 03 8d RING SHANK NAILS 6" O.C. PANEL FIELD (I) 8d RING SHANK NAILS 6" O.C. C. 8d RING SHANK NAILS 6" O.C. 8d RING SHANK NAILS 6" O.C. 19/32" CDX PLYWOOD SHEATHING WITH 8d RING SHANK NAILS @ 6" 0/C. FIELD, EDGES AND 4" 0/C DIAPHRAGM BOUNDARIES (FASCIA) CD -PIP ROOF HEADER/B 4, . ROOF FASTENING ZONES EAM SCHEDULE FOR EXTERIOR BEARING WALL AND INTERIOR BEARING WALL (USE 2X6 OR 2X8 WALL FOR EXTERIOR WALL) TYPE HEADER/BEAM H-1 H-2 H-3 H-4 2X4 WALL - 2X6 WALL - 2X4 WALL - 2 X 6 WALL - 2X4 WALL - 2X6 WALL - DOUBLE 2x8 TRIPPLE 2x8 DOUBLE 2x10 TRIPPLE 2x10 DOUBLE 2x12 TRIPPLE 2x12 4" WALL -(2) 1 3/4"x11 7/8" LVL 6" WALL -(3) 1 3/4"x11 7/8" LVL 1. PROVIDE WOOD HEADERS OVER ALL OPENINGS. IF NO HEADER IS SPECIFIED, PROVIDE H-3 AT WALLS SUPPORTING TRUSSES, AND H-1 AT OTHER WALLS. 2. AT DOUBLE 2x HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR 0,S,B,) SPACER BETWEEN MEMBERS. 3. NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" O.C. TOP AND BOTTOM AT EA. SIDE AND STAGGERED. AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2" PLYWOOD (OR O.S,B,) SPACER BETWEEN ME:MBERS. * NAIL ALL MULTI -MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12" O.C. TOP AND BOTTOM AT EA, SIDE AND STAGGERED. APPLICATION * MUTIL STUD NAILED TOGETHER W/ 10d NAILS AT 10" O.C. TOP AND BOTTOM AT EA. SIDE AND STAGGERED. UNO1 6. WALL SHEATHING SHALL BE: 5/8" (OR 19/32") APA RATED EXPOSURE 1 CDX, PROVIDE SOLID 2X BLOCKING AT ALL SHEET EDGES. 7. FLOOR SHEATHING 18 3/4" (OR 23/32") TONGUE AND GROOVE C -C PLYWOOD, OR 3/4" 0.5.13,(48/24 RATING), GLUED AND NAILED WITH 8d RING COMMON NAIL AT 6" O.C. AT SUPPORTED EDGES, AND AT 6" O.C. AT INTERMEDIATE SUPPORTS 8. ROOF SHEATHING SHALL 58 5/8" OR 19/32" CD PLYWOOD, NAILED TO TRUSSES BELOW. SEE ROOF SHEATHING NAILING SCHEDULE FOR NAIL PATTERN. PROVIDE ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES FOR 24" SPAN. PROVIDE SOLID 2x BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN ROOF SLOPE. 9. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED GRADING AGENCY, 10, ALL WOOD FOR BEAMS, BEARING WALLS, SOLE PLATES, TOP PLATES, BLOCKING, BRACING, LEDGERS CRIPPLES, SILLS, ETC., SHALL BE SOUTHERN PINE NO. 2, KD -15, OR BETTER, Fb = 1200 PSI. ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0,25 PCF OF A BORATE PRESERVATIVE TREATMENT: DISODIUM OCTOBORATE TETRAHYDRATE (DOT). WOOD FOR STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION LEVELS OF 0.42 PCF OF DOT OR MORE. NAILS, SPIKE, BOLTS USED W/ DOT SHALL BE HOT DIPPED GALV, FOR STRUCTURAL USES, AVOID BUYING TREATED LUMBER THAT CONTAINS MOPE THAN 1/2" OF HEARTWOOD. GARAGE DOOR BUCK TO MASONRY/CONC. GARAGE DOOR BUCK TO MASONRY/CONC. METAL STRAP TO SIZE 3.1" 0 NO WASHER TYPE HEADER/BEAM 1-1-5 (2) 1 3/4" x 14" LVL 1-1-6 (2) 1 3/4" x 16" LVL H-7 (2) 1 3/4" x 18" LVL H-8 (3) 1 3/4" x 18" LVL FASTENER SCHEDULE FASTENERS ROOF / WALL / FLOOR SHEATHING TYPE SPACING REMARKS APPLICATION SIZE TYPE "TAPCON" 8" 0/C, MASONRY SEE NOTE 6 FASTENER BELOW " 0 EXPANSION W/ WASHER BOLT 24" 0/C, SEE NOTE 6 BELOW 14" EMBED, 4" END. DIST., 1,!" EDGE DIST. 1" EMBED, 4" END. DIST., 3" EDGE DIST. CONTACT THIS ENGINEER FOR SPECIFIC MASONRY OR CONC. REQUIREMENTS NON-BEARING WOOD 0 EXPANSION WALL TO CONC. SLAB W/ WASHER BOLT APPLICATION WIRE LATH '.31' METAL 8 RIB LATH 24" 0/C METAL LATH © WIRE FASTENERS SIZE TYPE SPACING 16 GAUGE W/ #11 GAGE 6" APART & 1%2" MIN. EMBED 3/8" HEAD SIDE LAPS 9" 16 GAUGE W/ #1.1 GAGE 6" APART & 1.1/2" MIN. EMBED 34" HEAD SIDE LAPS 9" 4" EMBED, 4" END. DIST., 3" EDGE DIST. --- REMARKS FLOOR SI-1EATH1NG (") T&G ROOF SHEATHING (") EXP. 1 WALL SHEATHING 82" (i.i") EXP. 1 APPLICATION 0.1310 x 0.131 0 x 23/8" 16-20 RINGS/INCH 0,131 0 x 23A" 8d SMOOTH SHANK 8d RING SHANK 8d COMMON SPACING SEE PLAN SEE PLAN SEE PLAN WINDOW AND DOOR BUCK FASTENERS SIZE TYPE. 1x2 PT FURRING TO CASE HARDENED COIL MASONRY/CONC. NAIL :T LONG. SGD, AL. EXT. DOORS CASE HARDENED COIL 1 x PT, SEE NOTE #7 WINDOW BUCK 1.x PT, SEE NOTE 7 EXT. SWING. DOOR BUCK 2x PT, SEE NO1 E 7 PT WINDOW BUCK PT TO STEEL COL., SEE NOTE 7 NAIL 1-Y LONG. CASE HARDENED COIL NAIL LONG. 0 NO WASHER 0.138 0 PAF x 4" 1N/ WASHER "TAPCON" FASTENER NOTES 1 - HAND NAILING MAY BE USED IN LIEU OF POWER DRIVEN FASTENERS. 2 - STAPLES SHALL NOT BE USED FOR ANY STRUCTURAL APPLICATIONS. 3 - FASTENING OF GARAGE DOORS, WINDOWS AND EXTERIOR SWING DOORS TO FRAMING BUCKS SHALL BE AS PER MANUFACTURER'S SPECS AND/OR NOA 4 - ALL FASCIA MATERIAL SHALL BE HAND FRAMED. 5 - PAF SHALL BE HILTI X-ZF HEAVY DUTY PINS OR EQUAL SAME DIAMETER AS SPECIFIED HEREIN. 6 - FASTENER SPACING FOR THE BUCKS SHALL THE STRICTER REQUIREMENT OF THE NOA OR THE SPACING DETAILED ABOVE 7 WINDOW AND DOOR BUCKS SHALL BE AS \NIDE OR WIDER AS THE DOOR OR WINDOW FRAME EXCEPT FOR AN EXTERIOR SWING DOOR WITH A WOOD DOOR FRAME. ix MEMBERS ARE NAILED AND 2x MEMBERS ARE SECURED W/ TAPOONS OR PAF TO THE SUBSTRATE. SPACING 8" 0/C 9" 0/C STAGGERED 9" 0/C STAGGERED 12" 0/C 9" 0/C STAGGERED REMARKS 8L MAR 10 Hsi 1,111IsNOL/101-, 1111 IS -1.1(10-1 0'4 MIS ,,nr,IPUES '41111111E 011'1.1,1_,E5LE 1.1.N11,111ME101J0'q1, C00E 211 /FICI AS',/ r./,,,,,EPF:FICAIT,N (13'1f1-13 Sang -Yob Lot,: P.E. Florida No. 72328 cc) 0 (in 4-' cdf) CD 0 <r: con 0 III IA 0 0/0 20 LL1 DRAWN BY J.HERNANDEZ CHEC<ED BY SL SCALE 22 X 34 = SCALE AS NOTED 11X17 = 1/2 NOTED SCALE SHEET DATE 03-15-13 SHEET REVISION INFO REVISION INFO SHEET DESCRIPTION WINDOW/DOOR FAST MED INTO MASONRY/CONC. WINDOW/DOOR FASTEN L[) INTO MASONRY/CONC. EMBED, 4" END. DIST., LDUL D1S1. 4" END, DIST., 11," EDGE DIST. GENERAL NOTES PROJECT NAME PARKLAND GOLF & CC -MONOGRAM BROWARD COUNTY LOT/BLOCK 33D TBI NUMBER 9033 MODEL BOLANO ELEVATION NAME MEDITERRANEA\ SHEET NUMBER si.00 SERIAL NUMBER 1010.0 TOP OF COL. 1T-0-3/4" CJ1D CJ3D CJ5D C4G, C3 C2 - 01 - A6 A5- A4 - A3 A2 A1C D1 D2 D3— D4 - 0 7-3 0 0 r'r) 0 0 dL1J 0 r, 0 r"- 0 o 0 0 N. LO -, -) ---) Li 0 0 II II 1 H-H+H+ H -H -H -H -- NO =CJ5D FLAT CLG 20'-4-3/4" LH. RADIUS KNEEWALL A7G,, A9 AlOr- I Al 1 m‘° -1--- ilisomeivesemessees .112222.-2e. A 120 M 7 E CJ1D FLAT CLG 20'-4-3/4" FLAT CLG FLAT CLG 20'-4-3/4" J a- caCN ' Nf 00, 1 QDJ L 7 ------ C) RADIUS KNEEWALL _J RAISED HEEL 246" RAISED HEEI. HOLD B.CK 3 MMONOWN 111111111611 2 PLY 2' „ so r CJ1E EJ3 EJ EJ3 CJ1E CJ3D laaalaIall• IS 536" 662" a II 40 0 0 0 6'4" CC) CD LCD BEARING L'1G-IND .3/4" 2 0 ' 8 — / APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERI-ANG VV/ LEVEL RETURN HEEL HEIGHT = VARIES SEE ENG L3.1 • • ss 7_ND D ITAL A\G__-"R LEG \3 * ALL 2x HANGERS SHOWN ARE ITW AHU26 UNLESS NOTED OTHERWISE. * ALL 4x SYS42 HANGERS SHOWN ARE AHU46 UNLESS NOTED OTHERWISE. * TRUSS INSTALLER IS RESPONSIBLE FOR INSTALLING SPECIFIED HANGER FOR TRUSS TO TRUSS CONNECTIONS PER MANUFACTURER SPECIFICATIONS. ITW HANGERS UNLESS VOTED OTHERWISE AHU26 18 AHU46 © AHU28 0 SSR26 2 AHU 26- 2 1 SSL 26 2 ▪ AHU28-2 SSR46 © AGUS26-2T 3 ssi_46 0 AGUS28- 2T MSR26-2 0 AGUS26-3T • MSL26-- 2 AGUS28-3T KKTIFH-IGGQQ,25 0 A TH 422 0 SPECIAL CONNECTION BY OTHERS NO TIC 11; Field Bracing is not tie responsibility of the truss fabricator, truss designer, nor plate manufacturer. Persons erecting trusses are cautioned to seek professional advice regarding erection bracing whin is always required to prevent toppling and dominoing during erection, and permanent bracing which may be required in specific applications. Trusses snail be erected and fastened in a straight and p umb position. When no sheathing is applied directly to the top chords, they shall be braced at 24" o.c. max. Where no rigid ceiling is applied directly to the bottom chords, they snail be Braced at 6'—O" o.c. max. Trusses shall De handled with reasonable care during erection to prevent excessive damage or sersonal injury. See Engineering for connections, nailing schedules, etc. NOTE: Labeling trusses is a service, not a requirement. Engineered drawings supercede labeling of trusses. It is the responsibility of the builder to utilize engineered drawings when erecting trusses. Girder truss to girder truss connections wnich exceed the capacity of a standard hanger or truss to wall connections are the responsibility of He builder. GENERAL NOTES 1. TRUSSES SPACED 24" ON CEN TER, U.O.N. 2_. ALL WALL, BEAM & COLUMN MOUNTED TRUSS HANGERS BY BUILDER 3. SOME DOWN FRAMING E3Y BUILDER. 4, SOME VALLEY FRAMING BY BUILDER. 5, BOT.= BOTTOM OF TRUSS FROM ELEV. 0" NOTICE: PLEASE CONTACT F.Q.T. PRIOR TO ANY ALTERATION OF TRUSSES PROVIDED BY US. F.Q.T. WILL NOT BE RESPONSIBLE FOR ANY TRUSS CUT OR ALTERED WITHOUT PRIOR WRITTEN AUTHORIZATION DESIGN CRITERIA: BUILDING TYPE: RISK CATEGORY: REV: REV: 'ROOF LOADS TCLL: 30 TCDL: 161 EiCEL: 8001_.: ASCE 7/10 WIND SPEED: 170 MPH ENCLOSED EXPOSURE: 10 TOTAL: 55 1.25 ALLOWABLE NCREASE FLOO- LOADS FCLL: TCDL: BCLL: BCDL: TO T -AL: ALLOWABLE INCREASE 40 20 0 5 65 1.0 DEFLECTION 3_6_0440 DEFLECTION 360/240 D NK7 FLO di QUALITY TRUSS (954) 9/5 38z -AX: (954) 978 8980 3635 DA--< CEA HAL 3_VD VFDANO 131 -_-AC , FL.. 3306/ F--HEDP DRAWING APPFROVA THIS DRAWING IS THE SOLI- SOURCE FOR FABRICATION OF TRUSSES AND VOIDS ALL PREVIOUS ARCHITECTURAL OR OTHER LAYOUTS. APPROVAL OF THIS LAYOUT IS NECESSARY BEFORE ANY WORK CAN BE DONE. PLEASE VERIFY AND/OR INDICATE TRUSS PLACEMENT, DIRECTIONS, DIMENSIONS, BEARING CONDITIONS, PITCHES, SHAPES, OVERHANGS. CHIMNEY, CUPOLA LOADS AND CONNECTIONS SHALL BE SUPPLIED BY A/E OF RECORD. Approved By: Date: REV: --- CUSTOMER: DATE: 5/16/13 TOLL BOTHERS, INC. SCALE: 1/4"=1'-'0" SUB DIV: PARKLAND GOLF & C.C. ADDRESS: CL.00TU/NBTLY0: (:K BR 01 WMAORDDEL: B ALAN 0 3:3d ELEVATION: MEDITERRANEAN BY: CM SALES: PAGE: 2 OF 2 1DWG NO. 1 .3H S1 38