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HomeMy WebLinkAboutBLDG1307-0077-TrussesFLORIDA QUALITY TRUSS Tel,: (034) t13-33$4 FAXI (954) 9764960 1T /AM. NTILAI It VII POMPANO UEACti, PL 33064 REVIEWED 4 REVIEWED, CORRECTIONS NOTED REVISE AND RESUBMIT NOT APPROVED 0 Checking is only for conformance with the design concept of the Project and compliance with the information given in the Contract FLORIDA QI ° cilia responsible for dimensions to be airs on - c r the job site, for information that pertains solely to the fabrication processes or to techniques of construction, 3635 PARK CEN r ^4I 'r 1a 0 work of all traces POMPANO BE064`URE1 /6 �r8 t�C : FL, 53 EMAIL :FLQT EH7N T'`3 0 0 Project Name and Adress: „atv-/ER.c, LET City: Subdivision• Contractor / Builder : County: -72D L L Model: v� >91LLET• Elevation: Options: Lot / Block -31c1 P Job#: /31-1s2,7 J, STATEMENT: I certify that the engineering for the trusses listed on the attached index shee thave been designed and checked for compliance with the Florida Building code 2010. The trusses have been designed resistance to wind and forces as required by the fallowing provision; TRUSS LOADING CONDITIONS: Top chord live load: Top chord dead load: Bottom chord live load: Bottom chord dead load: Total Load: Durration factor: Wind Analysis : Mean Roof Height: Exposure Category : ROOF TRUSSES .30•o P.S.F /P.S.F 43-d P.S.F /OP d P.S.F P.S.F (7/0 . (ASCE 7-10 ....MPH) 23, 64 r'7• C.- ` Computer Program usEd Design: ALPINE FLOOR TRUSSES P.S.F P.S.F P.S.F P.S.F P.S.F Attached is a index sheet submitted in accordance with Florida State 61G15-31.003. The Pages numbered ....%.../ thru �c ••are photocopies of the original designed and approved by me. As wittness by my seal, I hereby certify that the above information is true and correct to the best of my knowledge ` k,..,, rr ir11/J/f and belief. ``�.\(P Y,AVASOG° Ili A.YEKTA KAVASOGLU, P.E A4, `•�'ty '�„. FL. REG.#41310 `r 6500 W.RODGERS CIRCLE #6000 -210 r. BOCA RATON, FL 33487- : l JJ) / ; .� Ir ot_ V ,, SEP 0 3 2013 `� s�,0f,,�; �� , \°'k` INO Truss 10 NO Truss ID NO 1 - 26 51 z 27 52. 3 28 /� 53 fi=t 7-.S A 4 s3 129 c 54 Si 130 1/1 -VC 55 6 I31 k 55 I 7 .T2 601q 32 iztrti 57 I 1 8 7 33 � 11 y 58 I 9 %� 34 M Z 59 S7 1 10 • 35 V Cry 60 11 j/C) 36 61 1 11 1312 37 7 62 C ' 38 63 14 w 39 64 C. L 115 to ,--73 40 65 16 1#/' tt^ 41 66 I 17 ''7:) A 42 167 } 118. 43 68 19 . 44 69 1 70 71 20 21 22 23 45 46 Truss ID NO Truss ID NO Truss ID NO Truss ID NO Truss ID NO Truss ID 76 101 126 151 176 • 77 102 127 152 177 78 103 128 153- 178 79 104 129 .154 179 80 I 105 130 155 180 81 1 106 • 131 156 181 • 182 1107 1132 157 182 183 1108 133 158 183 84 109 134 159 184 85 110 135 160 185 86 88 89 90 91 92 93 94 95 96' 47 72 97 48 73 98 24 1 49 74 ) 99 25 75 100 111 136 137 114 113 I 138 I ` 139 115 ( 1140 I 1 141 1142 I 87 112 116 117 118 119 120 121 122 123 124 125 143 144 161 162 163 164 165 186 187 188 189 190 166 191 167 192 168 _ 193 169 194 145 170 '195 145 171 196 147 1 172 197 148 173 198 1 149 174 199 150 175 200 This is an index sheet submitted in accordance with the Department of Professional Engineering, FL. Engineering sheets are photocopies of the original design and approved by me. ac�zkts.sla��e� A.YEKTA KAVASOGLU, P.E FL. REG.#41310 6500 W.RODGERS CIRCLE #6000 BOCA RATON, EL 33487 - SEP 0 3 2013 Florida Quality Truss Main Office:772-545-3950 AIt.Ph: - Fax:1-772-545-3690 Engineering -List Job #: 13HS247R Date: 8/29/2013 A -Customer Information: Project Information: Name: Contact: Name: TOLL BROTHERS - PAR Fill in later SAVIERO - VERSAILLES - LOT 39d UPPER ROO Address: City, State, Zip: Salesman: PAUL BRANCALEONE Designer: CRAIG MARTIN Seq. Num. 1 Notes: Qty Span Description 2 1 3 3 4 1 5 1 6 1 7 1 8 1 9 1 10 1 11 1 12 1 13 1 14 1 29-06-00 81 29-06-00 B1A 29-06-00 82 29-06-00 29-06-00 B3 B4 29-06-00 85 29-06-00 B6G 2 -Ply 29-06-00 B7 29-06-00 1138 29-06-00 B9 29-06-00 B10 29-06-00 B11G 22-04-00 01 22-04-00 C2 144.2 lbs. each 176 4 lbs. each 168 lbs. each 170.8 lbs. each 170.8 lbs. each 169.4 lbs. each 739.2 lbs. each 148.4 lbs. each 145 6 lbs. each 148.4 lbs. each 146.3 lbs. each 148.4 lbs. each 96.6 lbs each 98.00 lbs each Address: LOT 39d City, State, Zip: PARKLAND, FL Truss .11W- 170.8 1 Page 1 of 3 Slope TC/BC 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x6 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 Loading: OH - L CANT -L OH - R CANT -R 01-04-00 00-00-00 01-04-00 00-00-00 01-04-00 00-00-00 01-04-00 00-00-00 Region: Broward TC BC LL 30 0 DL 15 10 En;Oneering List STUB -L Height STUB -R 00-00-00 06-07-15 00-00-00 00-00-00 06-07-15 00-00-00 01-04-00 00-00-00 00-00-00 06-07-15 01-04-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 05-11-03 01-04-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 05-01-03 01-04-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 04-03-03 01-04-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 03-05-03 01-04-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 05-11-03 01-04-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 05-01-03 01-04-00 00-00-00 00-00-00 5.00 0.00 01-04-00 00-00-00 00-00-00 05-02-01 2x4 / 2x4 01-04-00 00-00-00 00-00-00 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 01-04-00 00-00-00 00-00-00 05-02-01 01-04-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 05-00-06 01-04-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 04-02-06 00-00-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 03-04-06 00-00-00 00-00-00 00-00-00 Seq. Qty Span Num. 15 16 1 10-00-00 1 22-04-00 C3 17 18 19 1 20 1 21 22 1 23 4 24 1 25 2 26 1 27 28 2 29 12 30 2 31 1 32 1 33 34 2 35 2 Description H1G 5 07-00-00 EJ7 4 07-00-00 EJ7B 07-00-00 EJ7A 07-00-00 EJ7C 3 05-00-00 EJ5 05-00-00 EJ5A 04-10-00 EJ48 04-10-00 IJ48 04-04-00 03-00-00 9 03-00-00 EJ44 CJ3B CJ3 03-00-00 CJ3A 01-00-00 CJ1 07-00-02 HJ5 07-00-02 06-09-04 HJ5A Truss 119.0 Ibs. each 42 lbs. each 26.60 Ibs. each r_ 32.20 Ibs. each 37.80 Ibs. each 37.8 Ibs. each 19.6 Ibs. each 23 80 Ibs. each 19.6 Ibs. each 21.7 Ibs. each 19.6 Ibs. each 9.800 Ibs. each 14.00 Ibs. each i • � 15.40 Ibs. each 8.4 Ibs. each 28 lbs. each r� 33.6 Ibs. each HJ48 26.60 Ibs. each 2 06-00-13 HJ44 04-00-00 MV4 02-00-00 MV2 25.2 Ibs. each 14 00 Ibs. each 5.600 Ibs. each Page 2 of 3 Engineering List Slope OH - L CANT -L STUB -L TC/BC 1 OH - R CANT -R STUB -R 5.00 0.00 01-04-00 00-00-00 00-00-00 2x4 / 2x6 00-00-00 00-00-00 00-00-00 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x6 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 3.54 0.00 2x4 / 2x4 I 01-04-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 00-00-00 01-04-00 00-00-00 01-04-00 00-00-00 01-04-00 00-00-00 01-04-00 00-00-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 01-10-10 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 Height 02-06-06 02-03-14 03-05-03 03-05-03 02-07-03 02-07-03 02-07-03 02-07-03 02-06-06 02-06-06 02-03-14 01-09-03 01-09-03 01-09-03 00-11-03 02-07-00 3.54 0.00 01-10-10 00-00-00 00-00-00 02-07-00 2x4 / 2x4 00-00-00 00-00-00 00-00-00 3.54 0.00 01-10-10 2x4 / 2x4 00-00-00 3.54 0.00 01-10-10 2x4 / 2x4 00-00-00 5.00 0.00 00-00-00 2x4 / 2x4 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 5.00 0.00 00-00-00 00-00-00 00-00-00 2x4 / 2x4 00-00-00 00-00-00 00-00-00 02-06-02 02-03-10 01-08-00 00-10-00 Seq. Num. Qty Span Description Truss Trusses: 81.00 Page 3 of 3 Slope OH - L TC/BC OH - R Engineering List CANT -L STUB -L CANT -R STUB -R Height Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / 61 Top chord 2x4 SP #1 Dense -13B :T2, T3 2x4 SP #2 N -13B: Bot chord 2x4 SP #1 Dense -13B Webs 2x4 SP #3-13B Lt Level Return 2x4 SP #3-138::Rt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 11.77 ft. from roof edge. 14'9" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT 170 mph wind, 23.54 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions (a) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF -S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. Deflection meets U360 live and L/240 total load. Creep Increase factor for dead load is 1.50 All wind load cases on this truss have a 1.33 duration factor. 14'9" R=1785# U=993# RL=267/-267# W=6" (Rigid Surface) DESC. = B1 PLT, TVP. -WAVE FLORIDA QUALITY TRUSS • i • { 1'1.1.: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. Mak TER RACE POMPANO BEACH, FL 33064 29'6" DESIGN CRIT•FBCIOHVHZRES/TPI.2007 FT/RT•20%(0%y 1(0) QTY= 7 TOTAL= 7 R N KUSSSS 1 UUIHt EX I Ht Mt (AHt IN hAtlHI A I INV, HANDLING, SHIPPING, INS I ALLI N(a ANU OHA(:1Nli. R R O CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC , SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING. HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC 2 R=1785# U=993# W=5" (Rigid Surface) SEQ = 669780 REV. 12.03.03.0225.15 SCALE =0.1875 TC LL 30.0psf I REF TC DL 15.0psf 1 DATE 08-29-2013 BC DL 10.0psf I DRWG BC LL 0.0psf I cm TOT.LD. 55.Opsf O/A LEN 290600 DUR.FAC. 1.25 JOB #: 13HS247R SPACING 24.0" TYPE COMN Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / B1A Top chord 2x4 SP #1 Dense -13B :T3 2x4 SP #2 N-138: Bot chord 2x4 SP #1 Dense -13B :B2 2x6 SP SS -13B: •B3 2x4 SP #2 N -13B: Webs 2x4 SP #3-13B :W2, W4 2x4 SP #1 Dense -13B: W3, W8 2x4 SP #2 N -13B: :Lt Level Return 2x4 SP #3-13B::Rt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 23.54 ft. from roof edge. 6-3/16" 12 5 5X 14'9" 1112X =6X10 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 23.54 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Calculated horizontal deflection is 0.19" due to live load and 0.25" due to dead load. (a) 1x4 #3SRB SPF -S or better "T" brace. 80% length of web member, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. or (1) continuous lateral brace equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 50 All wind load cases on this truss have a 1.33 duration factor. 14'9" 5X6 (a) H 6,8" 5X8 1113X5 R=1789# U=990# RL=267/-267# W=6" (Rigid Surface) DESC. = B1A PLT. TYP.-WAVE FLORIDA QUALITY TRUSS 'FE t.: 1954) 975-3384 FAX: (954) 978-8980 3 120 19, W. 1616 TERR.ACF, POMPANO 13EACti1 FL 33064 4 8X10 1112X4 63 =5X14 29'6" 3'3" _I_ 19'7" 1112X4 DESIGN CRIT=FBCIOHVHZRES/TP1-2007 FT/RT:20%(0%)/ 1(0) QTY= 1 TOTAL= 1 •*WARNINQ** I HUSSES KEOUIKE EX 1 REME CARL IN I ABKICA I INU, HANDLING, SHIF'T'ING, INS I ALUMS ANL) BRACING. R TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC , SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC 2. ifl N 4X6(B2) 3X4 R=1786# U=992# W=5" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1 .25 SPACING 24.0" (1/ SEQ = 669781 SCALE =0.1875 REF DATE 08-29-2013 DRWG CM O/A LEN. 290600 JOB #: 13HS247R TYPE COMN •Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / B2 Top chord 2x4 SP #2 N -13B :T1 2x4 SP #1 Dense -13B: :T4 2x4 SP SS -13B: Bot chord 2x4 SP #1 Dense -13B :B2 2x4 SP SS -13B: :B3 2x4 SP #2 N -13B: Webs 2x4 SP #3-13B :W2 2x4 SP #2 N -13B :Rt Slider 2x4 SP #3-13B: BLOCK LENGTH = 1.354':Lt Level Retum 2x4 SP #3-138. :Rt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 11.77 ft. from roof edge. 6-3/16" 12 5 14'9" 5X6 IIIEX6(R) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements 170 mph wind, 23 54 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Calculated horizontal deflection is 0.13" due to live load and 0.17" due to dead load. (a) Continuous lateral bracing equally spaced on member. Or 1x4 #3SRB SPF -S or better "T" brace. 80% length of web member. Attached with 8d Box or Gun (0.113"x2 5",min.)nails @ 6" OC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 50, All wind load cases on this truss have a 1.33 duration factor. 14'9" 5X6 R=1784# U=990# RL=267/-267# W=6" (Rigid Surface) DESC. = B2 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS ♦ 1 'TT I.: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH. FL 33064 4 14'10-3/4" (a) m/2 5X101113X5 s 29'6" B2 — 3X4 11'5" 1112)( III3X6(' 4 c1 3X4(C3) r` 8X10 = 4X5(C3) DESIGN CRIT"FBC1OHVHZRES/TPI-2007 FT/RT"20%(0%)/ 1(0) QTY= 3 TOTAL= 3 " RNIN( '• NUSOSS NSUUIHS ux1 HlMS CAHu IN FABHIUA1 ING, HANDLING, SHIPYING, INS 1 AILING ANU 6HAUINU R R O CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. R=1796# U=998# W=5" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.0psf BC DL 10.Opsf BC LL 0.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669782 SCALE =0.1875 1 REF 1 DATE 08-29-2013 DRWG O/A LEN. CM 290600 JOB #: 13HS247R TYPE COMN Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / B3 Top chord 2x4 SP #1 Dense -13B :T2 2x4 SP #2 N -13B: T3 2x4 SP SS -13B: Bot chord 2x4 SP #1 Dense -13B .B2 2x4 SP SS -13B: :53 2x4 SP #2 N -13B: Webs 2x4 SP #3-13B :Rt Slider 2x4 SP #3-13B: BLOCK LENGTH = 1.354'.Lt Level Return 2x4 SP #3-13B: :Rt Level Return 2x4 SP #3-13B: Lumber grades designated with "136" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. 5'11-3/16" -H DESC. = B3 PLT TYP -WAVE 6-3/16" =4X6(8 63X- 12 5 13' 3X r r 3,6" -I- THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (") 1 plate(s) require special positioning Refer to scaled plate plot details for special positioning requirements. 170 mph wind, 23.18 ft mean hgl, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Calculated horizontal deflection is 0.13" due to live load and 0.17" due to dead load Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 11.59 ft. from roof edge 13' _ f ^T 1115X8(R) 13'3-1/2" R=1784# U=1015# RL=240/-240# W=6" (Rigid Surface) FLORIDA QUALITY TRUSS • '1 ):L: (954) 975-3384 FAX: (954) 978-8980 3120 N. W. 16th TERRACE. 1'OM1'A,4() BEACH, FL 33064 — 'Zo- t" ,=3X4 5X81112X4 1113X4 1113X5 29'6" f FD 3X4=3X4(C3)'' k8X10 CO 4X5(C3) �� 3X4 11'5" DESIGN CRIT•FBC1OHVHZRES/TP1-2007 FT/RT•20%(0%)/ 1(0) QTY= 1 TOTAL= 1 *MrN HUSStS N UIKt EXI14 ME CAKG IN 1 AtlHICAI ING, HANDLING, SHII'YING, 1N5I ALLING ANU CHAUING. O CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC , SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING F. BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC 2 R=1796# U=1023# W=5" (Rigid Surface) \A SEQ = 669783 REV. 12.03.03.0225.15 SCALE =0.1875 TC LL 30.0psf TC DL 15.Opsf BC DL 10.Opsf BC LL 0.Opsf TOT.LD. 55.Opsf 1.25 DUR.FAC. SPACING 24.0" REF DATE 08-29-2013 DRWG CM O/A LEN. 290600 JOB #: 13HS247R TYPE COMN Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / 84 Top chord 2x4 SP #1 Dense -13B :T3 2x4 SP SS -13B: Bot chord 2x4 SP #1 Dense -13B :B3 2x4 SP SS -13B: .B4 2x4 SP #2 N -13B: Webs 2x4 SP #3-13B :W2 2x4 SP #2 N-136: :Rt Slider 2x4 SP #3-138: BLOCK LENGTH = 1.354':Lt Level Return 2x4 SP #3-13B: :Rt Level Return 2x4 SP #3-136: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50 All wind load cases on this truss have a 1.33 duration factor. 6-3/16" =4X6(8 11' -1- 12 =5X8 5 V 0-3X 7'6" 5X6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (") 1 plate(s) require special positioning Refer to scaled plate plot details for special positioning requirements 170 mph wind, 22.76 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9 00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Calculated horizontal deflection is 0.13" due to live load and 0.17" due to dead load. (a) 1x4 #3SRB SPF -S or better "T' brace. 80% length of web member, attached with 8d Box or Gun (0.113"02 5",mtn.)nails @ 6" OC. or (1) continuous lateral brace equally spaced on member. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 11.38 ft. from roof edge. 11' ///5X6(R) 1 3X4 i a8X10C3) r; 4X5(C3r 1112X4 =3X5 111241 =5X8 63 1113X6(' 1113X5 29'6" 11'3-1/2" =I= 4'4-1/2" = = R=1784# U=1022# RL=211/-211# W=6" (Rigid Surface) DESC. = B4 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS '1'1:.1.: 1954) 975-3384 FAX: (954) 978-8980 3120 N. W. 16th TERRACE. 1't)MI'AN() BEACH, I7L 33064 4 11'5" �yDyESSIIGNNiCRIIT=FBC1OHVHZRES/TP1-2007 FT/RT=20%(0%)/ 1(0) QTY= 1 TOTAL= 1 REFSR TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE NSTITUTE, tlHP,CING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2 R=1796# U=1029# W=5" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669784 SCALE =0.1875 REF DATE 08-29-2013 DRWG O/A LEN CM 290600 JOB #: 13HS247R TYPE COMN Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / B5 Top chord 2x4 SP #1 Dense -13B :T2 2x4 SP #2 N -13B: :T3 2x4 SP SS -13B: Bot chord 2x4 SP #1 Dense -13B :B2 2x4 SP SS -13B: :B3 2x4 SP #2 N -13B: Webs 2x4 SP #3-13B :Rt Slider 2x4 SP #3-13B: BLOCK LENGTH = 1.354'1A Level Return 2x4 SP #3-138: :Rt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 12 5 9' 11'6" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (**) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements 170 mph wind, 22.34 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Calculated horizontal deflection is 0.15" due to live load and 0.19" due to dead load. (a) 2x4 #3 or better "T" brace. 80% length of web member, attached with 16d Box or Gun (0.135"x3 5",min.)nails @ 6" OC or (1) continuous lateral brace equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 50. Alt wind load cases on this truss have a 1.33 duration factor 9' R=1784# U=1029# RL=182/-182# W=6" (Rigid Surface) DESC. = B5 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS (954) 9:5-3384 FAX: (954) 978-8980 .3120 N.W. 78th TERRACE POMPANO BEACH, FL 33064 29'6" 14'10-3/4" 11'5" T i0 3X4(C3) 8X10 4X5(C3 III2X� _ '� 3X4 III3X6(* ryDESIGN CRIINioT•FBC10HVHZRESRPI-2007 FT/RT•20%(0%II 1101 QTY= 1 TOTAL= 1 REFEPt YO BCSI (BUILDING COMPONENT SAFETY IN PUBLISHED BY TPI (TRUSS PLATE NSTITUTE,tlHACING 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. R=1796# U=1037# W=5" (Rigid Surface) SEQ = 669785 REV. 12.03.03.0225.15 SCALE =0.1875 TC LL 30.0psf REF TC DL 15.Opsf DATE 08-29-2013 BC DL 10.Opsf DRWG BC LL O.Opsf CM TOT.LD. 55.Opsf O/A LEN. 29osoo DUR.FAC. 1.25 JOB #: 13HS247R SPACING 24.0" TYPE COMN Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / B6G THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N -13B 'T2 2x4 SP #1 Dense -13B: :T3 2x4 SP SS -13B: Bot chord 2x6 SP SS -13B :B2 2x8 SP SS -13B' -B3 2x4 SP #2 N -13B. Webs 2x4 SP #3-13B :W4 2x4 SP #1 Dense -13B: :W5, W6 2x4 SP #2 N -13B: :Rt Slider 2x4 SP #3-13B: BLOCK LENGTH = 1.354':Lt Level Return 2x4 SP #3-13B: :Rt Level Return 2x4 SP #3-13B: Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC Special loads (Lumber Dur.Fac.=1 25 / Plate Dur.Fac.=1.25) TC- From 92 plf at -1.33 to 92 plf at 7.00 TC- From 46 pH at 7.00 to 46 pH at 22.50 TC- From 92 plf at 22 50 to 92 plf at 30.83 BC- From 20 plf at 0.00 to 20 plf at 5.06 BC- From 10 plf at 5.06 to 10 plf at 15.75 BC- From 10 plf at 15.75 to 10 plf at 24.44 BC- From 20 plf at 24.44 to 20 p11 at 27.08 BC- From 20 plf at 27.08 to 20 plf at 28.03 BC- From 20 plf at 28.03 to 20 Of at 29.50 PLB- From 10 plf at -1.29 to 10 pH at -0.10 PLB- From 10 plf at 29.60 to 10 plf at 30.79 PLT- 287.08 Ib Conc. Load at ( 7.06,23.62), (9.06,23.62), (11.06,23.62) (13.06,23.62), (14.44,23.62) PLT- 252.41 Ib Conc. Load at (16.44,23.62), (18.44,23.62), (20.44,23.62) (22.44,23.62) PLB- 696.17 Ib Conc. Load at ( 5.06,20 27), (24.44,20.94) PLB- 134.36 Ib Conc. Load at ( 7.06,20.27), (9.06,20.27), (11.06,20.27) (13.06,20.27), (14.44,20.27) PLB- 137.00 Ib Conc. Load at (16.44,20.94), (18.44,20.94), (20.44,20.94) (22.44,20.94) Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor DESC. = B6G PLT. TYP.-WAVE FLORIDA QUALITY TRUSS 11F1-: (954) 975-3384 FAX: (954) 978-8980 3 120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 T5-3/16" 3X4 1 x/16 r T _ -T 12 5 V =3X10 1- 2 Complete Trusses Required Nail Schedule:0.128"x3", min nails Top Chord: 1 Row @11.75" o c Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. (") 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements 170 mph wind, 21.93 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCp1(+/-)=0.18 Wind loads and reactions based on MWFRS. Calculated horizontal defl¢ction is 0.14" due to live load and 0.17" due to dead load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravityltads 15'6" 6X6 7 - 0 3X4( < 3X41 13X8( SX 1-5/16' R=3880# U=1905# W=6" (Rigid Surface) 8" 1112X4 005X14 111:3X6(`` H1314 14'10-3/4" DESSIIGNN�CRIwFBCIOHVHZRES/FPI-2007 FTIRT•20%(0%/' 1(0) QTY= 1 PLIES= 2 TOTAL= 2 TEFt TO SCSI (BUILDING COMPONENT SAFETY FORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, ISHACINI3 STITUTEtlHACINO 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC , SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,HISS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. 29'6" =3X10 1113X 11'5" T j v 3Xk R=3847# U=1735# W=5" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669858 SCALE =0.1250 REF DATE 08-29-2013 DRWG CM O/A LEN. 290600 JOB #: 13HS247R TYPE COMN Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / B7 Top chord 2x4 SP #1 Dense -13B :T2 2x4 SP #2 N -13B: Bot chord 2x4 SP #1 Dense -13B Webs 2x4 SP #3-13B :Lt Level Return 2x4 SP #3-13B::Rt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 11.59 ft. from roof edge. DESC. = B7 PLT. TYP.-WAVE 6-3/16" 13' =I= 3'6" 5X6 5X6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 23.18 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT ll, EXP C, wind TC DL=5.0 psf, wind BC DL=5 0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50 All wind load cases on this truss have a 1.33 duration factor. 13' R=1790# U=1018# RL=240/-240# W=6" (Rigid Surface) FLORIDA QUALITY TRUSS '11: 1.: (954) 975-3184 FAX: (914) 978-8980 3120 N. W. 16t h TRRR ACE POMPANO BEACH, I --L 33064 29'6" ryryDyyESSIIGNNCRIIT•FBC1OHVHZRESITP1-2007 FT/RT•20%(0%,V 1(0) QTY= 1 TOTAL= 1 REFER 1'iO SCSI (BUILDING COMPONENT SAFETY NFORMATIO11 N). PUBLISHED BV TPI (TRUSS PLATE NSTITUTE,e�`INu 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, 8Y AFBPA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/160A (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. R=1790# U=1018# W=5" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669787 SCALE =0.1875 REF DATE 08-29-2013 DRWG CM O/A LEN. 290600 JOB #: 13HS247R TYPE COMN Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / B8 Top chord 2x4 SP #1 Dense -136 Bot chord 2x4 SP #1 Dense -13B Webs 2x4 SP #3-13B 'Lt Level Return 2x4 SP #3-13B::Rt Level Return 2x4 SP #3-13B' Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 11.38 ft. from roof edge. 6-3/16" 11' 12 5 7'6" =5 6 =_.X6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 22.76 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9 00 ft from roof edge, RISK CAT 0, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/_)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50 All wind load cases on this truss have a 1.33 duration factor. 1)I2X \ / 1112X4 11' I— R=1790# U=1025# RL=209/-209# W=6" (Rigid Surface) DESC. = B8 PLT TYP.-WAVE FLORIDA QUALITY TRUSS 11..L:1954)975-3384 FAX, (954) 978-8980 3120 N.W. 160 TERRACE POMPANO REACH, FL 33064 1 4X6(B2t" 3X4 6 =3X4 29,6„ DESIGN CRIT=FBCIOHVHZRES/TPI-2007 FT/RT•20%(0%y 1(0) QTY= 1 TOTAL= 1 KLI6bto NeUUIKe tAl NcMt CHKn IN I-AdKICH 1IMi, I1/6 h./ G, 61-11H'ING, INS IHLLINLi HNU 8KA'IINLi. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR 70 PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING '*IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC 2. R=1790# U=1025# W=5" (Rigid Surface) REV. 12.03.03.022 5.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669788 SCALE =0.1875 1 REF 1 DATE 08-29-2013 DRWG CM O/A LEN. 290600 JOB #: 13HS247R TYPE COMN Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / B9 Top chord 2x4 SP #1 Dense -13B .T2 2x4 SP #2 N -13B: Bot chord 2x4 SP #1 Dense -13B Webs 2x4 SP #3-13B •Lt Level Return 2x4 SP #3-13B::Rt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 11.40 ft. from roof edge. I--•- 52-1/16 --...-1 DESC. = B9 PLT TYP.-WAVE 6-3/16" =4X6(8 6 -vi 1112X4 =4X8 =310 11'2" { 2'2„ T2 1114X5(R) 3X THIS DWG, PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 22.80 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind Toads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. T2" 11/5X6(R) 5X6 9' 2X4 iD v r� op co (n --.4X6(132)"4- X6(82)`4 1= {- R=17 R=1790# U=1047# RL=212/-211# W=6" (Rigid Surface) FLORIDA QUALITY TRUSS "11 1.: (954) 975-3384 FAX (954) 978-8980 3120 N. W. 16th 'T ER.R ACE POMPANO BEACIi1 FL 33064 29'6" DESIGN CRIT•FBCIOHVHZRES/TPI-2007 FTIRT•20%(0%)/ 1(0) QTY= 1 TOTAL= 1 "�WA1NINQ•� I KUS r2 HCUUIIOE 551 HCM5 UAHC IN I- 6HK:A 1 IN/i, MANULING, SNIYF'INI,, INS I ALILING ANU SHADING R O SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" INSTALLATIONN TO BUILD ENGINEEREDCTOR. ALPINE CTS,IN.,SLNT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN ANY FAILURE TO THE TRUSS N CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. R=1790# U=1051# W=5" (Rigid Surface) REV. 12.03.03.0225.15 TC LL TC DL BC DL BC LL TOT.LD. DUR.FAC. I SPACING 0 SEQ = 669789 SCALE =0.1875 30.Opsf 1 REF 15.0psf 1 DATE 08-29-2013 10.0psf DRWG 0.0psf CM 55.Opsf 1.25 24.0" O/A LEN. 29osoo JOB #: 13HS247R { TYPE COMN Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / B10 Top chord 2x4 SP #2 N -13B :T3 2x6 SP SS -13B: .T4 2x4 SP SS -13B: Bot chord 2x4 SP #2 N -13B Webs 2x4 SP #3-13B :Lt Level Return 2x4 SP #3-138 Rt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. - 52-1/16" --.-{ DESC. = B10 PLT. TYP.-WAVE 6-3/16" 12 5 112" =I= 4,2" 4X5 6'10-1/2" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 22.80 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. (a) #3 or better scab brace. Same size & 80% length of web member. Attach with 10d Box or Gun (0 128"x3",min.)nails @ 6" OC. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads MWFRS loads based on trusses located at least 11.40 ft. from roof edge 7' R=1333# U=819# RL=212/-212# W=6" (Rigid Surface) FLORIDA QUALITY TRUSS '1'1 1.1 (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO ISEACI I, FL 33044 3X4 = 3Xb P9 3X4 = 3X6 22'1" 29'6" R=1863# U=953# W=6" (Rigid Surface) DESIGN CRIT•FBC1OHVHZRES/TPI-2007 FT/RT•20%(0%)/ 1(0) QTY= 1 TOTAL= 1 I HUSSES HEOUIHE EX' HEME CAHt IN FABRI AI ING, HANDLING, SHIPPING, INS FALLING ANL) 8HAUING REFER 10 BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC , SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING. INSTALLING 8 BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC 2 7'5" R=568/-21# U=339# W=6" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" \\ SEQ = 669790 SCALE =0.1875 REF DATE 08-29-2013 DRWG CM O/A LEN. 290600 JOB #: 13HS247R TYPE COMN Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / B11G THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N -13B :T1 2x4 SP #1 Dense -13B: Bot chord 2x4 SP #2 N -13B :B2 2x4 SP SS -13B: Webs 2x4 SP #3-13B :Lt Level Return 2x4 SP #3 -13B: -Rt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC 170 mph wind, 22.73 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. 6-3/16" DESC. = B11G PLT. TYP.-WAVE 10'10" =I}. 5'10" 3X 5X6 Special loads (Lumber Dur.Fac TC- From 92 pff at TC- From 92 pff at TC- From 92 pff at TC- From 92 pff at BC- From 20 plf at BC- From 10 plf at BC- From 20 plf at PLB- From 10 plf at PLB- From 10 plf at TC- 197.32 Ib Conc. TC- 515.12 Ib Conc. BC- 248.86 Ib Conc. BC- 517.33 Ib Conc. .=1.25 / Plate Dur.Fac.=1 25) -1 33 to 92 plf at 11.17 11.17 to 92 plf at 17.33 17.33 to 92 plf at 24.50 24.50 to 92 plf at 30.83 0.00 to 20 plf at 22.44 22.44 to 10 plf at 24.47 24.47 to 20 plf at 29.50 -1.29 to 10 plf at -0.10 29.60 to 10 plf at 30.79 Load at 22.44 Load at 24.47 Load at 22.44 Load at 24.47 Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads 7'2" 5(R) 1 R=1274# U=665# W=6" (Rigid Surface) FLORIDA QUALITY TRUSS r . r (954) 975-3384 PAX: (954) 978-8980 3120 NAV. 16(h TT:RRACE POMPANO BEACH, FL 33064 T 2'7-3/16" 3X4(B1) 3 1112X4 =3x8 -=-M310 w x6 B2 1114X5(R) 22'1" 29'6" =I= R=3243# U=1494# W=6" (Rigid Surface) DESIGN CRIT-FBC10HVHZRESRP.2007 FT/RT-20%(0%)/1(0) QTY= 1 TOTAL= 1 .7ARNINQ•* 1 HUSSOS REQUIRE EX IHtMt GAHE IN 1-ABHICAI IN(i, HANDLING, SHINF'IN(i, INS IALLINU ANO BRACING R TO CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC 2 7,5" R=720# U=177# W=6" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.0psf I DUR.FAC. 1.25 SPACING 24.0" SEQ = 669791 SCALE =0.1875 REF 1 DATE 08-29-2013 DRWG CM O/A LEN. 290600 JOB #: 13HS247R TYPE COMN Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / C1 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #1 Dense -13B Webs 2x4 SP #3-13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 11.15 ft. from roof edge. DESC. = C1 PLT TYP.-WAVE • 6-3/16" 8'10" H R=1391# U=840# RL=152/-159# W=6" (Rigid Surface) FLORIDA QUALITY TRUSS t '(1.1.- (954) 975-3384 FAX: (954) 978-8980 3120 N,WV- 16th TERRACE POMP 7' 0 BEACH, FL 33064 4'8" 4X6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 22.31 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9 00 8 from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0 18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. 8'10" 22'4" DESIGN CRIT•FBC10HVH2RES/TPI-2007 FTIRT=20%(0%y 1(0) QTY= 1 TOTAL= 1 "WA5NINQ•� HUSSCS Ht UUIHt tXI KCMG UAHt IN I A8I6L 11 ING, MANULIN1. , SHII'I'IN(a, INS IALLINU ANL) "HAL.'NU REFS O SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS, UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z, ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC, 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC 2. R=1252# U=672# W=6" (Rigid Surface) REV. 12.03.03.022 5.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669792 SCALE =0.2500 1REF DATE 08-29-2013 DRWG O/A LEN. 220400 JOB #: 13HS247R TYPE COMN CM Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / C2 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #1 Dense -13B Webs 2x4 SP #3-136 •Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads T co v Z-0 6-3116" DESC. = C2 PLT. TYP -WAVE 12 5 =3X6(B2 3X4 — 6-1/4; �' = 3X4 6'10" 5X6 8'8" 3X4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.89 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. 6'10" 5X6 — R=1391# U=847# RL=123/-130# W=6" (Rigid Surface) FLORIDA.' QUALITY TRUSS '11.1.: (954) 973-3384 FAX: (954) 978-8980 3120 N. W. 160h TER.R ACE I'OM£ANO BEACH, FL 33064 =H0310 22'4" a 3X4 DESIGN CRIT•FBC1OHVHZRES/TPI-2007 FTIRT•20%(0%y 1(0) QTY= 1 TOTAL= 1 "�WARMINQ•• I KUSStS KCUUIKt tX I KtMt CAKt IN I-Al:MICA I INU, 4 NUUNU, SHII'1'INIa, INS I ALLING ANU tl<ACINU RR 90 BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2 R=1252# U=679# W=6" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669793 SCALE =0.2500 REF DATE 08-29-2013 DRWG O/A LEN. 220400 JOB #: 13HS247R TYPE COMN CM Job.(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / C3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Top chord 2x4 SP #1 Dense -13B :T1 2x4 SP #2 N -13B Bo) chord 2x6 SP SS -13B Webs 2x4 SP #3-13B W2 2x4 SP #1 Dense -13B: :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC 170 mph wind, 21.48 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 fl from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. F 12 4'10" 12'8" Special loads (Lumber Dur.Fac TC- From 92 plf at TC- From 92 plf at TC- From 46 plf at TC- From 92 plf at BC- From 20 plf at BC- From 10 plf at BC- From 20 plf at PLB- From 10 plf at TC- 189.79 Ib Conc. TC- 484.04 Ib Conc. BC- 770.91 Ib Conc. BC- 246.99 Ib Conc. BC- 512.83 Ib Conc. .=1.25 / Plate Dur.Fac.=1.25) -1.33 to 92 plf at 4.83 4.83 to 92 plf at 10 06 10.06 to 46 plf at 17.50 17.50 to 92 plf at 22.33 0.00 to 20 plf at 10.06 10.06 to 10 plf at 17.47 17.47 to 20 plf at 22.33 -1.29 to 10 plf at -0.10 Load at 11.44,13.44,15.44 Load at 17.47 Load at 10.06 Load at 11.44,13.44,15.44 Load at 17.47 Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads 4'10" R=2390# U=1077# W=6" (Rigid Surface) DESC. = C3 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS '1'1..1.: (954) 975-3384 FAX: (954) 978-8980 3t20N.W. 16111TERRACfi POMPANO IIEACIH, FL 33064 22'4" DESIGN CRIT•FBC10HVHZRES/TPI-2007 FT/RT•20%(0%)/ 1(0) QTY= 1 TOTAL= 1 ' R N •* TRUSSES NEUUIHt EXI HEMS (AHE IN hABHICA I ING, HANDLING, SHIPPING, INS IALLING ANU bNAUING R R 70 CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. R=2913# U=1177# W=6" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669794 SCALE =0.2500 REF 1 DATE 08-29-2013 1 DRWG O/A LEN. 220400 JOB #: 13HS247R TYPE COMN CM Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / H1G Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B Webs 2x4 SP #3-13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC #1 hip supports 4-4-0 jacks with no webs. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 4'4" - I - 1'4" =4X5 4X5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.37 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5 0 psf GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. (H1) = (J) Hanger not calculated (1)2x6 SP SS supporting member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1 33 duration factor. 4'4" DESC. = H1G PLT. TYP.-WAVE FLORIDA QUALITY TRUSS '11.1.: (954) 975-3384 FAX (934) 978-8980 3120 N.W. 16(1) TERRACE POMPANO REACH, FL 33064 10' 1'4" —� R=903# U=454# W=6" (Rigid Surface) DESIGN CRIT•FBC10HVHZRESRPI-2007 FT/RT•20X(0%y 1(0) QTY= 1 TOTAL= 1 yyyyAppNNI� Q•• riuSStS rttUulrfc KCMG CHMG IN rM4N4JM I (Nu, nHNULING, SI -WHIM, INS I Au.ING RNLI brIACINI, REFEP(70 SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/16/16GA (W,HISS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/7P11 SEC 2. 0) R=753# U=360# H = H1 REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669806 SCALE =0.5000 REF DATE 08-29-2013 DRWG CM O/A LEN. 10 JOB #: 13HS247R TYPE COMN Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / EJ7 Top chord 2x4 SP SS -13B Bot chord 2x4 SP #2 N -13B Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. 6-3/16" 3X4 T 6-1/4" 1 DESC. = EJ7 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.93 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4 50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. R=291# U=322# NAILED 'I'1.1.: (954) 975-3384 FAX: (454) 976-8980 3120 N.W. 16th 'Milli ACF POMPANO BEACH, FL 33064 1'4„ - R=545# U=425# RL=296/-30# W=6" (Rigid Surface) 7' DESIGN CRIT•FBCIOHVHZRES/rPI-2007 FT/RT-20%(0%)/ 1(0) QTY= 5 TOTAL= 5 'WA NiNC�' HVSatS «Uvn1s NXI <w e L ric nV rUth LA I IioL), nMNUUNG, SI"(T' 'ING, INS HLLINI, ANU SHAI:INL,. R O CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING 'IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2 ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. R=131# U=29# NAILED REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.0psf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669807 SCALE =0.7500 REF DATE 08-29-2013 DRWG CM O/A LEN. 7 JOB #: 13HS247R TYPE EJACK Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / EJ7B Top chord 2x4 SP #1 Dense -13B Bot chord 2x4 SP #1 Dense -13B Webs 2x4 SP #3-13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC All wind load cases on this truss have a 1.33 duration factor. I 6-3/16" 3X4 6-1/4" DESC. = EJ7B PLT. TYP -WAVE FLORIDA QUALITY TRUSS THIS DWG PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere In roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 50. MWFRS loads based on trusses located at least 10.96 ft. from roof edge R=252# U=281# NAILED -. 1'4„ - t954) 975-3384 FAX: (954) 978-8989 3120 N.W. 16th TER.R ACF. POMPANO, BEACH, FL 33064 1'5-5/8" �� 1'2-3/8" — - - 7' R=545# U=425# RL=296/-30# W=8" (Rigid Surface) DESIGN CRIT•FBC1OHVHZRESRP1.2007 FTIRT•20%(0%)/ 1(0) QTY= 4 TOTAL= 4 4'4" "1RNINt�" I HUS5 .S HCUUIHt CX 1 HtMI LA 4 IN rACHI(;A I ING, nANULING, SI1II'-'ING, INS IALILING ANU br(AUING R R O CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC 2 R=137# U=70# NAILED REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.0psf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669808 SCALE =0.7500 REF DATE 08-29-2013 DRWG CM O/A LEN. 7 JOB #: 13HS247R TYPE EJACK Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / EJ7A Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B Webs 2x4 SP #3-13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "1313" use design values approved 1/30/2013 by ALSC #1 hip supports 5-0-0 jacks with no webs. Left side jacks have 5-0-0 setback with 0-0-0 cant and 1-4-0 overhang. End jacks have 5-0-0 setback with 0-0-0 cant and 1-4-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang. A0 wind load cases on this truss have a 1.33 duration factor. T 6-3/16" 3X4 6-1/4" DESC. = EJ7A PLT. TYP.-WAVE FLORIDA QUALITY TRUSS 5' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.51 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure. (H1) = (J) Hanger not calculated (2)2x6 SP SS -138 supporting member. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50 \L' Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. =4X6 2' -1 1112X4 7' I—•---- 1'4„ - 1'1. 1-: (9541975-3384 FAX: (954) 978-8980 3120 79.W 16th TER.R.ACE POMPANO BEACH, FL 33064 R=650# U=336# W=6" (Rigid Surface) DESIGN CRIT•FBC1OHVHZRES/TPI-2007 FTIRT=20%(0%)/ 1(0) QTY= 1 TOTAL= 1 owARNINai.. 1 HUSS6S KtUUIKt 001 RtMt CARL IN FABRICA I INU, HANDLING, SHIIwINIi, INS 1 ALLIN(i ANU SNAUIN(i. REFER 7O BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT"' FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC , SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2 R=696# U=331# H = H1 REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669809 SCALE =0.7500 REF 1 DATE 08-29-2013 1 DRWG O/A LEN JOB #: 13HS247R TYPE HIPM CM 7 Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / EJ7C Top chord 2x4 SP #1 Dense -13B :T2 2x4 SP #2 N -13B: Bot chord 2x4 SP #2 N -13B Webs 2x4 SP #3-13B .Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC #1 hip supports 5-0-0 jacks with no webs. Deflection meets L/360 live and L/240 total load Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. 6-3/16" 3X4 DESC. = EJ7C PLT. TYP.-WAVE 6-1/4" - 5' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.51 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. (H1) = (J) Hanger not calculated (2)2x8 SP SS -13B supporting member. Left side jacks have 5-0-0 setback with 0-0-0 cant and 1-4-0 overhang. End jacks have 5-0-0 setback with 0-0-0 cant and 1-4-0 overhang. Right side jacks have 0-0-0 setback with 0-0-0 cant and 0-0-0 overhang Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 1114X5(R) 2' T2 3X4 FLORIDA QUALITY TRUSS 'I'LL: (954) 975-3384 FAX: (954) 978-8980 31 20 N.W. 16th TP.R RACE POM1IPA M) BEACH, FL 33064 1'4" -I 1'5-5/8" R=650# U=336# W=8" (Rigid Surface) 1'2-3/8" 7' DESIGN CRIT=FBC1OHVHZRES/TP62007 FT/RT+20%(0%y 1(0) QTY= 1 TOTAL= 1 4'4" REFER 70 CSI (BUILDINGCOMPONENT SAFETY NFORMATION). PUBLISHED BY TPI (TRUSS PLATENS TUTE,e1-(A`ING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (1) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. —I —1 R=696# U=331# H = H1 REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669810 SCALE =0.7500 REF DATE 08-29-2013 DRWG CM O/A LEN. 7 JOB #: 13HS247R TYPE HIPM Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / EJ5 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50 All wind load cases on this truss have a 1.33 duration factor. 6-33/" 3X4 DESC. = EJ5 PLT. TYP.-WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.51 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4 50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. R=197# U=261# NAILED FLORIDA QUALITY TRUSS /-77,! '11 L: (954) 975-3384 FAX: (954) 978-8980 3)20 N. W. loth TERR ACE POMPANO BEACH, FL 33064 1'4" -1- R=438# U=396# RL=252/-30# W=6" (Rigid Surface) 5' ryDyESSIIGNN�CRIIT•F0C10HVHZRESRPI-2007 FTIRT=20%I0%y 1(0) QTY= 3 TOTAL= 3 REFER 7O BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC , SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC 2. M N.Zo R=249# U=25# NAILED REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669813 SCALE =1.0000 REF DATE 08-29-2013 DRWG CM O/A LEN 5 JOB #: 13HS247R TYPE EJACK Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / EJ5A Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B Webs 2x4 SP #3-13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. T 6-3/16" 3X4 DESC. = EJ5A PLT. TYP.-WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.51 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5 0 psf. GCpi(+/-)=0 18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. R=193# U=250# NAILED FLORIDA QUALITY TRUSS "-- 11-.1_, (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 1601 TERRACE POMPANO BEACH, FL 33064 1'4" 1'1-3/8" R=438# U=396# RL=252/-30# W=5" (Rigid Surface) 1'3-5/8" 5' DESIGN CRINFBC1OHVHZRESRPI-2007 FT/RT=20%/0%)/1(0) QTY= 1 TOTAL= 1 •R N HUSStS N UUIHt tx l HtMt AHt IN 1 ASMI AI ING, HANDLING, SHIPPING, INS 1ALLING ANU 6NA NG. RE R O CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BV TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING **IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC , SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. 2'7" _I R=104# U=37# NAILED L SEQ = 669814 REV. 12.03.03.0225.15 SCALE =1.0000 TC LL 30.0psf REF TC DL 15.0psf DATE 08-29-2013 BC DL 10.0psf DRWG BC LL 0.0psf CM TOT.LD. 55.Opsf O/A LEN. 5 DUR.FAC. 1.25 JOB #: 13HS247R SPACING 24.0" TYPE EJACK Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / EJ48 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP 62 N -13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. T 6-3/16" 1� 3X4 DESC. = EJ48 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.48 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. R=190# U=254# NAILED E TEL: 1954) 975-3384 FAX: (954) 978-8980 3120 NAV, 16th TPR.R ACF. POMPANO BEACH, FL 33064 1'4" R=430# U=393# RL=247/-30# W=6" (Rigid Surface) 4'10" DESIGN CRIT•FBCIOHVHZRES/rPI-2007 FT/R1•20%(0%)1 1(0) QTY= 4 TOTAL= 4 e , I N n 1 NU,bt1 KCUU,NC CX I KCMG UAKt IN lA6KIL:AI IN(/, KANULING, JI'1R'MINti, IND IALLING ANU bKAUING R 1( 1'O tlCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC , SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/160A (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC 2 R=247# U=25# NAILED REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669815 SCALE =1.0000 REF DATE 08-29-2013 DRWG 0/A LEN JOB #: 13HS247R TYPE EJACK CM 41000 Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / J48 Top chord 2x4 SP #2 N -13B Bot chord 2x6 SP SS -13B Webs 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC 170 mph wind, 21.75 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 (H1) = (J) Hanger not calculated (1)2x6 SP SS supporting member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. ==-2X4(A1) 6-3/ DESC. = J48 PLT. TYP.-WAVE 12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 92 plf at 0.00 to 92 plf at 4.83 BC- From 10 plf at 0.00 to 10 plf at 4.83 BC- 289.20 Ib Conc. Load at 1.59 BC- 753.23 Ib Conc. Load at 2.90 Wind loads and reactions based on MWFRS. Right end vertical not exposed to wind pressure Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads 1112X4 R=767# U=342# W=6" (Rigid Surface) FLORIDA QUALITY TRUSS 'IT L:1954) 975-3384 FAX: (954) 978-8980 3(20 N. W 16111 TERR AC E POMPANO BEACH, FL 33064 4'10" 1113X6 R=771# U=372# H = H1 ryDyESSIIGNNICRIIT=FBCIOHVHZRESRPI.2007 FTiRT=20%(0%y 1(0) QTY= 1 TOTAL= 1 REFS R TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, tlHAt;ING 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC 2 REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.0psf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669817 SCALE =1.0000 REF DATE 08-29-2013 DRWG O/A LEN CM 41000 JOB #: 13HS247R TYPE MONO Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / EJ44 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. 1 6-3/16" 3X4 DESC. = EJ44 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS EEL: 0541975-3384 -! FAX: (954) 978-8980 3120 N. W. 16th TERRACE POMPANO BEACH, FL 33064 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.37 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads R=167# U=232# NAILED 1'4" R=404# U=383# RL=234/-30# W=6" (Rigid Surface) 4'4" DESIGN CRIT•FBCIOHVHZRESRPI-2007 FT/RT=20%(0%), 1(0( QTY= 2 TOTAL= 2 vAR NQ I KLISS6S KtUuirit 7X1 NcMS LANs IN raONILAI INIi, KANULINIi, SKP1'INLi, INS IALLINU ANU SHAC1Nli REFER 70 SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/169A (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2 R=241# U=22# NAILED REV. 12.03.03.022 5.15 TC LL 30.0psf TC DL 15.Opsf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1 .25 SPACING 24.0" SEQ = 669818 SCALE =1.0000 REF DATE 08-29-2013 DRWG CM O/A LEN. 40400 JOB #: 13HS247R I TYPE EJACK Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / CJ3B Top chord 2x4 SP #2 N-138 Bot chord 2x4 SP #2 N-138 Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 50 All wind load cases on this truss have a 1.33 duration factor 3X4(B1) R=126# U=276# NAILED R=289# U=198# RL=220# H = H1 DESC. = CJ3B PLT. TYP.-WAVE .-.a�.... _. FLORIDA QUALITY TRUSS 'I'h.t.: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 1616 TERRACE. I'Ub3P NO BEACH, EL 33064 3' R=230# U=28# NAILED THIS DWG PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.37 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere In roof, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5.0 psf. GCpi(+/_)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions (H1) = (J) Hanger not calculated (1)2x6 SP SS supporting member. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads DESIGN CRIT•FBCIOHVHZRES(TP13007 FT/RT•20%(0%(I1(0) QTY= 1 TOTAL= 1 "WARNINQ•� 1 HUSStS KtQUIHt tX1I4 Mt CAHt IN FAOHICAI ING, HANDLING, SHIPPING, INSTALLING ANU bF4ACING. R O CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING **IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669830 SCALE =1.0000 1 REF 1 DATE 08-29-2013 DRWG 0/A LEN. 3 JOB #: 13HS247R TYPE JACK CM Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / CJ3 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 50. All wind load cases on this truss have a 1.33 duration factor. T 6-3/16" 1, 3X4 DESC. = CJ3 PLT. TYP.-WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT ll, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads R=102# U=247# NAILED FLORIDA QUALITY TRUSS II- 1.: (954) 975-3384 FAX: 1954) 978-8980 3120 N.W. 16th TER RACF POMPANO BEACH, FL 33064 1'4" -1- R=357# U=609# RL=329/-29# W=6" (Rigid Surface) 3' M Q) _I R=226# U=17# NAILED DESIGN CRIT=FBCIOHVHZRES/TPI-2007 FT/RT•20%(0%// 1(0) QTY= 9 TOTAL= 9 "WAt�NINQt• I HUJbtS HtUUIHt 00I HtMt (AHC IN I-AtlhIUA I NU. MANULING, J1-1I)'1-INb, INJ I ALLINU ANL/ e(AGING RR TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W.K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.0psf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1 .25 SPACING 24.0" SEQ = 669831 SCALE =1.0000 REF DATE 08-29-2013 DRWG CM O/A LEN. 3 JOB #: 13HS247R TYPE JACK Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / CJ3A Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B Webs 2x4 SP #3-13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 1 6-3/16" 3X4 v cD 1_ DESC. = CJ3A PLT. TYP.-WAVE FLORIDA QUALITY TRUSS 3' THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5.0 psf GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50 All wind load cases on this truss have a 1.33 duration factor R=211# U=263# NAILED '1t.1.: (954) 975-3384 FAX: (954) 978-898() 3120 N.W. loch TERRACE POMPANO BEACH, FL 33064 1,4„ _ I _ 2,5„ R=356# U=608# RL=329/-29# W=5" (Rigid Surface) DESIGN CRIT•FBC10HVHZRES/TPI-2007 FT/RT•20%(0%)/ 1(0) QTY= 2 TOTAL= 2 ""WARNINQ•* I HUSSES REQUIRE EX I HEMS CARE IN FABRICAI ING, HANDLING, SHIPPING, INS IALLING AND BRACING. REFER To BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT'. FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2 (0 00 F.") (V REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669832 SCALE =1.0000 REF 1DATE 08-29-2013 DRWG O/A LEN. 3 JOB #: 13HS247R TYPE JACK CM Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / CJ1 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1,33 duration factor. T 6-3/16" 3X4 to DESC. = CJ1 PLT. TYP.-WAVE r FLORIDA QUALITY TRUSS TIE-: (954) 975-3384 FAX: (954) 978-8980 3120 N. W. 16th TER.R ACE POMPANO BEACH, IL 33064 R=-51# Rw=143# U=61# NAILED F 1'4" 1' —� u) R=353# U=670# RL=212/-28# W=6" (Rigid Surface) R=200/-11# U=13# NAILED THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 20.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional CBC member design & reactions. s. Bottom chord checked for 10.00 psf non -concurrent live load Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrert with design gravity loads. yDyESSIIG(� NNCRIIT•FBC1OHVHZRES/rP1-200] FT/RT•20%(0%y 1(0) QTY= 12 TOTAL= 12 . REFER TOB�CINCi. BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA. VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. REV. 12.03.03.02 25.15 TC LL 30.Opsf TC DL 15.Opsf BC DL 1 O.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669833 SCALE =1.0000 REF DATE 08-29-2013 DRWG CM O/A LEN. 1 JOB #: 13HS247R TYPE JACK Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / HJ5 Top chord 2x4 SP #1 Dense -13B Bot chord 2x4 SP #1 Dense -13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5 0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 5-0-0 setback jacks with no webs. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. R=318# U=219# NAILED DESC. = HJ5 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS '113.: (954) 975-3384 FAX: (954) 978-6980 • 3120N.W. 160 TERR ACE POMPANO BEACH, FL 33064 1'10-5/8" R=470# U=200# W=7-3/4" (Rigid Surface) 7'0-1/8" DESIGN CRIT•FBC10HVHZRESRPI-2007 FTIRT=20%(0%)1(0) QTY= 2 TOTAL= 2 "WARNING•. !PUSSES HtUUIRS 651 HtMO CAKE IN PABHICA I ING, HANDLING, SHIPPING, INSTALLING ANL) BRACING R O BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA. VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/160A (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. N (0 M —I R=268# NAILED SEQ = 669835 REV. 12.03.03.0225.15 SCALE =0.7500 TC LL 30.Opsf REF TC DL 15.Opsf I DATE 08-29-2013 BC DL 10.Opsf I DRWG BC LL 0.0psf CM TOT.LD. 55.Opsf O/A LEN. 70002 DUR.FAC. 1.25 JOB #: 13HS247R SPACING 24.0" TYPE HIP_JACK Job:(13HS247R) SAVIERO - VERSAILLES LOT 39d UPPER ROOF / HJ5A Top chord 2x4 SP #1 Dense -13B Bot chord 2x4 SP #1 Dense -13B Webs 2x4 SP #3-135 :Lt Level Return 2x4 SP #3-13B. Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 5-0-0 setback jacks with no webs. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. R=282# U=185# NAILED DESC. = HJ5A PLT TYP -WAVE FLORIDA QUALITY TRUSS L: ('154) 975-31$4 FAX: (954) 978-$980 • 3 (20 N. W. 16th TERRACE E POMPANO BEACH, FL 33064 1'10-5/8" 2'0-3/8" R=470# U=200# W=10-9/16" (Rigid Surface) 1'8-1/8" 7'0-1/8" *IDDESSIIGNN�CRIT•FBC1011VHZRES/rP1.2007 FTIRT-20%(0%)/ 1(0) QTY= 1 TOTAL= 1 REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE NSTITUTE,nHA(..;INt, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT' FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2 -- 3'3-5/8" i"- N R=156# U=8# NAILED REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" (0 SEQ = 669836 SCALE =0.7500 REF DATE 08-29-2013 DRWG CM O/A LEN. 70002 JOB #: 13HS247R TYPE HIP JACK Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / HJ48 Top chord 2x4 SP #1 Dense -13B Bot chord 2x4 SP #1 Dense -13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total Toad. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.47 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere In roof, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 4-10-0 setback jacks with no webs. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. R=294# U=203# NAILED DESC. = HJ48 PLT TYP -WAVE FLORIDA QUALITY TRUSS -YT1.1.: (954) 975-3384 FAX (954) 978-8980 • 3120 N. W. 16th TERRACE POMPANO REACH, FL 33064 1'10-5/8" R=465# U=193# W=7-3/4" (Rigid Surface) - 6'9-1/4" DESIGN CRIT=F9CIOHVHZRESRPI.2007 FTIRT•20%(0%)/1(0) QTY= 1 TOTAL= 1 � RNIMl3u 1-1USStS HuUUIHu tX1HtMC UAHt IN FASHICAI IN(i, MANULING, SHIPPING, INS1ALLING ANU eHA(:ING R }}22 T70 BBCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20)18)160A (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. 02 R=266# NAILED SEQ = 669837 REV. 12.03.03.0225.15 SCALE =0.7500 TC LL 30.Opsf 1 REF TC DL 15.Opsf I DATE 08-29-2013 BC DL 10.Opsf I DRWG BC LL O.Opsf CM TOT.LD. 55.Opsf O/A LEN. 60904 DUR.FAC. 1.25 JOB #: 13HS247R SPACING 24.0" I TYPE HIP_JACK Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / HJ44 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B .Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. 6-3/16.. 2X4(R) 1 DESC. = HJ44 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS 'C7.1.: (954) 975-3384 v' FAX: (954) 978-8980 3020 N. W. 16th TERRACE POMPANO REACH, FL 33064 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.36 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Hipjack supports 4-4-0 setback jacks with no webs. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads `h� R=248# U=168# NAILED 1'10-5/8" R=449# U=79# W=7-3/4" (Rigid Surface) 6'0-13/16" DESIGN CRIT•FBCIOHVHZRES/TPI-2007 FT/RT•20%(0%y 1(0) QTY= 2 TOTAL= 2 l iveNINa.• I KUSSb. REQUIRE EX I N Mt CAKE IN HA8K11003,A 1IN, HANDLING, SHIPPING, 11/ G 6 0 I ALLINANL) KG ACIN R TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALE)(ANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC 2 REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" M o N R=258# NAILED SEQ = 669838 SCALE =1.0000 REF DATE 08-29-2013 DRWG CM O/A LEN. 60013 JOB #: 13HS247R TYPE HIP JACK Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / MV4 Top chord 2x4 SP #2 N-138 Bot chord 2x4 SP #2 N -13B Webs 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 50. All wind load cases on this truss have a 1.33 duration factor. 1112X4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 22.07 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL180100212 for valley details. l-- -8-3/8" DESC. = MV4 PLT TYP.-WAVE • FLORIDA QUALITY TRUSS T)il.: (954) 975-3384 _ FAX (954) 978-8980 3120 N. W. 16th'fER.(IACP POMPANO BEACH, FL 33064 R=112pIf U=100pIf RL=38plf W=4' (Rigid Surface) DESIGN CRIT•FBC10HVNZRESNPI-2007 FTIRT•20%(0%y 1(0) QTY= 2 TOTAL= 2 "WARNING" I KuSSCS rfcUVlrit CX I rluVlC LAKE IIV rHdKll:Hl ilVla, hHNJLINv, Jnlr'r„W, IiVJ IH..nVli NIVJ drWCIIVI, REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT” FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. SEQ = 669839 REV. 12.03.03.0225.15 SCALE =1.0000 TC LL 30.0psf 1 REF TC DL 15.0psf 1 DATE 08-29-2013 BC DL 10.0psf I DRWG BC LL O.Opsf 1 cm TOT.LD. 55.0psf O/A LEN. 4 DUR.FAC. 1.25 JOB #: 13HS247R SPACING 24.0" TYPE VAL Job:(13HS247R) SAVIERO - VERSAILLES - LOT 39d UPPER ROOF / MV2 Top chord 2x4 SP #2 N -13B Bol chord 2x4 SP #2 N -13B Lumber grades designated with "13B" use design values approved 1/3012013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. 02X4(D8R) DESC. = MV2 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS 12 5 I-- -8-3/8" •. T EL: (954) 975-33E43 FAX: (954) 978-8980 • 3020 N. W. 160h TER R ACE POMPANO BEACH, FL 33064 R=223# U=127# RL=57# W=2' (Rigid Surface) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 22.56 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0 18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load. See DWG VAL1 80100212 for valley details. 1 DESIGN CRIT.FBC10HVHZRESRPI.2007 FT/RT40%(0%y 1(0) QTY= 2 TOTAL= 2 R N ' TRUSSES REQUIRE EX) REME CARE IN I-ABRICA I ING, HANOLING, SHIPPING, INS FALLING ANL) BRACING REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC , SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.0psf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669840 SCALE =1.0000 REF DATE 08-29-2013 DRWG CM O/A LEN. 2 JOB #: 13HS247R TYPE VAL t=4'.: tr. 1•44 rflt�ffl 'Ilrirtit21‘4,Att:, -PRO't ' • - jr.:11.:11,,,C,/(;,:.I„.C,Ii_ilDhfAkliti.fi' 1,c„:".,7 4, 1,1:11:11";:...- 1 • - • •. 140;1.! I 1 Summar Sheet COMMENTARY and REGOMNI hriATIoNs for INSTALLING ,&' BRAdiNG METAL - . PLATE CONNECTED WOOD TRUSSES © - - • /•), , 1,04 - , _ , , . . ... • TRUs PLATE INSTITUT 583 D'Otiofrio. Dr.; Suite -200 . • , . Madison, VVisconsIn:53719 (608) 833-5900: • • • sitiOhatiaSOonsibilitvof the installarOuilderlbuilding contractor licensed contractor truss industry, but must, due to • the. nature of responsibilities involved. be ...ereCtororeraction contractor) to orooOrt v raceiire,-tinload::stOra..handla. install and presented as a 'guide for the use of a qualified building desigrier or installer. Thus, •-bi-edb metal blate'donnected wood trOsses to omtec1hfe andorobertv:The installer ' the TrussPateIn stitute,. Inc. expressly disclaims any responsibility for damages intiS(eZercise the same high degree tiffafety.awirenessaS'yijittlanycitherstructural ansing from the use,: application or relianceOn the recommendations.. and Material.,TPI.doee not intend these recommendations tehe:interprete0 as superior iriforrnation contained herein by building designers, installerS, and others Copyright to the. firojectArchitect's or Engineers design speCification-fdi=:tf4ndling, installing by,TrussPlate. Institute, Inc. All rightsreserVed. This document or any part and bracing wood trusses for. a particular roof or fleor.--theierepotnmendatiens.are • thereof must not be reproduced in any form -without written permission of the based upon the collective:experience of leading technical personnel wood • publish.ert'Printed in the United States ofAmerica • , • ..;11.11(41:i% 11-q,fF•ti. ••;.: :11;1 110,11 tl +.."! ,Y0r. 1 TRUSS STORAGE 1 101444 '(•/3'61i4(31,11iit ••Vti:11 IV ill?. • 8.-10' 8.-10' s'7:71iitYl: :Yitiffre''' . • ar4ift,- - begins :Care 'srioUla 'he eierbiSecc:in banding re- • • i-rtmial to avoidshifting of individual tr-uSseS, WARNINfa: Do not lift.bundled trusses by the bands. Do not use damaged trusses. 0r9Perly:braced.Do nbtbrealOandSUntif bundles are Placed In a stable,hOlizbrital;poSition. DANGER: Walking on trusses -which are:lying flat is extremely dangerous and should be strictly prohibited. i,.... .., . ...4 ..-',... 1 ,.,7) 1.7%1;A IT!,iii ik .c: ,:-_ 1 ,;(13ti ;...:-:,11.Afili. i:>.61; Cif,'-; (..i'..411:-.ifill4•L, . . . . .. . _ _ . _ . 1:0(,1%.„1:1::: •:,11.:. ,,,,.(zit,it-i-o-rililQ1:4„;:, , ......____ Tag truss length Tag • ,42:ti'Lliii;rekigift Approximately Line . )•:, Thiser,sparts less thart 30'. .SpreadrBa • Approximately 1/2tovtrussiergth • Leis thlib or equal to 60' Spreader Bar Toe In. , raiki,*(116.P.1 ?.? k ' .3 411 12y 9,0: 1.74.1.44'• MECHANICAL INSTALLATLON Lifting devices should be connected to - -11 , , • the truss top chord with a closed-loop . Strotidbabict; ,'r. attachment utilizing materials such as preideraa'i slings, chains, cables, nylon strapping, Toe etc. of sufficient strength to carry the • ' In weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- rary bracing is installed. Tag Line 1—Toe In ....Approximately .. .1/2 to %truss. length -Less.thari or equal to 60' - Tag Line • •At or aboVe,- - . - - •-•• mid -height • - - '1..__NINAte_ jaV//1 1 -- - - iCooroximatel-V ' • ..I !Ste Yitrussiehgth Tat t•-!_ . ... ... .. ,-.. turi.-{; _. - •••, Gr -eater than 60' . , 10'• \NMI/. //I • • /- rAonroximately to 4,4truss lengtb Greater than 60' Strongback/ 10'1 10' .1 SpreaderBar [ --1 •- ' ' I • "•'t 11111.1r:1' t: - • • • .ta • • 4":".4o11: : 33. -:t ' tt :‘• •t'ti el • .11•4:11 Z.1:i • ..7•1.71•)109j1,'i. IFIr/tY. .01 •::!= .4,110,•:. I GROUN.D BRACING:BUILDING INTERIOR ;;WIMIr/to `Or 161..fittdct d grotsiPO'flrussial End inlace (E(3), fet-, • Ground bracts ertical (GBv) , Ground brace latoraf (LBG) • Ground bra-e—c! diagonals (GBD) Note: 2nd (tool- sYstorit shall havLo adequate capacity to 'euePert ground braac:i. 2nd floor • 1.t floor 0130 [GROUND BRACING: BUILDING EXTERIOR I Top Chord LBT Typical vertical attachment Plan Blocking Ground Brace Verticals GB) \.> LTop Chord Ground bracc diagonals ()- Ground brace vertical (GBv) / r •Z' End Wall Sid •".• /-•>, Backuptt:1 ground tdake ; Strut '17 11 Driven ground stake:: • CAUTIQN: Ground bracing required for all installations. • • ..'it -truss of br group of trua, • - .T.',Enctbrace (EB) • • 1 Typical horizontal tic member with muttiple ctakca (HT) A ab 12 4 or greater SPAN Up to 32' Over 32' - 48' Over 48' - 60' Over 60' MINIMUM PITCH 4/12 4/12 4/12 TOP CHORD LATERAL BRACE SPACING(LBs) 8' 6' 5' TOP CHORD DIAGONAL BRACE :SPACING (°8s) E# trusses] SPF/HF 1 20 15 1 10 6 See a registered professional engineer OF'-:Deuglaa Fir -Larch HP7 . , Air afei.a 7 4 1 SP - Southern Plne SPF --Spruce-Plne-Fir Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required Top chords that are laterally braced can buckle togetherand causecollapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. PITCHED TRUSS I I v! t. • s •••:. ttit • I • t if a •!•:: it! . . tl•tt:1 'tt> SPAN 1Up to 28' IOver 28' - 42' Over 42' - 60' Over 60' TOP CHORD MINIMUM IOP CHORD ,DIAGONALBRACE PITCH LATERAL BRACE SPACING (pa) OIFFERENCEiiSPACING:(LBg) trusses] 1 SP/OF SPF/HF 2.5 7' 1 17 12 3.0 6' 1 9 6 3.0 5' I 5 3 See a registered professional engineer DF -•Douglas Fir -Larch SP - Southern Pine. SPF - Spruce -Pine -Fir HF - Hem -Fir Continuous Top Chord Lateral Brace Required 10" or Greater Attachment Required • All lateral braces lapped at leaSt 2 trusses. -2.5 I 1 NJ/ Ng, Top chords that are laterally braced can buckle togetherand causecollapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS I 12 4 or greater SPAN Up to 32' Over 32' - 48' Over 48' - 60' Over 60' BOTTOM CHORD BOTTOM CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBS) PITCH SPACING(LB:S) [# trusses] 4/12 4/12 4/12 15, 15' 15' 20 10 6 15 7 4 See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Bottom c{iord`,dia d.ri. bracing repeated:. at:each end.. of. the..buil.ding and at: same. spacing as"top ciiordidiagonal:bracing.. • All lateral braces lapped at least 2 trusses. BOTTOM; CL- ORD PLANE ;1.1 { Cross bracing repeated at each end of the building and at 20' intervals. WEB MEMBER PLANE l .o Permanent continuous lateral bracing as specified by the truss engineering. o =45° N z.A5 TOP CHORD TOP CHORD DIAGONALBRACE MINIMUM LATERAL BRACE SPACING (DBS) SPAN DEPTH SPACING(LBS) trusses]... SN/'uk s-Nriftr Up to 32' Over 32' - 48' Over 48' - 60' Over 60' 30" 42" 48" See a registered professional engineer 8' 6' 5' 16 6 4 10 4 2 DF --Douglas Fir -Larch SP - Southern Pine HF -. Hem -Fir SPF - Spruce -Pine -Fir 2; 2x4/2x6 PARALLEL CHORD TRUSS Top chords that are laterally braced can buckle togethe, and cauetcollapee if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Continuous \ Top Chord Lateral Brace l 1 Required Nf 10° or Greater N> Attachment Required 30 or h greater • The end diagonal brace for. cantilevered . trusses must be :placed on vertical webs:in line with the support. • End diagonals are " 414 j,+4)- stability arid must be dup.- :r:ti:iT • botifiinds:of.the trusssystem: , �;'i�';t'! alt -i• i+• , . •oi 5 iIt llu:,t. 4x2 PARALLEL CHORD TRUSS:TOP CHORD Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. l�� l 15 `meg l Continuous Top Chord Lateral Brace Required 10° or Greater Attachment Required All lateral braces lapped at least two trusses. End diagonals are essential for stability and must be duplicated on both ends of the truss system. 45o Trusses musthave lum- ber oriented in the hori- zontal direction to use this brace spacing. TOP CHORD TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBS) SPAN PITCH SPACING(LBs) [##trusses] ISP/DF. SPF/HF Up to 24' 3/12 8' I 17 12 I 1 Over 24' - 42' 3/12 7' I 10 6 1 Over 42' - 54' 3/12 6' 1 6 4 Over 54' See a registered professional engineer DF - Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. I MONO TRUSS 1 12 \—1 3 or i'\ greater N,6"' / (Cg i. s/ ''•:: / N. 8• (<9 All lateral braces dapped at least 2 trusses. Continuous Top Chord Lateral Brace Required 10° or Greater Attachment/il Required /, I INSTALLATION TOLERANCES PLUMB D(in) I D/50 D(ft) Truss Depth D (in) \� Maximum Misplacement 12" I 1/4" 1' 24" ++1 1/2" 2' 36" I 3/4" 3' 48" 1 1" 4' . x' 60" 1-1/4" 5' 1 72" 1 1-1/2" 6' 84" 1 1-3/4" 7' 96" 2" 1 8' 108" 1 2" 9' i Lesser of / D/50 or 2" Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES. WARNING: Do not cut trusses. Length L(in) L(in) L(in) L/200 L(ft) 50" I 1/4" 4.2' 1100" I 1/2" 8.3' 1150" 13/4" I 12.5' tLesser of L/200 or 2" BOW L(in) r :::::: . .... . 1 Lesser of t_ L/200 or 2" I L(In) L/200 L(ft) I 1 200" 1" 116.7' I 1 250" 1-1/4" 120.8' 1 300" 1-1/2" 125.0' OUT -OF -PLANE INSTALLATION TOLERANCES. • • DANGER::- Under no circumstances should • construction Toads of any description be placed on unbraced trusses. FLORIDA QUALITY TRUSS I 1 'rel.: (934) 1:13-33$4 PAX t (934) 971340 len ?Aim c t xrslt urn POMPANO BKAC:14,. !2.73004 Project Name and Adress:Y1€/R.3 City: Subdivision. Contractor / Builder : REVIEWED Afppp REVIEWED, CORRECTI, ONS NOTED REVISE AND RESUBMIT NOT APPROVED 0 Checking is only for conformance with the design concept of the FLORIDAt with the information given in the Contract Q� �t1 ��l'• is responsible for dimensions to be con- firmed and correlated at the job site, for information that pertains 3635 PARK CEN ? l :j= , ri9 gcesses or to techniques of construction, and or c' tr•i ation o e work of all traaes POMPANO BfJCI FNATURE BY: 24.16 u13 L E MAIL : FLui NfifLLSUU I li.Nt I Oct -V'.!H-iL LES County: Lot / Block 3 77c. L. L Model: 1 ?% '�LLF7. Elevation: Options: Job it: /?H$24y77— STATEMENT: I certify that the engineering for the trusses listed on the attached index shee thave been designed and checked for compliance with the Florida Building code 2010. The trusses have been designed resistance to wind and forces as required by the fallowing provision; TRUSS LOADING CONDITIONS: ROOF TRUSSES FLOOR TRUSSES Top chord live load: P.S.F 40s ,o P.S.F Top chord dead load: P.S.F 2D t P.S.F Bottom chord live load: P.S.F c- 0 P.S.F Bottom chord dead load: P.S.F --St J P.S.F Total Load: P.S.F 6cli 4:::+ P.S.F Durration factor: /. O� Wind Analysis : 1 "7"° . (ASCE 7-10 ....MPH) Mean Roof Height: 1,eri-, 0.0 'F-"7 Exposure Category : r _ . Computer Program usEd Design: ALPINE Attached is a index sheet submitted in accordance with Florida State 61G15-31.003. The Pages numbered ..../..../ thru...5b3re photocopies of the original designed and approved by me. As wittness by my seal, I hereby certify that the above information is true and correct to the best of my knowledge ', tike fEj and belief. A.YEKTA KAVASOGLU, P.E FL. REG.#41310 6500 W.RODGERS CIRCLE #6000 BOCA RATON, FL 33487- 5Ep r, 2013 d � I NO I Truss ID 1 dpi 2 3 � 5 7 /-7717 8 Tty FF34 10 +f^ 135 I9 NO' truss ID NO 26 1 A S1 27 1' Truss ID 28 t 53 " r 78 29 f C 54 I 79 NO Truss ID NO Truss ID NO Truss ID NO Truss ID NO Truss ID 76 101 126 151 77 30 31 32 55 33 11 112 / 37 13 38 39 74I4O 16 o f 41 17 {'�j� 42 14 15 18 19 20 21 22 r ici P2 23 pJ 148 25 If)4 50 43 ,071 4 `/ It) 57 T9 - 3I I 25'1 I0 3g2 41-9 1. 44 45 46 47 49 524, (3372 c3 73 I I77 74 75' 80 81 82 102 103 104 105 106 107 58 58 59 60 iI. 61 62 63 64 65 66 67 68 69 70 71 83 84 85 86 87 88 89 90 91 92 93 108 109 110 111 112 113 114 115 116 117 118 94 95 97 98 99 100 119 120 121 122 1123 1 11241 1 125 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 152 • 153 .154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 . 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 This is an index sheet submitted in accordance with the Department of Professional Engineering, L. Engineering sheets are photocopies of the original design and approved by me. A.YEKTA KAVASOGLU, P.E FL. REG.#41310 6500 W.RODGERS CIRCLE #6000 BOCA RATON, FL 33487 - SEP n3 2013 `,°'moi ^ IAS® 194 195 196 197 198 199 200 Florida Quality Truss Engineering -List Main Office:772-545-3950 AIt.Ph: - Fax:1-772-545-3690 Job t/: 13HS247F Date: 8/29/2013 -Customer Information: Project Information: Name: TOLL BROTHERS - PAR Address: City, State, Zip: Salesman: PAUL BRANCALEONE Designer. CRAIG MARTIN Seq. Qty Num. 1 6 2 3 4 5 6 6 7 1 8 1 Span 22-02-08 F1 19-00-12 F2 17-10-15 F3 15-10-15 17-01-08 16-02-13 F4 F5 F6 15-01-08 F7 14-02-13 F8 9 9 13-06-12 13 14 F9 Contact: Fill in later Notes: Description 02-10-00 F10 01-03-00 F11 24-02-12 FG1 2 -Ply Truss 138.6 lbs. each 106A lbs. each 100.8 lbs. each Name: SAVIERO - VERSAILLES - LOT 39d FLOOR LOW Address: LOT 39d City, State, Zip: PARKLAND, FL 100.8 lbs. each 96.6 lbs. each 95.20 lbs. each 100.8 Ibs. each 85.4 lbs. each 82.60 lbs. each 10.1..."1 lbs. each 19.60lbs. each 571.2 lbs. each 1 21-11-08 FG2 2 -Ply 576.8 lbs. each 14-05-12 FG3 2 -Ply 308 0 lbs each Page 1 of 3 Slope TC/BC 0.00 0.00 0 / 0 0.00 0.00 0 / 0 0.00 0.00 0 / 0 Region: Broward Loading: TC BC LL 40 0 DL 20 5 Engineering List OH - L CANT -L STUB -L Height OH - R CANT -R STUB -R 00-00-00 00-00-00 00-00-00 01-06-00 00-00-00 00-00-00I 00-00-00 I 00-00-00 00-00-001 00-00-00 01-06-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 01-06-00 00-00-00 00-00-00 00-00-00 0.00 0.00 00-00-00 0 / 0 00-00-00 0.00 0.00 0 / 0 0.00 0.00 0 / 0 0.00 0.00 0 / 0 00-00-00 00-00-00 01-06-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 01-06-00 00-00-00 00-00-00I 00-00-00 00-00-00 00-00-00 00-00-00 01-06-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 0.00 0.00 00-00-00 0 / 0 00-00-00 0.00 0.00 0 / 0 0.00 0.00 0 / 0 0.00 0.00 0 / 0 0.00 0.00 2x4 / 2x4 0.00 0.00 2x6 / 2x6 00-00-00 00-00-00 01-06-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 0.00 0.00 00-00-00 2x4 / 2x4 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 01-06-00 00-00-00 00-00-00 01-06-00 00-00-00 00-00-00 01-06-00 00-00-00 00-00-00 01-06-00 00-00-00 00-00-00 02-00-00 00-00-00 00-00-00 01-06-00 00-00-00 00-00-00 01-06-00 00-00-00 00-00-00 Seq. Qty Span Num. 1 06-07-04 FG4 Description Truss 2 -Ply 134.4 Ibs. each 1 ' 50-07-00 A1G 2 -Ply 1414 Ibs. each 1 50-07-00 A2 340.2 Ibs. each .. s iln 1 42-00-08 WG1 1 I 3 -Ply 5746 lbs. each ! \, 1 20-05-12 C4G 2 -Ply 492.8 Ibs. each 1 20-08-00 C5G 15-01-12 D1 15-01-12 D2 15-01-12 D3 15-01-12 D4 15-01-12 D5 1 15-04-00 D6 1 15-04-00 D7G 7 10-09-00 El 1 10-02-00 1 105.0 Ibs each // �\\v_ 88.20 Ibs. each 78 4 Ibs. each 79.8 lbs. each 74 20 Ibs. each �---� 72.80 Ibs. each 85.4 Ibs. each 92.40 Ibs. each ISI 57 40 Ibs. each G1G 2 -Ply 291.2 Ibs. each 15 07-00-00 EJ7 5 07-00-00 EJ7B 1 107-00-00 1 . 07-00-00 7 2 2 05-00-00 04-10-00 03-01-13 EJ7D EJ7E EJ5 EJ48A J31 26.60 Ibs. each 32.20 Ibs. each 36.40 lbs. each 33.6 Ibs. each 19.6 lbs each 23.80 Ibs. each 15.40 Ibs. each Page 2 of 3 Engineering List Slope OH - L CANT -L STUB -L TC/BC OH - R CANT -R STUB -R 0.00 0.00 00-00-00 00-00-00 00-00-00 2x4 / 2x4 00-00-00 00-00-02 00-00-00 5.00 0.00 2x6 / 2x6 5.00 0.00 2x6 / 2x6 0.00 0.00 2x4 / 2x6 5.00 0.00 2x4 / 2x6 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x6 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 01-04-00 00-05-00 00-00-00 00-00-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 00-00-00 01-04-00 00-00-00 00-05-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 01-04-00 00-00-00 01-04-00 00-00-00 01-04-00 00-00-00 01-04-00 00-00-00 01-04-00 01-04-00 01-04-00 01-04-00 01-04-00 00-00-00 01-04-00 00-00-00 01-04-00 00-00-00 01-04-00 00-00-00 01-04-00 00-00-00 01-04-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-05-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 Height 01-03-00 03-05-03 04-03-03 10-02-12 02-10-14 02-07-03 05-00-14 04-02-14 03-04-14 03-08-09 03-08-09 03-04-06 02-06-06 04-11-15 02-07-03 00-00-00 00-00-00 03-05-03 00-00-00 00-00-00 00-00-00 00-00-00 03-05-03 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 00-00-00 00-00-00 00-00-00 03-01-00 02-09-11 02-07-03 02-06-06 01-09-15 4 Seq. Num. 37 38 39 40 41 42 43 44 45 46 47 48 49 50 Qty Span Description 2 02-05-11 J25 14.00 Ibs. each Truss 2 05-05-10 BJ56 26 60 Ibs. each 2 02-08-02 BJ28 2 05-05-09 BJ55 1 1 2 2 04-08-06 BJ48 03-09-00 BJ4 04-06-13 ,J46 03-03-10 J34 4 03-09-14 J39 2 6 6 1 2 05-00-00 CJ5 03-00-00 CJ3 01-00-00 CJ1 09-10-01 HJ7 07-00-02 HJ5 Trusses: 130.00 14 00 Ibs. each 22 40 Ibs. each 19.6 Ibs. each 14 Ibs each 23.80 Ibs each 21 Ibs. each 16.8 Ibs. each 19.6 Ibs. each 14.00 Ibs. each 8.4 Ibs. each 46.2 Ibs. each Page 3 of 3 Slope TC/BC 5.00 0.00 2x4 / 2x4 , 4.39 0.00 2x4 / 2x4 OH - L OH - R 01-04-00 00-00-00 Engineering List CANT -L STUB -L Height CANT -R STUB -R 00-00-00 00-00-00 01-06-09 00-00-00 00-00-00 01-05-13 00-00-00 00-00-00 02-06-01 00-00-00 00-00-00 00-00-00 4.39 0.00 01-05-13 00-00-00 00-00-00 01-05-14 2x4 / 2x4 00-00-00 00-00-00 00-00-00 4.55 0.00 01-05-04 2x4 / 2x4 00-00-00 4.55 0.00 2x4 / 2x4 4.55 0.00 2x4 / 2x4 4.58 0.00 2x4 / 2x4 4.58 0.00 2x4 / 2x4 01-05-04 00-00-00 00-00-00 00-00-00 01-05-07 00-00-00 01-05-07 00-00-00 4.86 0.00 01-04-07 2x4 / 2x4 00-00-00 5.00 0.00 01-04-00 2x4 / 2x4 00-00-00 5.00 0.00 2x4 / 2x4 5.00 0.00 2x4 / 2x4 3.54 0.00 2x4 / 2x4 3.54 0.00 2x4 / 2x4 00-00-00 00-00-00 02-07-00 00-00-00 00-00-00 00-00-00 00-00-00 02-03-07 00-00-00 00-00-00 00-00-00 00-00-00 02-03-07 00-00-00 00-00-00 00-00-00 00-00-00 02-03-02 00-00-00 00-00-00 00-00-00 00-00-00 01-09-05 00-00-00 00-00-00 00-00-00 00-00-00 02-00-13 00-00-00 00-00-00 00-00-00 00-00-00 02-07-03 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 01-09-03 00-00-00 00-00-00 00-00-00 01-04-00 00-00-00 00-00-00 00-11-03 00-00-00 00-00-00 00-00-00 01-10-10 00-00-00 01-10-10 00-00-00 00-05-09 00-00-00 03-05-00 00-00-00 00-00-00 00-00-00 00-00-00 02-07-00 00-00-00 00-00-00 Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / Fl Top chord 4x2 SP #1 Dense -13B Bot chord 4x2 SP #1 Dense -13B :B2 4x2 SP SS -13B: Webs 4x2 SP #3-13B 'W4, W17 4x2 SP #2 N -13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Special loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 120 Of at 0.13 to 120 plf at 22.08 BC- From 10 plf at 0.00 to 10 plf at 22.21 BC- 100.00 Ib Conc. Load at 10.10,12.10 =1X4( THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT + 2x6 continuous strongback. See detail STRBRIBR0211 for bracing and bridging recommendations Max JT VERT DEFL: LL: 0.46" DL: 0.60" recommended camber 3/4" Deflection meets L/360 live and L/240 total toad. Creep increase factor for dead load is 1 50 Truss must be installed as shown with top chord up. 4X6 =4X10 1112X4 =4X8 1117X6 =4X5 =4X5 1117X6 W=3X4 1112X4 3X4 R=1529# W=7-1/4" (Rigid Surface) DESC. = F1 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS TEL: (954) 975-3184 " FAX: (954) 978-8980 3120 NAV. 16( It TES ACF POMPANO BEACH, FL 33064 =5X14 W=H0310 1112X4 =3X10 n III X4=3X10 22'2-1/2" =5X14 =4X10 71 1X4(R) 3X4 R=1529# W=7-1/4" (Rigid Surface) ryDESSIIGNNCRIIT=FBCIOHVHZRES/TP1.2007 FTIRT•12%(0%)I 1(0) QTY= 6 TOTAL= 6 REFER TIO tlHACING. BCSI (BUILDING COMPONENT SA ETV INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. REV. 12.03.03.0225.15 TC LL 40.0psf TC DL 20.0psf BC DL 5.0psf BC LL 0.Opsf TOT.LD. 65.0psf DUR.FAC. 1.00 SPACING 24.011 SEQ = 669762 SCALE =0.2500 REF DATE 08-29-2013 DRWG CM O/A LEN, 220208 JOB #: 13HS247F TYPE SY42 Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / F2 Top chord 4x2 SP #1 Dense -13B :T2 4x2 SP #2 N -13B: Bot chord 4x2 SP #1 Dense -13B Webs 4x2 SP #3-13B :W4 4x2 SP #2 N -13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC 1 co DESC. = F2 PLT. TYP.-WAVE =4X8 1X4(P 3X4 1- R=1232# W=7-1/4" (Rigid Surface) FLORIDA QUALITY TRUSS I1 I.: (1154) 97S-3384 FAX (994) 978-8980 3120 N. W l6th TERRACE I'011.1PAN0 BEACH, FL 33064 1112X4 W4 =4X12 2'6"— =3X6 1112X4 W=H0310 3X5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and bridging recommendations. Max JT VERT DEFL: LL. 0.32" DL: 0.41" recommended camber 1/2" Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. 3X5 1112X4 W=3X4 19'0-3/4" III2X4 rp /1/ 1112X4 =4X8 3X4 DESIGN CRIT•FBC1OHVHZRESRPI-2007 FTIRT•12%(0%)/ 1(0) QTY= 6 TOTAL= 6 *R745NINQ** 1I USSES REQUIRE EXI KEME GARS IN hAbKIGAI ING, HANDLING, SHIPPING, INS IALILING ANO ES RA REFER TO CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY /I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. =4X10 1X4(R) R=1216# W=3-1/2" (Rigid Surface) SEQ = 669763 REV. 12.03.03.0225.15 SCALE =0.3750 TC LL 40.Opsf REF TC DL 20.Opsf DATE 08-29-2013 BC DL 5.Opsf DRWG BC LL 0.Opsf CM TOT.LD. 65.Opsf 0/A LEN. 190012 DUR.FAC. 1.00 JOB #: 13HS247F SPACING 24.0" TYPE SY42 lob:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / F3 Top chord 4x2 SP #1 Dense -13B Bot chord 4x2 SP #1 Dense -13B Webs 4x2 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC �— 2'6" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.25" DL: 0.33" recommended camber 3/8" Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. H' R=1155# W=7-1/4" (Rigid Surface) DESC. = F3 PLT. TYP.-WAVE • FLORIDA QUALITY TRUSS TEL: (954) 975.3384 E A.X: (954) 978-8980 3120 N. W. 16t1, TER R ACE POMPANO BEACH, FL 33064 3X4 DESIGN CRIT.FBC10HVHZRES/TPI-2007 FT/RT.12%(0%y 1(0) QTY= 1 TOTAL= 1 ..W A NINQ•� I BUSSES R5UUIRt EX RtMt CARE IN (-ABRICAI ING, HANDLING, SHIPPING, INS LALLING AND BRACING R TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2 =4X12 1112X4 R=1153# W=4-1/4" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 40.0psf TC DL 20.0psf BC DL 5.0psf BC LL 0.0psf TOT.LD. 65.0psf DUR.FAC. 1.00 SPACING 24.0" =0/2" 7 1 SEQ = 669764 SCALE =0.3750 REF DATE 08-29-2013 DRWG CM 0/A LEN. 171015 JOB #: 13HS247F TYPE SY42 >b:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / F4 Top chord 4x2 SP #2 N -13B Bot chord 4x2 SP #1 Dense -13B Webs 4x2 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC 4X8 T. 1X4(R) (D 1 DESC. = F4 PLT. TYP.-WAVE 1111X4 13X4 H^ R=1025# W=7-1/4" (Rigid Surface) FLORIDA QUALITY TRUSS '1'1 (954)2. 975-3384 FAX: (954) 978-8980 .312.0 N. W. 16th TER.R ACG POMPANO BEACH, FL 33064 4X10 2'6" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and bridging recommendations Max JT VERT DEFL: LL: 0 26" DL 0 31" recommended camber 3/8" Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. =4X5 1113X6 1 3X4 15'10-1/4" DESIGN CRIT•FBC1OHVHZRES/TPI-2007 FTIRT•12%(0%)/ 1(0) QTY= 1 TOTAL= 1 ryyppNIN 1 HUSStS 1) UUIKt tXI KtMt 1:AKt IN 1-AeKII:A I !NU, HANDLING, SHIF'HINU, INS I ALLING ANU bKAGINU REFER 7O BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC , SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC 2 3X5 =4X6 R=1023# W=4-1/4" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 40.0psf TC DL 20.Opsf BC DL 5.Opsf BC LL 0.Opsf TOT.LD. 65.Opsf DUR.FAC. 1.00 SPACING 24.0" SEQ = 669765 SCALE =0.5000 REF DATE 08-29-2013 DRWG CM O/A LEN. 151015 JOB #: 13HS247F TYPE SY42 )b:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / F5 Top chord 4x2 SP #1 Dense -13B :T2 4x2 SP #2 N -13B: Bot chord 4x2 SP #1 Dense -13B Webs 4x2 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC =4X8 1112X4 2'6„ _—{ =3X5 1112X4 3X4 - N 147 R=1106# W=7-1/4" (Rigid Surface) DESC. = F5 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS 71.1.1 (954) 975-3384 FAX (954) 978-6980 .3120 N. W. 1 ht h TER.R AC F/ POMPANO BEACH, FL 33064 =4X10 W=H0310 =3X4 17'1-1/2" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.23" DL: 0.31" recommended camber 3/8" Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load Is 1 50. Truss must be installed as shown with top chord up. ryOyESSIIONNICRIIT•FBC1OHVHZRESRPI.2007 FTIRT•12%(0%y 1(0) QTY= 1 TOTAL= 1 REFER 70 BCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE NSTITUTE,tlHAC;ING. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W.K/H.SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC 2 R=1090# W=3-3/16" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 40.0psf TC DL 20.Opsf BC DL 5.Opsf BC LL 0.Opsf TOT.LD. 65.0psf DUR.FAC. 1.00 SPACING 24.0" SEQ = 669766 SCALE =0.3750 REF DATE 08-29-2013 DRWG CM O/A LEN. 170108 JOB #: 13HS247F TYPE SY42 jb:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / F6 Top chord 4x2 SP #1 Dense -13B Bot chord 4x2 SP #1 Dense -13B Webs 4x2 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC T tD 1 DESC. = F6 PLT, TYP.-WAVE =4X8 1-r— 2.6" —H 1112X4 =3X4 1112X4 3X4 R=1048# W=7-1/4" (Rigid Surface) FLORIDA QUALITY TRUSS 'IT 1,.: 4954) 975-3384 FAX: (954) 978-8980 3120 N. W. 16th TER,R,ACF. POMPANO BEACH, FL 33064 162-13/16" 1112X4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and bridging recommendations Max JT VERT DEFL. LL. 0 23" DL: 0.31" recommended camber 3/8" Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 50 Truss must be installed as shown with top chord up. 3X6 1113X5(R) 1112X4 ryDyESSIIGNN�CRIIT=FSCIOHVHZRESRPI-2007 FT/RT•12%10%y 1(01 QTY= 1 TOTAL= 1 •REFER 70 RCS! (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC 2 1X4(R) 1112(4 I R=1032# W=4-15/16" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 40.0psf TC DL 20.0psf BC DL 5.0psf BC LL 0.0psf TOT.LD. 65.0psf DUR.FAC. 1.00 SPACING 24.0" SEQ = 669767 SCALE =0.3750 REF DATE 08-29-2013 DRWG CM 0/A LEN. 160213 JOB #: 13HS247F TYPE SY42 Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / F7 Top chord 4x2 SP #1 Dense -13B :T2 4x2 SP #2 N -13B: Bot chord 4x2 SP #1 Dense -13B Webs 4x2 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC 1 DESC. = F7 PLT TYP-WAVE • 1 X4(R) F 2'6" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.21" DL: 0.25" recommended camber 1/4" Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 50 Truss must be installed as shown with top chord up 3X4 R=977# W=7-1/4" (Rigid Surface) FLORIDA QUALITY TRUSS 'I'1. 1.: 4954) 975-3384 • FAX: (954) 978-8980 31 20 N. W. 1601TCRRACE POMPANO BEACH. FL 33064 15'1-1/2" DESeIG'NIICRIT•FBC1011VRZRESTTPI-2007 FT/RT•12%(0%)I 1(0) QTY= 1 TOTAL= 1 "WA I N tl�� HUSSCS F:CUUIKt CXI NEMC CAKt IN FAt1Kl/..AI INV, KANULING, SKIMPING, INS IALLING ANU tlr(AU:NG R O CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BV TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA. VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC , SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W, WSS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/7P11 SEC 2 3X6 R=960# W=5-11/16" (Rigid Surface) T v i SEQ = 669768 REV. 12.03.03.0225.15 SCALE =0.5000 TC LL 40.0psf REF TC DL 20.0psf I DATE 08-29-2013 BC DL 5.Opsf I DRWG BC LL 0.Opsf CM TOT.LD. 65.Opsf 0/A LEN. 150108 DUR.FAC. 1 .00 JOB #: 13HS247F SPACING 24.0" TYPE SY42 ob:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / F8 Top chord 4x2 SP #1 Dense -13B Bot chord 4x2 SP #1 Dense -13B Webs 4x2 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC 2'6" -I H' R=918# W=7-1/4" (Rigid Surface) DESC. = F8 PLT. TYP.-WAVE • FLORIDA QUALITY TRUSS 1954) 975-3:184 FAX: (954) 978-8980 3120N.W 1.6t11 TERRACE. POMPANO ISEACLI, E•2 33064 1111X4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and bridging recommendations. Max JT VERT DEFL: LL: 0.15" DL: 0.21" recommended camber 1/4" Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be Installed as shown with top chord up. 3X5 1111X4 4X5 142-13/16" DESIGN CRIT•FBCIOHVHZRES1TPI-2007FTIRT•12h(0 )/1(0) QTY= 1 TOTAL= 1 " NINO** 11KUSStS KtUU1FfC Cx 1 I-<0MC UAHt 1N 0504041/A 1 INU, MANL)LING, SHII'F'ING, INS 1 ALLING ANL) t3HAUING. R O SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS. INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W, WSS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. 111224 1X4(R) R=902# W=4-15/16" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 40.Opsf TC DL 20.0psf BC DL 5.0psf BC LL 0.0psf TOT.LD. 65.0psf 11 DUR.FAC. 1.00 SPACING 24.0'1 SEQ = 669769 SCALE =0.5000 REF DATE 08-29-2013 DRWG CM 0/A LEN. 140213 JOB #: 13HS247F TYPE SY42 lob:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / F9 Top chord 4x2 SP #2 N -13B Bot chord 4x2 SP #2 N -13B Webs 4x2 SP #3-13B Lumber grades designated with "135" use design values approved 1/30/2013 by ALSC 1 DESC. = F9 PLT. TYP.-WAVE 2'6" I R=875# W=7-1/4" (Rigid Surface) FLORIDA QUALITY TRUSS TEL: )954) 975-3384 • FAX: (954) 978-8980 3170 N. W. 16th TIR.R.AC E POMPANO BEACH, FL 33064 13'6-3/4" 1111X4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT + 2x6 continuous strongback. See detail STRBRIBRO211 for bracing and bridging recommendations. Max JT VERT DEFL• LL: 0.14" DL: 0.21" recommended camber 1/4" Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 50 Truss must be installed as shown with top chord up 1113X5(R) 1111X4 3X4 ryryDyyESSIIG�NICRIIT•FBC1OHVHZRES/TPI-2001 FT/RT.12%10%)'1(0) QTY= 9 TOTAL= 9 REFER TO CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE,tlNAGINI . 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/7P11 SEC 2 R=858# W=3-1/2" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 40.Opsf TC DL 20.Opsf BC DL 5.Opsf BC LL 0.Opsf TOT.LD. 65.Opsf DUR.FAC. 1.00 SPACING 24.0" SEQ = 669770 SCALE =0.5000 REF 1 DATE 08-29-2013 DRWG I 0/A LEN. JOB #: 13HS247F TYPE SY42 CM 130612 Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / F10 Top chord 4x2 SP #2 N -13B Bot chord 4x2 SP #2 N -13B Webs 4x2 SP #3-13B THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC (O DESC. = F10 PLT TYP.-WAVE 3X4 1112X4 • FLORIDA QUALITY TRUSS 1-E1.: {454) 975-3384 FAX: (954) 978-8980 3120 N.W. 16t1, TERRACE POMPANO BEACH, FL 33064 R=130pIf W=2'10" (Rigid Surface) DESIGN CRIT•FBCIOHVHZRESRPI-2007 FT/RT•12%(0%)/ 1(0) QTY= 1 TOTAL= 1 *.wARNINoo TRUSSIS RtUUIRt tXI MtMt CARL IN I-Al3MICA I ING, MANULING, SHIPPING, INS IALLING ANU 8HAI.ING. REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC , SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. REV. 12.03.03.0225.15 TC LL 40.Opsf TC DL 20.Opsf BC DL 5.Opsf BC LL 0.Opsf TOT.LD. 65.Opsf DUR.FAC. 1 .00 SPACING 24.0" 9 SEQ = 669771 SCALE =1.0000 REF DATE 08-29-2013 DRWG CM 0/A LEN. 21000 JOB #: 13HS247F TYPE SY42 Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / F11 Top chord 4x2 SP #2 N -13B Bot chord 4x2 SP #2 N -13B Webs 4x2 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Special loads (Lumber Dur,Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 138 plf at 0.00 to 138 plf at 1.25 BC- From 10 plf at 0 00 to 10 plf at 1 25 TC- 353.00 Ib Conc. Load at 0.75 Wind loads based on MWFRS with additional C&C member design & reactions (o DESC. = F11 PLT. TYP,-WAVE 3X4 1112X4 1112X4 1'3" R=210# U=65# H = H1 FLORIDA QUALITY TRUSS 1 (954)975.3384 4 FAX: (954) 978-8980 3 220 N.W. 16th TER.R ACE I'OMBANO BEACH, FL 33064 =3X4 XX R=328# U=83# H = H2 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=6 0 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 (li1) = (J) Hanger not calculated (2)2x6 SP SS supporting member. (H2) = (J) Hanger not calculated (2)2x6 SP SS' supporting member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. \� All wind load cases on this truss have a 1.33 duration factor. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. DESIGN GRIT.FBCIOHVHZRES/TPI-2007 FT/RT•12%(0%y 1(0) QTY= 1 TOTAL= 1 " INF ,) ),HED a TUS,NMI PA REFER O CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI: OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI / SEC 2 REV. 12.03.03.0225.15 TC LL 40.0psf TC DL 20.0psf BC DL 5.0psf BC LL 0.Opsf TOT.LD. 65.0psf DUR.FAC. 1.00 SPACING 24.0" SEQ = 669772 SCALE =1.0000 1 REF DATE 08-29-2013 DRWG CM 0/A LEN. 10300 JOB #: 13HS247F I TYPE SY42 Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / FG1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense -13B Bot chord 2x4 SP SS -13B Webs 2x4 SP #3-13B :W1, W16 2x6 SP SS -13B: :W2, W15 2x4 SP #1 Dense -13B: 'W4 2x4 SP #2 N -13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Special loads (Lumber Dur.Fac.=1 25 / Plate Dur.Fac.=1.25) TC- From 230 Of at 0.00 to 230 plf at 6.06 TC- From 10 plf at 6.06 to 10 plf at 24.23 BC- From 10 plf at 0.00 to 10 plf at 24.23 TC- 1242.00 Ib Conc. Load at 7.06 TC- 248.33 Ib Conc. Load at 9.00 TC- 747.62 Ib Conc. Load at 11.00,13.00,15.00,17.00 19.00,21.00,23.00 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. End verticals not exposed to wind pressure. Max JT VERT DEFL: LL: 0.43" DL: 0.76" recommended camber 1 1/4" Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. DESC. = FG1 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS 4 •fl (4.54) 975.3384 FAX: (954) 978-8980 3120 N. W. 16th TF,RR ACE: 1'(3MPAN() BEACH, FL 33064 T 2 Complete Trusses Required Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 3.75" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Calculated vertical deflection is 0.43" due to live load and 0.59" due to dead load at X = 13-9-0. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads Alt wind load cases on this truss have a 1.33 duration factor =4X8 =4X12 o W1 e W16 =4X10 1113X6 R=4007# U=1831# W=1'3-1/4" (Rigid Surface) DESIGN CRIT•FBC1OHVHZRES/TPI-2007 FT/RT•20%10%y 1(0) QTY= 1 PLIES= 2 TOTAL= 2 WA CJI Q 1 NUJJt5 HtUuiNt tX I HCMG (.AHt IN rAtiNI(.A I IN(i, MANULIN(i, SMIYYING, !NJ 1 ALLIN(i ANU 9HAU1001,. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 210 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC , SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2 24'2-3/4" R=4535# U=1836# W=7-1/2" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL 0.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669912 SCALE =0.1875 1 REF 1 DATE 08-29-2013 DRWG 0/A LEN. 240212 JOB #: 13HS247F TYPE FLAT CM Job'(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / FG2 Top chord 2x6 SP SS -13B Bot chord 2x6 SP SS -13B Webs 2x4 SP #3-13B :W1, W18 2x6 SP SS -13B: ,W13, W17 2x4 SP #2 N -13B: :W 15 2x4 SP #1 Dense -13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Special loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1 00) TC- From 120 plf at 0.00 to 120 plf at 9.31 TC- From 248 plf at 9.31 to 248 plf at 10.81 TC- From 463 plf at 10.81 to 463 plf at 21.96 BC- From 10 plf at 0.46 to 10 plf at 21.50 TC- 767.00 Ib Conc. Load at 9.81 PLB- 327 84 Ib Conc. Load at ( 9.67, 9.37) The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 1 1N1 =5X8 =8X12 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 4.50" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. All plates are 4X12 except as noted. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=6 0 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 50 Truss must be installed as shown with top chord up. All wind load cases on this truss have a 1 33 duration factor. 8X12 =4X6 =7X6 =4X6 =5X8 %nip =6X10 =H0710 3X4 3X4 3X10 H0710 I = 21'11-1/2" R=2076# U=457# W=5-3/4" (Rigid Surface) DESC. = FG2 PLT TYP.-WAVE FLORIDA QUALITY TRUSS ; ' '1.1,1 (954) 979-3384 ' FAX: (954) 978-6980 3)20 N.W. )6thTERRACE POMPANO REACH, FL 33064 1/61 H07110 W18 R=2740p1f U=359p1f W=2'1-3/4" (Rigid Surface) DESIGN CRIT•FBC10HVHZRES/TPI-2007 FT/RT•20%(0%y 1(0) QTY= 1 PLIES= 2 TOTAL= 2 NIN� I NUJSe., r<CU ,,r1c to, ricMc l.Hric i(� rMorii..A „No, lANUUNb, Snlar'iO4J, INS IALLINIi ANU CINNUINI1 REEFFEEPt O CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC 2 REV. 12.03.03.0225.15 TC LL ' 40.Opsf TC DL 20.Opsf BC DL 5.0psf BC LL 0.0psf TOT.LD. 65.0psf DUR.FAC. 1.00 SPACING 24.0" SEQ = 669774 SCALE =0.2500 REF DATE 08-29-2013 DRWG CM O/A LEN. 211108 JOB #: 13HS247F TYPE FLAT lob:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / FG3 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT 2 Complete Trusses Required Top chord 2x4 SP #1 Dense -13B Bot chord 2x4 SP SS -13B Webs 2x4 SP #3-13B :W1, W10 2x6 SP SS -13B: :W2, W9 2x4 SP #1 Dense -13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Special loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac =1.00) TC- From 428 plf at 0.00 to 428 plf at 3.81 TC- From 248 plf at 3.81 to 248 plf at 5.81 TC- From 521 plf at 5.81 to 521 plf at 14.48 BC- From 10 plf at 0.00 to 10 plf at 14.48 TC- 650.00 Ib Conc. Load at 4.81 Truss must be installed as shown with top chord up. All wind load cases on this truss have a 1.33 duration factor. T 1 =4X12 I`I3X6 R=3606# U=428# W=5-3/4" (Rigid Surface) DESC. = FG3 PLT .TYP.-WAVE FLORIDA QUALITY TRUSS '11. 1.: (954) 975-3384 FAX: (954) 978-8980 1120 N.W. 16th TERRACE PO ht PA N[1 ((FACII, FL 33064 4X8 1112X4 Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 4.00" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=6.0 psf, wind BC DL=3.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load Is 1.50. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 1112X4 =4X8 =4X10 =4X8 =4X8 14'5-3/4" ryryDESSIGNN�CRIT+FBCIOHVHZRESRPI.2007 FT/RT-20%(0%)/ 1(0) QTY= 1 PLIES= 2 TOTAL= 2 •REFEIGpF2 70 BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE NSTITUTE, tlIenuNG. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"' FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING F. BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20f18/160A (W,H/SS/K) ASTM A653 GRADE 40/80 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC 2 =4X10 =4X12 W10 ffTl )13X6 _{ R=3832# U=428# REV. 12.03.03.0225.15 TC LL 40.0psf TC DL 20.0psf BC DL 5.0psf BC LL 0.Opsf TOT.LD. 65.Opsf DUR.FAC. 1.00 SPACING 24.0" SEQ = 669775 SCALE =0.5000 REF DATE 08-29-2013 DRWG CM 0/A LEN. 140512 JOB #: 13HS247F TYPE FLAT lob:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / FG4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N -13B 2 Complete Trusses Required Bot chord 2x4 SP #2 N -13B Webs 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Special loads (Lumber Dur.Fac.=1.00 / Plate Dur.Fac.=1.00) TC- From 4 plf at 0.00 to 4 plf at 6.60 BC- From 10 plf at 0.00 to 10 ptf at 6.60 TC- 1023.23 Ib Conc. Load at 2.20 TC- 1153.11 Ib Conc. Load at 5.03 DESC. = FG4 PLT. TYP.-WAVE - FLORIDA =3X4 IIIX4 f - R=310# W=4" (Rigid Surface) QUALITY TRUSS 4 '1'1 1.: 14).54) 975-3384 .. FAX: (994) 978-8980 3120 N. W. 16th TT R.R AC F I'O81PAN(3 IJEACII, FL 33064 1112X4 1112X4 3X4 3'6" 6'7-1/4" 3X4 R=1549# W=4" (Rigid Surface) Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 3.75" o c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" c.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss must be installed as shown with top chord up. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 3'1-1/8" DESIGN CRIT•F8C10HVHzRESRPI-2007 FTIRT•20%(0%)(1(0) QTY= 1 PLIES= 2 TOTAL= 2 •W�yA,�pNNI�N • I RUSSES REQUIRE EX7 REME CARE IN I-ABRICA I /NG, HANDLING, SHIPPING. INSTALLING ANO BRACING. REFSFt 7O BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20(18(16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BI11LDING DFSICNEP PER AN51/TP1 1 SEC, 2, 3X4 1112 X4 R=410# W=3-13/16" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 40.0psf TC DL 20.0psf BC DL 5.0psf BC LL 0.Opsf TOT.LD. 65.0psf DUR.FAC. 1.00 SPACING 24.0" SEQ = 669776 SCALE =1.0000 REF DATE 08-29-2013 DRWG 0/A LEN. 60704 JOB #: 13HS247F TYPE FLAT CM ob:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / A1G Top chord 2x6 SP SS -13B Bot chord 2x6 SP SS -13B Webs 2x4 SP #3-13B :W4, W15 2x6 SP SS -13B: :W5, W16 2x4 SP #1 Dense -13B: 'W14 2x4 SP #2 N -13B: :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Special loads (Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 92 plf at -1.33 to 92 Of at 7.00 TC- From 46 pli at 7.00 to 46 plf at 46.29 TC- From 92 plf at 46.29 to 92 plf at 50.58 BC- From 20 plf at 0.00 to 20 plf at 7.00 BC- From 10 plf at 7.00 to 10 plf at 10.67 BC- From 10 plf at 10.67 to 10 plf at 19.58 BC- From 10 plf at 19.58 to 10 plf at 20.56 BC- From 10 plf at 20.56 to 10 plf at 50.58 PLB- From 10 plf at -1.29 to 10 plf at -0 10 TC- 707.88 Ib Conc. Load at 7.00 TC -'287.08 Ib Conc. Load at 9.06,21.06,23.06,25.06 27.06,29.06,31.06,33.06,35.06,37.06,39.06,41.06,43.06 45 06 TC- 252.41 Ib Conc. Load at 11.06,13.06,15.06,17.06 19.06 BC- 525.27 Ib Conc. Load at 7.00 BC- 134.36 Ib Conc. Load at 9.06,21.06,23.06,25.06 27.06,29.06,31.06,33.06,35.06,37.06,39.06,41.06,43.06 45.06 BC- 137.00 Ib Conc. Load at 11.06,13.06,15.06,17.06 19.06 BC- 374.92 Ib Conc. Load at 47.06,49.06 Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 7, DESC. = A1G PLT. TYP.-WAVE FLORIDA QUALITY TRUSS '11.1,, (054) 975-3384 FAX: (954) 978-8980 31 20 N. W. Ibth 'TERR ACE. POMPANO) BEACH, h1_ 93064 12 5 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required 1) Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 9.25" o.c. Bot Chord: 1 Row @12.00" o c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Negative reaction(s) of -1350# MAX. (See below) from a non -wind load case requires uplift connection (••) 3 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psi, wind BC DL=5 0 psf. GCpi(+/-)=0.18 Left cantilever is exposed to wind WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. All wind load cases on this truss have a 1 33 duration factor. 39'3-7/16" 1116X10(R) 8X10=1112X4 3X4==5X6 4X12 8X10('") 4X6 =4X10 =6X8 W1 7'11" , 8'6-3/4" �yEDEESSIpIGNNT�CRIIITT•FBC1OHVHZRES(TPI-2007 FT/RT.20%(0 A), 1(0) e A 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VANZOR4 ANDNWTCA (WOOD TRUSS(COUFJZ'IL .0,44 Fii0`A, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING *IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. 8'11" R=-1351# Rw=529# W=3" (Rigid S1)1 PLL, �S�4 T�Qj�T�A�'�/� 12 p ING. IYANULING, JMIH 1�ViTH��`��Uifhlte31V1CNzi� =8X10 =5X6 1113X6(") =3X10 =7X6 3X4 1113X8 3X4 T ' 311-15116" 1'7-3/4" 31'3" 50'7" 1 30'0-1/4" H R=7325# U=3538# W=5" SEQ = 669842 Fe&.id'F 31.x.0225.15-0 0959 R-1 z,-421,4 R..-1334 TC LL 30.0psf REF TC DL 15.0psf DATE 08-29-2013 BC DL 10.0psf DRWG BC LL 0.0psf cm TOT.LD. 55.Opsf 0/A LEN. 500700 DUR.FAC. 1.25 JOB #: 13HS247F SPACING 24.0" TYPE COMN ob:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / A2 Top chord 2x6 SP SS -13B Bot chord 2x6 SP SS -138 Webs 2x4 SP #3-13B :W2 2x6 SP SS -13B: W3 2x4 SP #1 Dense -13B: :W5, W11 2x4 SP #2 N -13B: :Lt Level Return 2x4 SP #3-136: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC (b) 1x4 #3SRB SPF -S or better "T" brace. 80% length of web member, attached with 8d Box or Gun (0.113"x2.5",min.)nails @ 6" OC. or (1) continuous lateral brace equally spaced on member. Bottom chord checked for 10.00 psf non -concurrent live load. WARNING: Furnish a copy of this DWG to the installation contractor. Special care must be taken during handling, shipping and installation of trusses. See "WARNING" note below. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 4'3-3/16" 1 1-9' -I- 12 5 �3X4X5(A1) :H0710 =4X12 x/16" �T11 11— 9'4-11/16" F^ I - W2 1115X6 1112X4 = 5X6 (a) 8X8 (a) 35'3-7/16" 7X6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Negative reaction(s) of -773# MAX. (See below) from a non -wind load case requires uplift connection 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 6.50 ft from roof edge, RISK CAT II. EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/_)=0 18 Wind loads based on MWFRS with additional C&C member design & reactions. ' Left cantilever is exposed to wind (a) 2x6 #3 or better "T" brace 80% length of web member, attached with 16d Box or Gun (0.135"x3.5",min.)nails @ 6" OC. or (1) continuous lateral brace equally spaced on member. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50 Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads 1\ All wind load cases on this truss have a 1.33 duration factor. 7X6 R=319/ -774# U=327# RL=169/-158# W=3" (Rigid Surface) DESC. = A2 PLT. TYP -WAVE FLORIDA QUALITY TRUSS T1 I,: (934) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th 'CERT( AC C' POMPANO BEACH, FI, 33064 R=4046# U=1832# W=11-5/16" (Rigid Surface) =4X10 =4X12 5X6 50'7" 40'9-5/16" (b) w -I - 63-9/16" H =6X12 5X6 = 3X8 = 5X6 DESIGN CRIT•F8C1OHVHZRESJTP1.2007 FT/RT•20%(0%)/ 1(0) QTY= 1 TOTAL= 1 ..wARNING0 I KUSSt5 KtUUIKt ex I KOMO UAK0 IN rASKII;A I ING, HANULIN(i, SHIPHING, INS I ALLING ANL) 6KA(:INU REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18)16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. 6X6 1113X10 1 4'9-15/16" 1 R=2062# U=1030# REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669778 SCALE =0.1250 REF DATE 08-29-2013 DRWG CM 0/A LEN. 500700 JOB #: 13HS247F TYPE COMN lob:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / WG1 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N -13B :T1, T3, T8, T9 2x4 SP #1 Dense -13B: :T4 2x4 SP SS -13B: Bot chord 2x4 SP #1 Dense -13B :B1 2x6 SP SS -13B: Webs 2x4 SP #3-13B :W1, W17, W43 2x6 SP SS -13B: W13, W21, W29 2x4 SP #2 N -13B: :W 16 2x8 SP SS -13B W36 2x4 SP SS -13B. :W37 2x4 SP #1 Dense -13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 921 plf at 0.00 to 921 plf at 13.75 TC- From 921 pH at 13.75 to 921 pH at 15.38 TC- From 921 pH at 15.38 to 921 plf at 17.90 TC- From 921 plf at 17.90 to 921 plf at 26.19 TC- From 921 plf at 26.19 to 921 plf at 28.71 TC- From 921 pH at 28.71 to 921 plf at 33.90 TC- From 921 pH at 33.90 to 921 pH at 33.98 TC- From 92 plf at 33.98 to 92 plf at 35.98 TC- From 260 plf at 35.98 to 260 plf at 42.04 BC- From 20 plf at 0.00 to 20 pH at 13.29 BC- From 20 plf at 13.29 to 20 pH at 26.19 BC- From 20 plf at 26.19 to 20 plf at 42.04 TC- 3850.00 Ib Conc. Load at 34.98 BC- 324 00 Ib Conc Load at 0.58 BC- 3762.00 Ib Conc. Load at 2.40 0 52-1/4" (1) - plates so marked were sized using a Fabrication Tolerance of 0% and a Rotational Tolerance of 0 degrees. I (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind loads based on MW FRS with additional C&C member design & reactions. I = End verticals not exposed to wind pressure. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design Iravity load: . 3 Complete Trusses Required Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 2.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o c. Repeat nailing as each layer is applied. Use equal spacing between rows and stagger nails In each row to avoid splitting. Full Height Blocking reinforcement required to prevent buckling of members over the bearings: bearing 1 located at 0.00' c' 170 mph wind, 15.41 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 6.50 ft from roof edge, RISK CAT E P C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Max JT VERT DEFL: LL: 0.21" DL: 0.32" recommended camber 1/2" ' WARNING' A reaction exceeds 20000 lbs. The TC of this truss shall be braced with attached spans at 24" OC in lieu of structural sheathing. 15'4-1/2 -I- 7'8-1/2" 13'4" 0 -TIT" 7'8-1/2" 4- 7'4-3/4" 13'4" 1112X4 =5X6 la 1112X4 lII2X4 1112X4 1112X4 1112X4 1113X4 1112X4 III2X4 1112X4 1112X4 1112X4 1 2X4 1112X4 2X4 1112X4 1112X4 1112X4 1112XU 2X4 112X4 --=5X5 1 2> 4 JI_ 12X 1112X& II(" 1112X,4 1112 ;4 1112X4J112X4 tli13X5 All wind load cases on this truss have a 1.33 duration factor. DESC. = WG1 PLT TYP -WAVE FLORIDA QUALITY TRUSS (9 /4) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TER R ACE POMPANO BEACH, FL 33064 1 4'9-1/16' 1 I; C� ''N E (.1-4 xi; =F 1 `IJ2: 114, 111 X/ 111,'XL 12 4 15Xl / 1112X I1I1'4) 0 II12X 112X4 1112.(4 III; X4 1112)( 1 = )X10 1112 W36 1112X4 \\\H07' 1114X6 =3X6 =4X6 =12X14 13'6-1/4" I-•- 13'2-5/8" _ - R=7267# U=2002# W=5-5/16" (Rigid Surface) R=26673# U=8849# W=5" (Rigid Surface) DESIGNCRIT•FBCIOHVHZRESRPI-2007 FTIRT=20%/0%7110) QTY= 1 PLIES= 3 TOTAL= 3 WARNING • I RUSSES REQUIRE EXTREME CARE IN FABRICATING, HANDLING, SHIPPING, INS IALLING AND BRACING. REFER TO CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 8300 ENTERPRISE LN, MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED. TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. 14 X6 ='0710 =3X10 42'0-1/2" 28'6-1/4" 28'2-5/8" W43 =6X10 1114 R=9639# U=3051# W=5-5/16" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669844 SCALE =0.1185 REF DATE 08-29-2013 DRWG CM 0/A LEN. 420008 JOB #: 13HS247F TYPE COMN ob:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / C4G Top chord 2x4 SP #2 N -13B 'T3 2x4 SP #1 Dense -13B. Bot chord 2x6 SP SS -13B Webs 2x4 SP #3-1313 :W2, W9 2x4 SP #1 Dense -13B: :W4 2x4 SP #2 N -13B: :W 10 2x6 SP SS -13B: :Lt Level Return 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Special loads (Lumber Dur.Fac.=1 25 / Plate Dur.Fac.=1.25) TC- From 92 plf at -1.33 to 92 plf at 5.73 TC- From 92 plf at 5.73 to 92 plf at 10.67 TC- From 422 plf at 10.67 to 422 plf at 20.48 BC- From 20 plf at 0.00 to 20 plf at 20.48 PLB- From 10 plf at -1.29 to 10 plf at -0.10 BC- 210.16 Ib Conc. Load at 10.81 O N 12 5 3X5(A1 6-3/16" i 3X4 6-114 5'8-3/4" =4X8 14'9" 1112X4 =3X4 =8X12 r I DT -1'4-7/8" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @ 7.25" o.c. Bot Chord: 1 Row @12.00" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. \a\ 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 18.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. All wind load cases on this truss have a 1.33 duration factor. T3 W4 I =3X10 =4X12 W10 1'6'• EP I =3X4 =H007 0 =4X10 1521 1113X8 R=2177# U=562# W=8" (Rigid Surface) (Rigid Surface) 20'5-3/4" T rn ih 1 R=3706# U=606# W=5-3/4" DESC. = C4G PLT. TYP.-WAVE • FLORIDA QUALITY TRUSS '(1 I. (954) 975-3384 FAX: (954) 978-8980 3120 N. W. 16th TERR ACE POMPANO BEACH, FL 33064 DESIGN CRIT•FBCIOHVHZRESRPI-2007 FT/RT•20%(0%)/ 1(0) QTY= 1 PLIES= 2 TOTAL= 2 WARNINQ 1 BUSSES REQUIRE EX1 REME CARE IN FABRICAI ING, HANDLING, SHIPPING, INS IALLING AND BRACING REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION). PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID "IMPORTANT'* FURNISH COPY OF CEILING. THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. REV. 12.03.03.02 2 5.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669795 SCALE =0.2500 REF DATE 08-29-2013 DRWG CM O/A LEN. 200512 JOB #: 13HS247F TYPE COMN )b:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / C5G Top chord 2x4 SP #1 Dense -13B Bot chord 2x4 SP SS -13B Webs 2x4 SP #3-13B Lt Level Return 2x4 SP #3-13B::Rt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 12 5 4X6(B12R 3X4 6-3/16" 6 5' 5X 10'8" 1112X4 0 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. #1 hip supports 5-0-0 jacks with no webs. Left side jacks have 5-0-0 setback with 0-0-0 cant and 1-4-0 overhang. End jacks have 5-0-0 setback with 0-0-0 cant and 1-4-0 overhang. Right side jacks have 5-0-0 setback with 0-0-0 cant and 1-4-0 overhang. All wind load cases on this truss have a 1.33 duration factor. _ 5' 5X8 co k4X6(B12R) ,n 3xztsr, R=1946# U=693# W=8" (Rigid Surface) DESC. = C5G PLT. TYP -WAVE FLORIDA QUALITY TRUSS �.�.. EL: (954) 975-3384 FAX (954) 978-8980 3120 N. W. 16th TERRACE PCAfPANC71/EACI i, FL 33064 1112X4 20'8" 0 1112X4 HH R=1946# U=693# W=8" (Rigid Surface) �yDE,1SSIIGNN�R CRIIT•FeclOHVHZRESPI-2007 FT/RT•20%10%)/ 1(0) QTY= 1 TOTAL= 1 it REFER YO BCSI (BUILDING COMPONENT SAFETY REQUIRE EX1REME AI FORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. RE IN FABRICATING, HANDLING, SHIPPING, INSTALLING ANL) BRACING. 218 NORTH LEE SIR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN: ANY FAILURE 70 BUILD THE TRUSS IN CONFORMANCE WITH TP1; OR FABRICATING. HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI, ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669796 SCALE =0.2500 1 REF 1 DATE 08-29-2013 1 DRWG CM O/A LEN. 200800 JOB #: 13HS247F TYPE HIPS (13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / D1 op chord 2x4 SP #2 N -13B of chord 2x4 SP #2 N -13B Webs 2x4 SP #3-13B 2t Bearing Leg 2x8 SP SS -136:1f Level Return 2x4 SP #3-13B: umber grades designated with "13B" use design values approved 1/30/2013 by ALSC reflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. ,II wind load cases on this truss have a 1 33 duration factor. ;O3�$(B1) 6-3/16" 6-i14" 12 5 10'11-3/16" •%2X4 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (••) 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5 0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional CBC member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 4'2-9/16" 1114X6 R) 1112X4 0 H- 1'4" _ I R=953# U=505# RL=334/-53# W=8" (Rigid Surface) DESC. = 01 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS '1'k 1.: (954) 973-3384 FAX: (954) 978-8980 3120 N. W. 16th TERRACE 1'()NIPANO IIEACN, 1,1- 33064 3X4 15'1-3/4" • 14'6-1/2" DESIGN CRIT•FBC1OHVHZRES/TPI-2007 FT/RT•20%(0%y 1(0) QTY= 1 TOTAL= 1 •ryWAR N • TRUSSES REQUIRE EXTREME CARE IN FABRICAI ING, HANDLING, SHIPPING, INS I ALLING ANU BRAVING REFER 7O BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •'IMPORTANT'• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. 1113X4(R) T i R=842# U=495# W=5-3/4" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669797 SCALE =0.3750 1 REF 1 DATE 08-29-2013 DRWG CM O/A LEN. 150112 JOB #: 13HS247F !TYPE SPEC :(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / D2 'op chord 2x4 SP SS -13B :T2 2x4 SP #2 N -13B: lot chord 2x4 SP #2 N -13B :B2 2x4 SP #1 Dense -13B: Webs 2x4 SP #3-13B _t Level Return 2x4 SP #3-13B: umber grades designated with "13B" use design values approved 1/30/2013 by ALSC )eflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. UI wind load cases on this truss have a 1.33 duration factor. —r- 6-3/16" 6-3/16" DESC. = D2 PLT. TYP.-WAVE 3X4(81) 3X4 T 6-1/4" _L 12 5 8'11-3/16" 5X6 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 15.00 ft. from roof edge. 6'2-9/16" I H 1'4" R=995# U=551# RL=291/-49# W=8" (Rigid Surface) FLORIDA QUALITY TRUSS (L.: (954) 975-3384 TAX: (954) 978-8980 3820 N.W. 16111 TERRACE, POMPANO BEACH, FL 33064 15'1-3/4" 12'5-3/4" DESIGN CRIT•FBC10HVHZRESRPI.2007 FT/RT•20%(0%)/ 1(0) QTY= 1 TOTAL= 1 WAR N * I RUSSES REQUIRE EXI REME CARE IN FABRICA I ING, HANDLING, SHII'F'ING, INS 1 ALILING ANU BRACING REFER 70 BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC 2. 1113X6 R=839# U=475# W=5-3/4" (Rigid Surface) REV. 12.03.03.02 2 5.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669798 SCALE =0.3750 REF DATE 08-29-2013 DRWG CM O/A LEN. 150112 JOB #: 13HS247F TYPE MONO I:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / D3 -op chord 2x4 SP #1 Dense -13B :T2 2x4 SP #2 N -13B: 301 chord 2x4 SP #2 N -13B :B2 2x4 SP #1 Dense -138: Webs 2x4 SP #3-13B Lt Level Return 2x4 SP #3-13B: -umber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. \II wind load cases on this truss have a 1.33 duration factor. T 6-3/16" DESC. = D3 PLT. TYP.-WAVE 611-3/16" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5 0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Right end vertical not exposed to wind pressure. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 8'2-9/16" 3X4(B1) 3X4 6-1/4 a H1'4" - - R=995# U=574# RL=248/-44# W=8" (Rigid Surface) FLORIDA QUALITY TRUSS t954) 975-3384 -FAX: (954) 978-8980 3120 N. W. 1611) TERRACE POMPANO BEACH, FL 33064 15'1-3/4" 12'5-3/4" DESIGN CRIT•FBCIOHVHZRES/TP1-2007 FTIRT•20%(0%U 1(0) QTY= 1 TOTAL= 1 WARNMN * I KU5S S KtUUIHt tX I KtMt L;AKt IN I-A8NI(:A I INU, KANULINU, SMIYI'INU, 10151 ALLINU ANU CKA:ING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312. ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT"FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC 2. R=839# U=459# W=5-3/4" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.0psf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669799 SCALE =0.3750 1 REF 1 DATE 08-29-2013 1 DRWG O/A LEN CM 150112 JOB #: 13HS247F TYPE MONO :(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / D4 op chord 2x4 SP #2 N -13B :T1 2x4 SP SS -13B: of chord 2x4 SP #2 N -13B :B2 2x4 SP #1 Dense -13B: Webs 2x4 SP #3-13B _t Level Return 2x4 SP #3-13B: umber grades designated with "13B" use design values approved 1/30/2013 by ALSC 7uss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 1WFRS loads based on trusses located at least 7.50 ft. from roof edge. 7'8" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9 00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psi, wind BC DL=5.0 psf GCpi(+/-)=0 18 Wind loads based on MWFRS with additional CSC member design & reactions Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1 33 duration factor. - 2'8-13/16" 4'8-15/16" DESC. = D4 PLT. TYP.-WAVE H 1'4"' R=995# U=595# RL=174/-82# W=8" (Rigid Surface) FLORIDA QUALITY TRUSS '1 Ll.: (954) 975-3384 "FAX: (954) 978-8980 3120 N. W. 1(e h TER R ACE POMPANO BEACH, FL 33064 15'1-3/4" 12'5-3/4" DESIGN CRIT•FBC10HVHZRESRPI-2007 FTIRT•20%(0%)/ 1(0) QTY= 1 TOTAL= 1 "INA NIN • I KUSStS KtUUIKt tXI KtMt CAKE IN hP4NICA I !NU, HANULINIi, SHIPPINIJ, INJ I ALLINIi ANU 6KACINIi, REFER 00BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC , SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN. POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/7P11 SEC 2. — R=839# U=480# W=5-3/4" (Rigid Surface) v rl REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.0psf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" (»-A SEQ = 669800 SCALE =0.3750 REF DATE 08-29-2013 DRWG CM O/A LEN. 150112 JOB #: 13HS247F TYPE MONO D:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / 05 Top chord 2x4 SP #2 N -13B :T1 2x4 SP SS -13B: Bot chord 2x4 SP #2 N -13B .B2 2x4 SP SS -13B: Webs 2x4 SP #3-13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. DESC. = D5 PLT. TYP.-WAVE 6-3/16" 3X4(81) 3X4 T 6-1/4 1 \\\ 4X8(R) 12 5 V 7'8" 04X5 R1) THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9.00 ft from roof edge, RISK CAT 11, EXP C, wind TC DL=5.0 psf, wind BC DL=5 0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. 4'8-13/16" 1114X5(R) H- 1'4" IILiX4 R=995# U=593# RL=133/-109# W=8" (Rigid Surface) FLORIDA QUALITY TRUSS '11 1.: (954) 975-3384 • FAX: (954) 978-8980 3120 N. W. 16th TER.RACB POMPANO) BEACH, FL 33064 -=3X4 62 15'1-3/4" 12'5-3/4" DESIGN CRIT•FBCIOHVHZRESITPI-2007 FT/RT•20%10%I/ 1101 QTY= 1 TOTAL= 1 'WA N�•� 1 HUSSCS RGUUIHC CXI HCMG I:AINC IN FA614K,A I ING, FIANULING, SMIHYIN1,, INS IALLING ANU BHA:ING. REFS O CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING *.IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. 2'8-15/16" —H /1/5X6(SRS)(R) 1112X4 1115X6(R) T 10-7/8" R=839# U=477# W=5-3/4" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669801 SCALE =0.3750 REF DATE 08-29-2013 DRWG O/A LEN. 150112 JOB #: 13HS247F TYPE MONO CM b:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / D6 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B :B2 2x4 SP #1 Dense -138: Webs 2x4 SP #3-13B .Lt Level Return 2x4 SP #3-13B::Rt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10 00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 6-3/16" 6-1/4 6'1-5/8" 12 5 \\\4X8(R) 0�� 1113x5(**) #(61)RI _ 1i11I ••••••000 — 4111 _ 1114X5(R) H 1'4"—�_ 3.24 \\\4X5(R) 12 =4X5 =4X5 THIS DWG PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (**) 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Calculated horizontal deflection is 0.11" due to live load and 0.14" due to dead load. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1 33 duration factor. ///4X5(R) ., D 0 0 0 1112X4 1112X4 B2 1112X4 1112X4 6'1-5/8" 1113X5(") R=991# U=620# RL=151/-151# W=8" (Rigid Surface) DESC. = D6 PLT TYP.-WAVE FLORIDA QUALITY TRUSS '11'.1.: (954) 975-3384 •FAX: (954) 978-8980 3120 N. W. 16t 6 TER R AC E. POMPANO BEACH, PL 33064 15'4" 10' DESIGN CRIT•FBCIOHVHZRESRPI-2007 FTIRT•20%(0%)/ 1/0) QTY= 1 TOTAL= 1 RWpR N SI (BNHOIRN MFAATbHOINIA P1 IUNBLINSAHNEUD LNYIiTP(ITIHRPUISNSIi,PILNSTIASINTIIitTAUNTUE,SHALINU 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. '*IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. /4X8(R) IIIIlli // =3X4(11) 1114X5(R) -- tau 4 —I R=991# U=620# W=8" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.Opsf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" (do SEQ = 669802 SCALE =0.3750 REF DATE 08-29-2013 DRWG O/A LEN. 150400 JOB #: 13HS247F TYPE COMN CM )b:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / D7G Top chord 2x4 SP #2 N -13B :T1, T5 2x4 SP SS -13B: Bot chord 2x4 SP SS -13B :B2 2x6 SP SS -138: Webs 2x4 SP SS -13B :W3, W4, W5, W6 2x4 SP #3-13B: .Lt Slider 2x4 SP #3-13B: BLOCK LENGTH = 1.354' :Rt Slider 2x4 SP #3-13B: BLOCK LENGTH = 1.354':Lt Level Retum 2x4 SP #3-13B: :Rt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Special loads (Lumber Dur.Fac.=1.25 / Plate Dur Fac.=1.25) TC- From 92 plf at -1.33 to 92 plf at 2.45 TC- From 46 plf at 2.45 to 46 plf at 6 13 TC- From 46 pH at 6.13 to 46 plf at 9.21 TC- From 46 plf at 9.21 to 46 ptf at 12.88 TC- From 92 plf at 12.88 to 92 plf at 16.67 BC- From 20 plf at 0.00 to 20 plf at 2.67 BC- From 10 Of at 2.67 to 10 plf at 12.67 BC- From 20 plf at 12.67 to 20 plf at 13.87 BC- From 20 plf at 13.87 to 20 plf at 15.33 PLB- From 10 plf at -1.29 to 10 pH at -0.10 PLB- From 10 plf at 15.44 to 10 plf at 16.63 PLT- 36.26 Ib Conc. Load at ( 2.35,10.79), (12.98,10.79) PLT- 109.37 Ib Conc. Load at ( 3.38,11.08), (11.95,11.08) PLT- 216.65 Ib Conc. Load at ( 6.11,11.82), (9.22,11.82) PLT- 183.70 Ib Conc. Load at ( 6.98,11.82), (8.35,11.82) PLB- 220.84 Ib Conc. Load at ( 2.35, 9.37), (12.98,9.37) PLB- 148.25 Ib Conc. Load at ( 3.38,10.04), (11.95,10.04) PLB- 205.35 Ib Conc. Load at ( 6.11,10.04), (9.22,10.04) PLB- 119.14 Ib Conc. Load at ( 6.98,10.04), (8.35,10.04) Truss checked for 200# movable concentrated Toad along Bottom Chord, nonconcurrent with design gravity loads. DESC. = D7G PLT. TYP.-WAVE FLORIDA QUALITY TRUSS T't'.L.: (954) 975-3384 , PAX: (954) 978-8980 3(20 N, W. 16th TERRACE. POMPANO BEACIH, I.1. 33064 6-3/16" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (") 2 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, -- wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Calculated horizontal deflection is 0.14" due to live load and 0.17" due to dead load. Bottom chord checked for 10.00 psf non -concurrent live load Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. /) All wind load cases on this truss have a 1.33 duration factor. 1/ 3'8-1/16" 12 3.24 3'0-15/16" - I - 3'8-1/16" 12 (((5X6(R) 5 V T1 5X8 8X10 W4 =3X -4-(C3 Eg- .03X4 ..9.T/11.6rirr 3X5 III5X6(R) l� T5 -W r,,._ .X8X10 X5(C3) (C3) Zip =3X5 1113X6(") -1t3X4c� 5X6 1 6-1/4 1113X6(") 5X6 R=1938# U=584# W=8" (Rigid Surface) DESIGN CRIT-F9C1OHVHZRES/TPI-2007 FTIRT-20%(0%)/ 1(0) QTY= 1 TOTAL= 1 WA NIO 1 FtUSSCS KCUuaKG CX 1 NCM= CAKE IN rAeKIIr ULI ,A I INU, NUUN, JKIHNING, INS I ALNU t6G ANU KAUIN REFER i0 BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2 15'4" 10' R=1938# U=584# W=8" (Rigid Surface) REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669934 SCALE =0.2500 REF DATE 08-29-2013 DRWG CM 0/A LEN. 150400 JOB #: 13HS247F TYPE COMN b:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / El Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B Webs 2x4 SP #3-13B :Lt Level Return 2x4 SP #3-13B' Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. DESC. = El PLT. TYP.-WAVE • FLORIDA QUALITY TRUSS '1 (954) 975-3384 FAX: (954) 978-6980 312079. W. IArhTERRACE POM I'ANO BEACH, FL 33064 E 3X4(81) T ,3X4 6-3/16" 1 T 6-1/4 12 5 V THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 9 00 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions Right end vertical not exposed to wind pressure. Left cantilever is exposed to wind Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. I_ 1,4„ _ I _ R=783# U=455# RL=344/-53# W=3" (Rigid Surface) 10'4" 10'9" DESIGN CRIT•FBC10HVHZRES/TPI-2007 FT/RT•20%(0%)/ 1(0) QTY= 7 TOTAL= 7 '.m.,„„NI I nUJSES REQUIRE EX 1 REME CARE IN I-A13HICAI ING, HANDLING, SHIPPING, INS IALLING ANG SR o,,lrvb REFER TO CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, . , 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC , SHALL NOT 8E RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,WSS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. R=557# U=388# SEQ = 669804 REV. 12.03.03.0225.15 SCALE =0.5000 TC LL 30.0psf 1 REF TC DL 15.Opsf 1 DATE 08-29-2013 BC DL 10.0psf DRWG BC LL 0.0psf CM TOT.LD. 55.Opsf O/A LEN. 100900 DUR.FAC. 1.25 'JOB #: 13HS247F SPACING 24.0" I TYPE MONO Job:(13HS247F) SAVIERO - VERSAILLES LOT 39d FLOOR LOW ROOF / G1G Top chord 2x4 SP #2 N-138 Bot chord 2x6 SP SS -13B Webs 2x4 SP #3-13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 92 plf at -1.33 to 92 plf at 4.40 TC- From 91 plf at 4.40 to 91 plf at 5.50 TC- From 91 plf at 5.50 to 91 pH at 6.60 TC- From 92 plf at 6.60 to 92 plf at 10.17 BC- From 20 plf at 0.00 to 20 plf at 4.27 BC- From 10 plf at 4.27 to 10 plf at 10.17 PLB- From 10 plf at -1.29 to 10 p)f at -0.10 TC- 304.81 Ib Conc. Load at 4.27 TC- 180.28 Ib Conc. Load at 5.26, 5.74 TC- 328.24 Ib Conc. Load at 6.73 BC- 337.45 Ib Conc. Load at 4.27 BC- 399.86 Ib Conc. Load at 5.26, 5.74 BC- 323.64 Ib Conc. Load at 6.73 BC- 112.32 Ib Conc. Load at 7.13 BC- 2066.17 Ib Conc. Load at 9.06 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. DESC.= G1G PLT. TYP.-WAVE FLORIDA QUALITY TRUSS '('I 1.: (954) 975-3384 FAX: (954) 978-6.980 3120 N. W. 16t 16 TER R ACE POMPANO BEACH, FL 33064 H- 27-3/16" -4.--1 -7- 6-3/16" 6-3/16" 3X5(A1) 3X4 -1- 6-1/4 6-1/4 F THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 2 Complete Trusses Required Nail Schedule:0.128"x3", min. nails Top Chord: 1 Row @10.50" o.c. Bot Chord: 1 Row @ 4 25" o.c. Webs : 1 Row @ 4" o.c. Use equal spacing between rows and stagger nails in each row to avoid splitting. Wind loads and reactions based on MWFRS. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 12 5 4'4-13/16" =I_ o.a�No 12 3.44 \\\4X5(R) ///4X5 R) =4X5 1'11-3/8" -�-H 5X6 1112X4 L� - 1'4" R=2106# U=496# W=8" (Rigid Surface) DESIGN CRIT•FBC1OHVHZRES/TPI-2007 FTIRT•20%10%)/ 1(0) QTY= 1 PLIES= 2 TOTAL= 2 *WARNINo * IRUSSES REQUIRE EXTREME CARE IN FABRICAI ING, HANDLING, SHIPPING, INSTALLING AND BRACING REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON. WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT'* FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC. 2. 3X4 =4X8 10'2" 1114X8(R R=3739# U=959# SEQ = 669909 REV. 12.03.03.0225.15 SCALE =0.3750 TC LL 30.Opsf REF TC DL 15.Opsf I DATE 08-29-2013 BC DL 10.0psf DRWG BC LL O.Opsf CM TOT.LD. 55.Opsf 0/A LEN. 100200 DUR.FAC. 1.25 JOB #: 13HS247F SPACING 24.0" TYPE COMN Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / EJ7 Top chord 2x4 SP SS -13B Bot chord 2x4 SP #2 N -13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.93 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MW FRS with additional C&C member design & reactions Bottom chord checked for 10.00 psf non -concurrent live load. All wind load cases on this truss have a 1.33 duration factor. R=291# U=322# NAILED �— 1'4" DESC. = EJ7 PLT. TYP -WAVE FLORIDA QUALITY TRUSS '1 1 I,: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERR ACE POMPANO BEACH, FL 33064 =I= R=545# U=425# RL=296/-30# W=6" (Rigid Surface) 7' DESIGN CRIT°F6C10HVHZRES/TP1-2007 FT/RT-201(.(0%y 1101 QTY= 15 TOTAL= 15 • R TO BCSI OMPON NTcA I,CiVII C ATION), PURLlAdrtiA; SHED YI(TRUSS PLATE INSTITUTE, /041.) C W ING. R O CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC 2 77 3'11-15/16" R=131# U=29# NAILED REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" �9 SEQ = 669807 SCALE =0.7500 IREF DATE 08-29-2013 DRWG CM O/A LEN. 7 JOB #: 13HS247F I TYPE EJACK Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / EJ7B Top chord 2x4 SP #1 Dense -13B Bot chord 2x4 SP #1 Dense -13B Webs 2x4 SP #3-13B 'Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC All wind load cases on this truss have a 1.33 duration factor. 3X4 DESC. = EJ7B PLT TYP -WAVE 6-1/4" FLORIDA QUALITY TRUSS THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.93 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional CSC member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50 MWFRS loads based on trusses located at least 10.96 ft. from roof edge. R=252# U=281# NAILED '1-i I.: (91/4) 975-3384 • FAX: (954) 978-8980 3120 :NAV. 16iIL TER.R.ACE YOb1PAN0 BEACH, FL 33064 1'4" -1- 1'5-5/8" 1'2-3/8" 7' R=545# U=425# RL=296/-30# W=8" (Rigid Surface) 4,4„ DESIGN CRIT•FBCIOHVHZRES/TPI-2007 FT/RT•20%(0%/ 110) QTY= 5 TOTAL= 5 � EFETO ,• I rfuJJCJ KeOulrfc AXI KCMG I:HKt W rHtlHII.H I IND, nANULJNG, Snlr'YING, INJ IALUNG AANL)tl1Wl:1NG. R REFETO $CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT"R DESIGN TO INSTALLATIONACTS, INOT BEESPONSIBLE FOR ANYDEVATON FROM HS DESIGN, N FAILURE TO BUILD THE TRUSS N CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. /0 0) N R=137# U=70# NAILED (0 M L/3 (') REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" _tl 3'11-15/16" SEQ = 669808 SCALE =0.7500 REF 1 DATE 08-29-2013 DRWG CM 0/A LEN. 7 JOB #: 13HS247F TYPE EJACK Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / EJ7D Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B Webs 2x4 SP #3-13B .Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factdr THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5 0 psf. GCpi(+/_)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions Right end vertical not exposed to wind pressure. (H1) = (J) Hanger not calculated (2)2x6 SP SS -13B supporting member. 6'1-15/16° Trust rherk#d for 7006 mrwable conrh.erlltR) 111gg4Iong Bottom Chord, nonconcurrent with design gravity loads. / MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 1113X5 1114X5(R) - 7' f--1,4" DESC. = EJ7D PLT. TYP.-WAVE FLORIDA QUALITY TRUSS 'Mt: (954) 975-3384 FAX: (954) 978-8980 ",3120 N. W. 16(leTER It ACF. POMPANO IBL-ACH, I1.. 33064 R=545# U=396# RL=254/-42# W=8" (Rigid Surface) DESIGN GRIT•FBC10HVHZRESRPI-7007 FTIRT•70%(0%)/ 1(0) QTY= 1 TOTAL= 1 N�T yyp o•• i r:�5oco nc.�..,rit ca. ricnic .;7,i:� i,; r�,a�'v'�.:�, � Iwo nJ,Fv,��6vu, on�r r„w i,ro,..Li_iiw J�F�U oewiliv3 REFER O SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT** FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC , SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC 2 I R=375# U=330# H = H1 REV. 12.03.03.022 5.15 TC LL 30.0psf TC DL 15.Opsf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669811 SCALE =0.7500 REF DATE 08-29-2013 DRWG CM 0/A LEN. 7 JOB #: 13HS247F I TYPE MONO Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / EJ7E Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N-136 Webs 2x4 SP #3-13B Lt Level Return 2x4 SP #3-13B• Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. I_ iD d- N THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 fl from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5 0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Right end vertical not exposed to wind pressure. (H1) _ (J) Hanger not calculated (2)2x6 SP SS -136 supporting member. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads loads based ouses loc a .at least 7 5 ft. from roof edge MWFRS0 III4X5(R) it _a1 f — 1'4" R=545# U=426# RL=177/-60# W=8" (Rigid Surface) DESC. = EJ7E PLT. TYP.-WAVE FLORIDA QUALITY TRUSS I'LL, 1954) 975-3384 PAX: (994) 976-8980 • 3120 N. W. 16th TIIR.R ACE POMPANO BEACH, hL 33064 7' DESIGN CRIT*FBC1014VHZRES/fPI-2007 FT/RT.20%(0%U 1(0) QTY= 1 TOTAL= 1 a WA mI r<UooE.i iauult,t t,i i iitw�c :::1i ft iw rilor"7 �.+IY�dG, n 9LL„v.o, :iri4i'1 ,O u, Gdo �, 1.i14 Am) ctrwLe. REFER TO CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING **IMPORTANT FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC.. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AFBPA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SSIK) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1.2002 SEC. 3, A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2 ID N N R=375# U=306# H = H1 REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669812 SCALE =0.7500 REF DATE 08-29-2013 DRWG CM O/A LEN. 7 JOB #: 13HS247F TYPE MONO Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / EJ5 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N-138 :Lt Level Return 2x4 SP #3-138' Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. DESC. EJ5 PLT. TYP.-WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.51 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10 00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. R=197# U=261# NAILED FLORIDA QUALITY TRUSS 'IAA,: (954) 975-3384 FAX: (954) 978-8980 3120 N. W. terl,'rER.RACE POMPANO ((EACH, FL 33064 1'4" R=438# U=396# RL=252/-30# W=6" (Rigid Surface) 5' DESIGN CRIT.ESC10HVHZRESITPI-2007�F,�vTIRT=20X(0%5110) QTY= 7 TOTAL= 7 _ 218 NORTH LEE STR GING COMPONENT NT Ee )I ` ' -- - ryy,� �y� (� r(Q Ing ;�� ; :,oX'.:I; ";3, nA,,,, 3" S, or+W.- :...o, ,K' I NLLIrvv v„e� o , - uot, REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, SUITE 312, ALEXANDRIA, VA. 22314)AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR, ALPINE ENGINEERED PRODUCTS, INC . SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. M r - CN 10 M R=249# U=25# NAILED REV. 12.03.03,0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669813 SCALE =1.0000 IREF I DATE 08-29-2013 DRWG O/A LEN. 5 JOB #: 13HS247F TYPE EJACK CM Job (13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / EJ48A Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B Webs 2x4 SP #3-13B .Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. MWFRS loads based on trusses located at least 7.50 ft. from roof edge. 3X4 DESC. = EJ48A PLT TYP.-WAVE FLORIDA THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 50. All wind load cases on this truss have a 1.33 duration factor. R=184# U=221# NAILED QUALITY TRUSS 1'1.1.: (954) 975-3384 FAX: (954) 978-8980 3120 N, W. 16t la TERRACE POMPANO SOEACH1 FL 33064 1'4" 1'1-3/8" R=430# U=359# RL=229/-39# W=8" (Rigid Surface) 1'6-5/8" 4'10" DESIGN CRIT•FBC10HVHZRESRPI-2007 FT/RT•20%(0%)/ 1(0) QTY= 2 TOTAL= 2 W.ARNJNQ•• 1 RUSSES REOUIRE EX1 REME CARE IN FABRICA1 IND, HANDLING, SHIPPIN., iso , n��Y( �, AND BRACIN". REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. •`IMPORTANT' FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL 8E PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/7P11 SEC. 2. 2'2" 00 1 R=119# U=34# NAILED REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 !SPACING 24.0" 00 M SEQ = 669816 SCALE =1.0000 1 REF DATE 08-29-2013 DRWG CM O/A LEN. al000 JOB #: 13HS247F TYPE JACK Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / J31 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. DESC. = J31 PLT TYP -WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10. CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5 0 psf. GCpi(+/-)-0.18 Wind loads based on MWFRS with additional CBC member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. R=110# U=158# NAILED FLORIDA QUALITY TRUSS 111.: (954) 975-3384 FAN: (954) 978-8980 • 3120 W. 16th TERRACE POMPANO BEACH, LFL 33064 1'4" 3'1-13/16" R=360# U=333# RL=189/-35# W=8" (Rigid Surface) 00 Si) 00 4 N R=228# U=13# NAILED DESIGN CRIT.FBCIOHVNZRESRPI-2007 FT/RT•20%(0Fy 1(0) QTY= 2 TOTAL= 2 'MTVWAR NQ i oma $ r c hnc t it�L: ,‘ N /r ; ,:;::� l;':�, a ✓„ �.„ r„w. ,Y 3 L Ii�JGrv� onvc ivy. REFER To bCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (W000 TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT” FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC , SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS OESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2 REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEC) = 669819 SCALE =1.0000 IREF 1 DATE 08-29-2013 DRWG CM 0/A LEN. 30113 JOB #: 13HS247F TYPE JACK Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / J25 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. DESC. = J25 PLT TYP.-WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads R=73# U=116# NAILED FLORIDA QUALITY TRUSS 11.1.: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 16th TERRACE POMPANO 1H/ACH, FL 33064 1'4" -I- 2'5-11/16" R=348# U=326# RL=172/-33# W=8" (Rigid Surface) R=220# U=7# NAILED DESIGN CRIT.FBCIOHVHZRESRPI-2007 FT/RT•20%10%y 1(0) QTY= 2 TOTAL= 2 WARNINQ * 1 HUSSES REQUIRE EXTREME CARE IN I-ABRICA I ING, HANULINU, SHINPIN(i, INS I ALLIN(i ANL) 13RACINIi REFER TO CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT' FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/TPI 1 SEC 2. REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 1 5.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1 .25 SPACING 24.0" SEQ = 669820 SCALE =1.0000 1 REF 1DATE 08-29-2013 DRWG O/A LEN. 20511 JOB #: 13HS247F TYPE JACK CM lob:(13HS247F) SAV IERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / BJ56 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #1 Dense -13B Bot chord 2x4 SP #1 Dense -13B Webs 2x4 SP #3-13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. 3X4 T 6-1/4" DESC.= BJ56 PLT. TYP.-WAVE 12 4.39 p 2X4 Special loads (Lumber Dur Fac.=1 25 / Plate Dur.Fac =1.25) TC- From 0 plf at -1.48 to 92 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 5 47 BC- From 2 plf at 0.00 to 2 plf at 3.00 BC- From 2 plf at 3.00 to 2 plf at 5.47 PLB- From 10 plf at -1.44 to 10 plf at -0.10 TC- 73.45 Ib Conc. Load at 2.88 TC- 169.23 Ib Conc. Load at 4.80 BC- 219.83 Ib Conc. Load at 2.88 BC- 116.11 Ib Conc. Load at 4.80 Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads R=216# U=80# NAILED io am tD V V 1 FLORIDA QUALITY TRUSS Tu.: (954) 975-33(14 FAX: (95 4) 978-8980 3 120 N. W. 16t h TERRACE POMPANO BEACH, FL 33064 - 1'5-13/16" -- 1'3-1/2" R=499# U=66# W=9-1/8" (Rigid Surface) 1113X5 1'8-1/2" 5'5-5/8" 2'5-9/16" W 1 R=206# U=15# NAILED DESIGN CRIT•FBCIOHVHZRES/TPI-2007 FT/RT•20%(0%y 1(0) QTY= 2 TOTAL= 2 lyARNINQ•' IKUSSES HEUUIRE EXTREME, CARE IN I-ASRICAIING, HANDLING, SHIPPING, INSIALLING ANU tl4ACING. R TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT' FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC , SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,X/H,SS) GALV STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND. UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2 REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669821 SCALE =0.7500 REF DATE 08-29-2013 DRWG CM O/A LEN. 50510 JOB #: 13HS247F TYPE HIP_JACK Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / BJ28 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B :Lt Level Return 2x4 SP #3.136: Lumber grades designated with .13B" use design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. All wind load cases on this truss have a 1 33 duration factor. DESC. = BJ28 PLT. TYP -WAVE THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT Special toads (Lumber Dur.Fac.=1 .25 / Plate Dur Fac.=1.25) TC- From 0 plf at -1 48 to 92 plf at 0 00 TC- From 2 plf at 0.00 to 2 plf at 2.68 BC- From 2 plf at 0.00 to 2 plf at 2.68 PLB- From 10 plf at -1.44 to 10 plf at -0.10 Bottom chord checked for 10.00 psf non -concurrent live load. Deflection meets U360 live and L/240 total load Creep increase factor for dead load is 1.50 Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads R=36/-12# U=180# NAILED FLORIDA QUALITY TRUSS T1 L.: (954) 975-3384 FAX (954) 978-8980 3120 N.W. 16th TERRACE POMPANO BEACH, FL 33064 1'5-13/16" ' = 2'8-1/8" R=361# U=614# RL=265/-24# W=9-1/8" (Rigid Surface) =1 R=221/-4# U=9# NAILED DESIGN CRIT•FBCIOHVHZRESRPI.2002 FT/RT•20%(0%y 1(0) QTY= 2 TOTAL= 2 "WARNING**I NUSJtb I-(tUUIIit CX 114 Mt I.HKt 1N FAHLNG KIUAI (NU, HANU, SI-111SI-111-0-101U,11-0-1U, INS IALLINU ANL) bIWI:ING. REFETBCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR , SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC.. SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC 2 REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669822 SCALE =1.0000 REF DATE 08-29-2013 DRWG 0/A LEN. 20802 JOB #: 13HS247F TYPE HIP_JACK CM Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / BJ55 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #1 Dense -13B Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. Special loads (Lumber Dur.Fac =1.25 / Plate Dur.Fac.=1.25) TC- From 0 plf at -1.44 to 92 plf at 0.00 TC- From 2 plf at 0.00 to 2 plf at 5.46 BC- From 20 plf at 0.00 to 20 plf at 3.51 BC- From 2 plf at 3.51 to 2 plf at 5.46 PLB- From 10 plf at -1.40 to 10 plf at -0.10 TC- 109.68 Ib Conc. Load at 3.51 TC- 141.59 Ib Conc. Load at 4.13 BC- 227.75 Ib Conc. Load at 3.51 BC- 235.28 Ib Conc. Load at 4.13 Deflection meets L/360 live and L/240 total load. Creep Increase factor for dead load is 1.50 All wind load cases on this truss have a 1.33 duration factor. R=181# U=77# NAILED -, }- 1'5-1/4" DESC. = BJ55 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS j.: (954) 975.3384 FAX: (954) 978-8980 3120 N. W. I M1rh TERR ACE' POMPANO BEACH, FL 33064 5'5-9/16" R=515# U=53# W=8-13/16" (Rigid Surface) 7-7 0) _I R=399# U=1# NAILED �yDyESSIIG�NICRIIT=RO.FBC10HVHZRESRPI-2007 FT/RT"20%(0%)/ 1(0) QTY= 2 TOTAL= 2 REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE NSTITUTE,tlriAl:INt,, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN. MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC 2 REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669823 SCALE =0.7500 1REF 1DATE 08-29-2013 1DRWG O/A LEN. 50509 JOB #: 13HS247F TYPE HIP_JACK CM Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / BJ48 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP 42 N -13B Lt Level Return 2x4 SP 43-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads (Lumber Dur.Fac.=1.25 / Plate Dur.Fac.=1.25) TC- From 92 plf at -1.44 to 92 plf at 4.70 BC- From 20 plf at 0.00 to 20 plf at 4.70 PLB- From 10 plf at -1.40 to 10 plf at -0.10 TC- 141.59 Ib Conc. Load at 4.13 BC- 235.28 Ib Conc. Load at 4.13 Wind loads and reactions based on MWFRS. Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1 50 All wind load cases on this truss have a 1.33 duration factor. R=305# U=158# NAILED DESC. = BJ48 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS 11, (954) 975-3384 FAX: (954) 978-8980 ' 3120 N. W. 16th TERRACE I'O AIPAJrl BEACH, FL 33064 1'5-1/4" R=482# U=190# W=8-13/16" (Rigid Surface) 4'8-3/8" DESIGN CRIT=FBCIOHVHZRES/TPI-2001 FTIRT=20%(0%1/ 1(0) QTY= 1 TOTAL= 1 ••W RNIN(•• I KUS5 .S KCUUIKt 1X1 KCMG L1AKt IN I-ABRIUA I INIi, HANULING, SMIHHINU, INS I ALLINIi ANL/eKAI.ING. REFER TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC 2 c5 N R=337# NAILED N REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD. 55.0psf DU R. FAC. 1.25 SPACING 24.0" SEQ = 669824 SCALE =1.0000 REF DATE 08-29-2013 DRWG 0/A LEN. CM 40806 JOB #: 13HS247F TYPE HIP_JACK Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF,/ BJ4 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B Webs 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Deflection meets L/360 live and L/240 total load Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. 1112X4 DESC. = BJ4 PLT. TYP.-WAVE 3'5-1/2" THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT Special loads (Lumber Dur.Fac.=1.25 / Plate Dur Fac.=1 25) TC- From 92 plf at 0.00 to 92 plf at 3.75 BC- From 20 plf at 0.00 to 20 plf at 3.75 TC- 141.59 Ib Conc. Load at 3.18 BC- 235.28 Ib Conc. Load at 3.18 Wind loads and reactions based on MWFRS. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. R=293# U=157# NAILED 1112X4 R=324# U=88# NAILED FLORIDA QUALITY TRUSS r '111 J.: (954) 975-3384 PAN: (954) 978-0980 • 3120 N.V. 16th TERRACE 1'(.J611A\O JDEACJJ, EL 33064 3,9„ R=328# NAILED DESIGN CRIT•FBCIOHVHZRES/TPI-2007 FT/RT•20%(0%)/ 1(0) QTY= 1 TOTAL= 1 ..wARNINe.. I KUSSCS KtUUIKt t5I KCMt (..Alit IN 1-H5KIUA INS IALLING ANL) dKAl:Al . REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA. 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN', ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING. HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC. BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC 2. REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669825 SCALE =1.0000 IREF 1DATE 08-29-2013 DRWG CM 0/A LEN. 30900 JOB #: 13HS247F !TYPE EJACK Job.(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / J46 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B Webs 2x4 SP #3-13B :Lt Level Return 2x4 SP #3-13B Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. DESC. = J46 PLT .TYP.-WAVE • 3X4 FLORIDA QUALITY TRUSS .. r THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFRS LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4.50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions Bottom chord checked for 10.00 psf non -concurrent live load Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. R=169# U=204# NAILED �— 1'5-7/16" 'ft q.: (954) 975-3384 FAX: (934) 978-8980 • 31301 V. W. 1.6th Tr,R.R.ACE POMPANO) 131/ACI3, FL 33064 1'2-1/2" R=430# U=376# RL=208/-29# W=8" (Rigid Surface) 1'5-1/2" 4'6-13/16" 1'10-13/16" DESIGN CRIT=FBC10HVHZRES/TPI.2007 FT/RT=20%(0%)/ 1(0) QTY= 2 TOTAL= 2 "WARNING"urtcU.icrucN�ctirdo1;%;:, (Tv, w TE o�ili"W REFER TO SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3 A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/7P11 SEC 2. o R=116# U=31# NAILED REV. 12.03.03.02 25.15 TC LL 30.0psf TC DL 15.Opsf BC DL 10.Opsf BC LL 0.Opsf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" \.}7 SEQ = 669826 SCALE =1.0000 IREF DATE 08-29-2013 DRWG CM O/A LEN. 40613 JOB #: 13HS247F I TYPE JACK Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF /J34 THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT (") 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B Webs 2x4 SP #3-13B .Lt Level Return 2x4 SP #3-138: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. 3X4 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads, R=109# U=146# NAILED DESC. = J34 PLT TYP.-WAVE FLORIDA QUALITY TRUSS 'FI.I..: (954) 975-3384 FAX: (954) 978-8980 • 3120 N.W. 166 TERRACE I'OMI'A.NO BEACH, FL 33064 1'5-7/1 6" 1'2-1/2" - 1'5-1/2" z I - 7-5/8" H 3'3-5/8" R=370# U=359# RL=180/-28# W=8" (Rigid Surface) R=148# U=26# NAILED DESIGN CRIT.FBCIOHVHZRES/TPI. QTY= 2 TOTAL= 2 • •• .... .. 161k,\.IlIIVI3, r%�.. ..... 2007 FT/RT40%(0• 1(0) �yy,1,gN� Q ��.i�co ncu��nP cr, v`c(�Yc ilnc „�P i-; n ru��rv�, on�:r"I u, �(�o � (+LL���i; ;iw.i oni(.:iiw REFEF2 70 ECSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE. 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. 'IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z, ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER PER ANSI/7P11 SEC. 2. REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.0psf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0" �y SEC) = 669827 SCALE =1.0000 REF 1DATE 08-29-2013 DRWG O/A LEN. 30310 JOB #: 13HS247F TYPE JACK CM Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / J39 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N-136 Lt Level Return 2x4 SP #3-13B. Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5 0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions Bottom chord checked for 10 00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads R=142# U=189# NAILED DESC. = J39 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS T1,1.: (954) 975-3384 FAX: (954) 978-8980 3120 N.W. 181h TERR ACE POMPANO BEACH, FL 330(4 1'4-7/16" - I - 3'9-7/8" R=383# U=350# RL=200/-34# W=8" (Rigid Surface) DESIGN CRIT=FSC1OHVHZRESRPI-2007 FT/RT=20%(0%)/ 1(0) QTY= 4 TOTAL= 4 REFE13 f0 SCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE NSTITUTE,tlHACING. N N R=235# U=16# NAILED 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT' FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2 ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC 2 REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.0psf BC LL 0.0psf TOT.LD, 55.0psf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669828 SCALE =1.0000 REF DATE 08-29-2013 DRWG CM O/A LEN. 30914 JOB #: 13HS247F TYPE JACK Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / CJ5 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B :Lt Level Return 2x4 SP #3-138: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50 All wind load cases on this truss have a 1.33 duration factor. THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, not located within 4 50 ft from roof edge, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf GCpI(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. R=198# U=240# NAILED DESC.= CJ5 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS '11. t.: (954) 975-3384 FAX: (954) 978-8980 r, 3120 N.W. 16th TER R.AC E 1'OSIl'ANO BEACH, FL 33064 • 1'4" R=438# U=362# RL=233/-39# W=8" (Rigid Surface) 5' DESIGN CRIT•FEGIOHVHZRES?PI-2007 FTIRT•20%(0%)/ 1(0( QTY= 2 TOTAL= 2 "WA M�N�.. I HUSSES REUUIHE EXI HEMS CARE IN hABHICAI ING, HANDLING, SHIPPING, INSIALLING ANL) BRACING. R Fi TO $CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT• FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL, APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2. R=249# U=22# NAILED SEQ = 669829 REV. 12.03.03.0225.15 SCALE =1.0000 TC LL 30.0psf REF TC DL 15.0psf DATE 08-29-2013 BC DL 10.0psf DRWG BC LL 0.0psf CM TOT.LD. 55.Opsf O/A LEN. 5 DUR.FAC. 1.25 JOB #: 13HS247F SPACING 24.0" TYPE JACK Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / CJ3 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N-138 :Lt Level Return 2x4 SP #3-138: Lumber grades designated with "138" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor, THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.09 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads R=102# U=247# NAILED DESC. = CJ3 PLT. TYP.-WAVE Ir., s .. FLORIDA QUALITY TRUSS '1'1.1.: (954) 975-3384 PAX; (954) 976-8960 3120 N.W. 16th TERRACE POMPANO IILACII, FL 33064 • 1'4" 3' R=357# U=609# RL=329/-29# W=6" (Rigid Surface) _. - 2'3-15/16" R=226# U=17# NAILED DESIGN CRIT•FBCIOHVHZRES/TPI-2007 FTIRT•20%(0%y 1(01 QTY= 6 TOTAL= 6 Tr" �NING•* I KUSSt5 KtUUIK(:AKLI t t5l KtMt t IN 1-AUKICA I ING, IIANUNU, SKIYI'ING, INS IALLINLj ANU bKIi ACIN. R O BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. **IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN. ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING & BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AF&PA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,WSS/K) ASTM A653 GRADE 40/60 (W.K/H,SS) GALV STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC. 2 REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.0psf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEC) = 669831 SCALE =1.0000 REF DATE 08-29-2013 DRWG CM 10/A LEN. 3 'JOB #: 13HS247F TYPE JACK Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / CJ1 Top chord 2x4 SP #2 N -13B Bot chord 2x4 SP #2 N -13B :Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets U360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. R=-51# Rw=143# U=61# NAILED DESC. = CJ1 PLT TYP.-WAVE FLORIDA QUALITY TRUSS (954) 975-33)43 FAY: (954) 978-8980 3120 N- W. 16th TER.RAC F. POMPANO BEACH. FL 33064 1' H- 11-3/16" -] R=353# U=670# RL=212/-28# W=6" (Rigid Surface) 1 R=200/-11# U=13# NAILED THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 20.68 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5.0 psf, wind BC DL=5.0 psf GCpi(+/-)=0.18 Wind loads based on MWFRS with additional C&C member design & reactions. Bottom chord checked for 10.00 psf non -concurrent live load Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads DESIGN CRIT•FBCIOHVHZRESRPI-2007 FT/RT•20%(0%)/ 1(0) QTY= 6 TOTAL= 6 . NINU HUSS . MtUUIHt tx l FftMt UMN IIV 1 AeHIU 1 I BT nMNU�ING, Snlr'HNG, INS I ALUNL, ANU b'eAe' t, REFS O CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS. INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NOS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,WH,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A-2. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN. THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC 2. REV. 12.03.03.0225.15 TC LL 30.Opsf TC DL 15.0psf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.0psf DUR.FAC. 1.25 SPACING 24.0'I SEQ = 669833 SCALE =1.0000 REF DATE 08-29-2013 DRWG CM O/A LEN. 1 JOB #: 13HS247F TYPE JACK Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / HJ7 Top chord 2x4 SP #1 Dense -13B Bot chord 2x4 SP #1 Dense -13B Webs 2x4 SP #3-13B .Lt Level Return 2x4 SP #3-138. Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total load. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. 3X4(B1) 6-3/16" =2X4(R) T 6-1/4" i I Im H 12 3.54 V THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5.0 psf GCpi(+/-)=0.18 Wind loads and reactions based on MWFRS. Left cantilever is exposed to wind Hipjack supports 7-0-0 setback jacks with no webs Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. 5'1-11/16" R=421# U=221# NAILED 3X4 DESC. = HJ7 PLT. TYP -WAVE • FLORIDA QUALITY TRUSS '11i.: (954) 975-3384 FAX: (954) 978-8980 3 20 N. W. (6(b TERRACE POMPANO SEACII, I -L 33064 1'10-5/8" R=646# U=231# W=4-1/4" (Rigid Surface) 0 1112X4 9'10-1/16" DESIGN CRIT"FBCIOHVHZRES(IPI.I007 FT/RT"70%(0%y 1(0) QTY= 1 TOTAL= 1 RN� N �� IHUSStS RtUUIHt 001KOMO CARL IN FAtlHICA I IN(a, HANULINCi, SHII'YIN(i, INS IALILIN(i ANI) BHACIN(a. R RN70 $CSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE SIR., SUITE 312, ALEXANDRIA, VA. 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN; ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI; OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES. DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER. PER ANSI/TPI 1 SEC 2 =4X5 M R=391# U=63# NAILED REV. 12.03.03.022 5.15 TC LL 30.Opsf TC DL 15.Opsf BC DL 10.Opsf BC LL O.Opsf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669834 SCALE =0.5000 REF DATE 08-29-2013 DRWG CM O/A LEN. 91001 JOB #: 13HS247F TYPE HIP JACK Job:(13HS247F) SAVIERO - VERSAILLES - LOT 39d FLOOR LOW ROOF / HJ5 Top chord 2x4 SP #1 Dense -13B Bot chord 2x4 SP #1 Dense -13B -Lt Level Return 2x4 SP #3-13B: Lumber grades designated with "13B" use design values approved 1/30/2013 by ALSC Deflection meets L/360 live and L/240 total Toad. Creep increase factor for dead load is 1.50. All wind load cases on this truss have a 1.33 duration factor. T=2X4(R) 6-3/16" �T I DESC. = HJ5 PLT. TYP.-WAVE FLORIDA QUALITY TRUSS - 3X4(B1) 12 3.54 p THIS DWG. PREPARED BY THE ALPINE JOB DESIGNER PROGRAM FROM TRUSS MFR'S LAYOUT 170 mph wind, 21.50 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, RISK CAT II, EXP C, wind TC DL=5 0 psf, wind BC DL=5.0 psf. GCpi(+/-)=0.18 Wind Toads and reactions based on MWFRS. Hipjack supports 5-0-0 setback jacks with no webs. Truss checked for 200# movable concentrated load along Bottom Chord, nonconcurrent with design gravity loads. R=318# U=219# NAILED -i '1'1.1.: (9.54) 975-3384 rA♦\: (954) 978-8980 3 120 N. W. 16th TER RACE PUMP YN() BEACH, FL 33064 1'10-5/8" R=470# U=200# W=7-3/4" (Rigid Surface) 7'0-1/8" DESIGNCRIT•FBC1OHVHZRESRPI-2007 FT/RT•20%(0%)/1(0) QTY= 2 TOTAL= 2 "WA NINQ•* 15USStS HtUUIHt 5,X1 HtMt (:AHC IN I-AtHICA 1 ING, MANULINU, SMIP"l TNG, INS 1 ALLING ANU tlkAL.INI). REEFFESR TO BCSI (BUILDING COMPONENT SAFETY INFORMATION), PUBLISHED BY TPI (TRUSS PLATE INSTITUTE, 218 NORTH LEE STR., SUITE 312, ALEXANDRIA. VA 22314) AND WTCA (WOOD TRUSS COUNCIL OF AMERICA, 6300 ENTERPRISE LN, MADISON, WI 53719) FOR SAFETY PRACTICES PRIOR TO PERFORMING THESE FUNCTIONS. UNLESS OTHERWISE INDICATED, TOP CHORD SHALL HAVE PROPERLY ATTACHED STRUCTURAL PANELS AND BOTTOM CHORD SHALL HAVE A PROPERLY ATTACHED RIGID CEILING. "IMPORTANT" FURNISH COPY OF THIS DESIGN TO INSTALLATION CONTRACTOR. ALPINE ENGINEERED PRODUCTS, INC., SHALL NOT BE RESPONSIBLE FOR ANY DEVIATION FROM THIS DESIGN, ANY FAILURE TO BUILD THE TRUSS IN CONFORMANCE WITH TPI, OR FABRICATING, HANDLING, SHIPPING, INSTALLING 8 BRACING OF TRUSSES DESIGN CONFORMS WITH APPLICABLE PROVISIONS OF NDS (NATIONAL DESIGN SPEC, BY AFBPA) AND TPI. ALPINE CONNECTOR PLATES ARE MADE OF 20/18/16GA (W,H/SS/K) ASTM A653 GRADE 40/60 (W,K/H,SS) GALV. STEEL. APPLY PLATES TO EACH FACE OF TRUSS AND, UNLESS OTHERWISE LOCATED ON THIS DESIGN, POSITION PER DRAWINGS 160A -Z. ANY INSPECTION OF PLATES FOLLOWED BY (I) SHALL BE PER ANNEX A3 OF TPI 1-2002 SEC. 3. A SEAL ON THIS DRAWING INDICATES ACCEPTANCE OF PROFESSIONAL ENGINEERING RESPONSIBILITY SOLELY FOR THE TRUSS COMPONENT DESIGN SHOWN THE SUITABILITY AND USE OF THIS COMPONENT FOR ANY BUILDING IS THE RESPONSIBILITY OF THE BUILDING DESIGNER, PER ANSI/TPI 1 SEC. 2. R=268# NAILED REV. 12.03.03.0225.15 TC LL 30.0psf TC DL 15.0psf BC DL 10.Opsf BC LL 0.0psf TOT.LD. 55.Opsf DUR.FAC. 1.25 SPACING 24.0" SEQ = 669835 SCALE =0.7500 REF DATE 08-29-2013 DRWG CM O/A LEN. 70002 JOB #: 13HS247F TYPE HIP_JACK )lii. -�'•�+ �'-'1i� lJt-tii°i,t- i;r oi: tiiif�) .,f' tli11 • - i .:IV:?0reI ! t`' )t"-§iblti',t- .".'r.•l 1:.!`'S ..I '1:.; ITDi' tfi'titt,; A, `-j::`1s} :Aotiijitcl 111[7(, t lifil- ,., , t { ; t ! 1 ? f -z ltitr I4 i t t .91- Summary Sheet .COMMENTARY.•and RECOMMENDATI,ONS'for HANDLING, INSTALLING.&`BRACING. METAL. PLATE CONNECTED. WOOD: TRUSSES ° • Itis the resoonsibilitvofthe instaferfbuilder._buildlrlacontractor licensedconfractor. 'erectororerectioncontractor) fooroberlvieceive,unload s(ore.•hapd/e- install and • brace rrietal plate connected wood trusses to onitec1Nife and orooerfv.-The installer mus(exercise the same high degree of safety, awareness aswith:any other structural maten�TP al.1.does not intend these recommendations to be'interpreted as superior • to the, project Architect's or Engineer's design specificat'ibh'for ttarrdling, installing and bracing wood trusses for a particular roof or floor. These. recoinmendationsare . based. upon the collective_experience of leading technical! personnel In the wood .• 07:1#111.1.1 =i�� {14ir ta>- a Ci F �i tt= >',' �Mi i �' ',• t' !t,(_i', ltf;(-i i tR: J.It: +fi (i: tat7t 'y .)1 7 {) lfsl Iii: i!!i i-\ Ix lc i�ti(a1, Sist=t3�i.,.11(�ii1 t-.,ol7(��ik (S-13t[�itt� +f TRUSS PLATE.INSTITUTE 583D'oriofrio Dr.; Suite200 Madison, Wisconsin53719 " (608)833-5900' •at•i,'.I :. ,• „+ �..u• ;:;: -� t-:. It . _rnc truss industry, but must, due to the nature of responsibilities involved, be • presented as a guide for the use of a qualified building designer or installer. Thus, the TrussPlate Institute, Inc. expressly disclaims any responsibility for damages arising from -,,the use, • application or reliance on -the recommendations. and intonation contained herein by building designers, installers, and others: Copyright ®_6y -Truss Plate. Institute, Inc. All rights'reserved. This document or any part thereof nnu'st not. b'e'reproduced in any form without -written permission of the publisher. -Printed in the United States of America. t..l ,t IAjtll 1a1 4.731" 1.:11114 • ��1r7.1_IIC ,:t • .13 TRUSS STORAGE 1 lot .ati Cess ,° <° 7Go'no�;fare"ai�h�ndiR ti x3r4S3��# iemsnsf. ,..g. ar�•1egins: Careshould-be-exe[ctsed;n,lbandinise='• moval to avoid Shifting .of•inct victual:trussesp• WARNING: Do not lift bundled trusses 'by the. bands. Do not use damaged trusses. DAi•TGER t not store bu clle. uptight unless- roper[y braced. Do not break bands unci[ bu nd[es ""are;piced;in:a stable hor'izoritahposition, 'DANGER: Walking on trusses which are:lying flat is extremely dangerous and should be strictly prohibited. • 60° /or less ekb-ip..41 c7x-i r,6f 173.1t (-0! if0 • Tag :. 0,PFP_Aniate.IY Aciproxlmately Une.: 1/2.truss length .,,Truspartp less than 30 . .Sp[ea'de,r;Elerr,'• .--•fcie'. In .z--- • - • ;1/216, trusslehnth . • -• • Lees then or equal to 60' 7- 60° or less Spreader Bar Toe -In, • Tag Line Tag Line _ • . • AA p 11 :ftIntilf.00& / • ••. - MECHANICAL INSTALLATION Lifting devices should be connected to the truss top chord with a closed-loop ' Steondbabk/:- attachment utilizing materials such as eiderBar. Spr slings, chains, cables, nylon strapping, etc. of sufficient strength to carry the . A : weight of the truss. Each truss should be set in proper position per the building designer's framing plan and held with the lifting device until the ends of the truss are securely fastened and tempo- : rary bracing is installed. _ . - . - Approximately %to %truss length . •-- - --Less than or equal to 60'• Tag . Line Tag Line • Strongback/ • SpreaderBar -At or above - • Mid -height • Approximately _1 ".. 1/2to Yitruss length " I 10' /1/ • / Aonroximatelv fo Y truss length Greater than 60' Tag. Gr -eater than 60' • - , • 12 (-11'1 ! A l• :I• I I . z-, r. fz .1. 1,11!: • f.z...1-0:- j z:f f Ai : )1' ;- •4-•11: . !•-:f11":' fiz .t 1 ":1", ! !f:';:-1 • 1';t .,.!1.1fst !lz •I GROUND BRACING:BUILDING INTERIOR _ \'\ 17n. 11110.. • 1-0%, 11°--- li.Jr a bra •-1 g oup.:(Atrusses /•-•,\,••• 1 End brace:(EB),' • Grol'and brace '.'s• • laleial (LBG) --,..,...\\ -\..., k Ground brace ,-' - / \) ertical (GEtv) /Top Chor-Z-GBV GBD 'GROUND BRACING: BUILDING EXTERIOR 1 Top Chord •Typical vertical attachment End Wall Sid • • Ground brata.!:' diagonals (GB) Note: 2" floral- systcrir shall havo! adequate capacityto-sunport ground braces. ,_ 2nd pc,,r 1:1 floor / Blocking Ground Brace Verticals GBv) Ground braco diagonalo (GBD) Ground brace vertical (GB) Ground .13t truer- of br. r1 liteial!,(AoD) d • .• • . - group of truss! f.c..;.:1•,.End'brace(EB) Backup oN, ground :tako Driven ground stakes - CAUTfON: Ground bracing required for all Installations. 1_ Strut (ST) \z'v Typical horizontal tic member with multiple stakes (NT) 12 4 or greater SPAN Up to 32' Over 32' - 48' Over 48' - 60' Over 60' TOP CHORD TOP CHOFID DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBS) PITCH SPACING(LBS) [# trusses" SP'11F I SPF/HF 4/12. 8' '2d I 5 4/12 6' 10 { 7 4/12 5' 6 4 See a registered professional engineer .DF,'-:DougiasFir-Larch SP - Southern Pine HF -,Hem Fir•" • SPF -:Spruce-Pine-Fir AlOaf-erat 6 �s'-'. • +.:,n ••-2.-'., y Required Iappeci a tleas142 ,.: q trusse S ?:: '�.Lk.''' �5: :., _�':;:; 10' or Greater I Continuous Top Chord Lateral Brace Attachment Required Top chords that are laterally braced can buckle togetherand cauaecollapse if there is no diago- nal bracing. Diagonal bracing should be nailed to the underaide of the top chord when purlins are attached to the topside of the top chord. PITCHED TRUSS f Ili ito:; a I- :istn) - . .•trattc ,e!:o-:,c�c.: :t t.t;.11 / r. TOP CHORD IVIINIMCIM TOP CHORD DIAGONAL BRACE PITCH :LATERAL BRACE: SPACING (DB8 SPAN' DIFFERENCE.SPACING(LBS) [°# trusses" SPIDF. ° SPF/HF IUpto28' 2.5 7' 17 12 1 1 Over 28' - 42' 3.0 6' 9 6 I 1 Over 42' - 60' 3.0 5' 5 3 I Over 60' See a registered professional engineer DF "-Douglas Fir -Larch SP - Southern Pine HF Hem -Fir SPF - Spruce -Pine -Fir - Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required All lateral braces lapped at least 2 trusses. Top chords that are laterally braced can buckle togetherand causecollapse if there isno diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. SCISSORS TRUSS 1 -1 4 or greater SPAN - Up to 32' I Over 32' - 48' Over 48' - 60' '1 Over 60' BOTTOM CHORD BOTTOM CHORD: DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBS) PITCH SPACING(LBS) [# trusses] 4/12 4/12 4/12 15' 15' 15' 20 10 6 See a registered professional engineer DF - Douglas Fir -Larch HF - Hem -Fir -Bottom-chorddiago(ta[:bracing repeated:' at:each-en:of d'the::buii.iing and at same spacingas:top chord}dtagonal:bracing. 15 7 4 SP - Southern Pine SPF - Spruce -Pine -Fir Alt lateral braces Tapped at least 2 trusses. BOTTOM ICHORD•:PLANE ! -i ,.. (.(:!• r :l.Ili _+:1:11 I-. • • • •! -il.lt a r!•1.:; r • Cross bracing repeated at each end of the building and at 20' intervals. WEB MEMBER PLANE Permanent continuous lateral bracing as specified by the truss engineering. 0 TOP CHORD TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBs) SPAN DEPTH SPACING(LBs) trtts ses] S•wit i 5°t't-/tit 8' 16 10 6' 6 4 5' 4 2 See a registered professional engineer IUp to 32' 30" Over 32' - 48' 42" Over 48' - 60' 48" Over 60' DF -:Douglas Fir -Larch SP - Southern Pine HF -. Hem -Fir ' ' SPF -Spruce-Pine-Fir 2x4/2x6 PARALLEL CHORD TRUSS Top chorda that are laterally braced can buckle togetheg and eausecollapae if there iano diago- nal bracing. Diagonal bracing should be nailed to the undaraide of the top chord when purlins are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 10' or Greater Attachment Required 30". or } greater The end diegonahbrace. for.'cantilevered trusses must be -placed on vertical itrebs.in line with the support. End diagonals are e sfabllity and must bedup i;tt both' iinds-of.the truss system: )1;1•••:.:111 .:C., x:11 ... .. ._ •.o� .lir{1'ld:: 4x2 PARALLEL CHORD TRUSS:TOP CHORD f Top chords that are laterally braced can buckle togetherand cause collapse if there iano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. Continuous Top Chord Lateral Brace Required 15 10' or Greater Attachment Required All lateral braces lapped at least two trusses. End diagonals a- re - essential for stability and must be duplicated on both ends of the truss system. 4, 3t/ " z >< Trusses must have lum- ber oriented in the hori- zontal direction to use this brace spacing. 416 TOP CHORD TOP CHORD DIAGONAL BRACE MINIMUM LATERAL BRACE SPACING (DBS) SPAN PITCH SPACING(LBS) [# trusses] IISP/DF.. SPF/HF 1 Up to 24' 1 3/12 1 8' 1 17 12 1 1 Over 24' - 42' 1 3/12 1 7' 1 10 6 1 1 Over 42' - 54'1 3/12 6' 1 6 4 1 1 Over 54' 1 See a registered professional engineer 1 DF –Douglas Fir -Larch SP - Southern Pine HF - Hem -Fir SPF - Spruce -Pine -Fir Diagonal brace also required on end verticals. Top chords that are laterally braced can buckle togetherand cause collapse ifthere iano diago- nal bracing. Diagonal bracing should be nailed to the underside of the top chord when purlins are attached to the topside of the top chord. MONO TRUSS 1 12 —]3or i'N, greater \ B' /moi: / All lateral braces lapped at least 2 trusses. Continuous Top Chord Lateral Brace Required -10' or Greater I Attachment Required :i «.I 3i .sic u: ,« �« l =i, as:i.11i -7":,•3i1t?I i;.11!214.;1- .� .:t:t-i--: ���«• :;«.I11')1 1 i1 PLUMB D(in) 1 INSTALLATION TOLERANCES 1 D/50 D(ft) 12" 1/4" 1' 24" 1/2" 2' 36" 3/4" 3' 48" 1" 4' X 60" 1-1/4" 5' 72" 1-1/2" 6' 84" 1-3/4" 7' 96" 2" 8' Truss 108" 2" 9' Depth D(in) Maximum Misplacement Lesser of / D/50 or 2" Plumb Line OUT -OF -PLUMB INSTALLATION TOLERANCES. WARNING:.Do not cut trusses. T L(in) BOW Length L(in) ............. ... : ............. ... •• ............ L3 1 Lesser of L/200 or 2" L(in) Lesser of L/200 or 2" L(in) L/200 L(ft) I L(In) L/200 L(ft) 150" I 1/4" 1 4.2' 1100" 1 1/2" 1 8.3' 1 1150" 13/4" I 12.5' Frame 6 200" 1" 116.7' 250" 1-1/4" 120.8' 1 300" I 1-1/2" 125.0' I OUT -OF -PLANE INSTALLATION TOLERANCES. •.TDANGER: 'Under. no circumstances' should. constructionloads of any description be placed on unbraced trusses.