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1661 ATLANTIC BEACH DR - TRUSS PLACEMENT DIAGRAMS OFFICE COPY OFFICE C OPY 1%. 71-05-00 b 10-00-00 53-05-00 6-00-00 0 F09 0 2 B — ao rn 0 ti r` 0o co 00 00 o ao 00 co ao M Cl) v v d- Ln 0 0 0 0 0 ,0 0 0 0 ,0 0 1-1 -04 BUILDING GOINPONENT SUPPLY} INC, H H F- H— F H ~ F F' � F- F- F- F- LL LL L- L_ LL L_ L_ L. L. LL LL F1 0 4627 JP HALL BLVD. SUITE 208 2-� -OO p GREEN COVE SPRINGS, FL 32043 !I F10' o O: 904.297.9390 F: 904.529. 1 406 2-00-00 Flo BEARING HEIGHTS v o 0 0 0 0 0 0 0 0 o FT05 0 C3 0 0 0 0 0 0 0 0 0 0 2-0'-00 N 16-0 -00 II 0 0 0 0 0 0 0 0 0 o F10 —I 91- 1 1 /sn �� N N N N N N N N N N 0 j 2-00-00 LO j j F10 2-00-00 FT06 f 1 QI- /811 rn o T 2-0 -00 FT06 M F10 2-00-00 0 m o Ii � � � N jI 2-00-00 F11 2-0'-00 FT07 FT07 0, F11 2-00-00 2-0--000 I o o F11" 11 1-0 -00 FT07 i c N ;N FG01 THIS IS A TRUSS PLACEMENT DIAGRAM ONLY. C) — ( THD26-2 o 0 o O O o N to o!; 41 F- F- F- F- F- These trusses are designed as FT03 L- L- L- U- L- r M l07 O 0 O 0 j 2-0 -oo I M j individual building components to be ` 7-03-00 8-0 -o 0 0 0 0 o T56 incorporated into the building design at FTo the specification of the building J e� N N N N �I 07 �, �, �, �,1 �, 2-0 -oo designer.See individual design sheets T42 THD26 C S T57 for each truss design identified on the 0 0 � FTo q q o o o placement drawing.The building q �o 2-0 -oo 0 0 0 0 II designer is responsible for temporary ' T57 V � \ N N N N � M FT03 and permanent bracing of the roof and floor system and for �1'g V CD 2-00-00 T57 structure.The design oft he truss FTo3j j 0 1 0 o support structure including headers, r. 2-00-00 ! ;i N T57 > beams,walls,and columns is the Ia N � N 17 = j N responsibility of the building designer. 24 1-0 -04 FTO For general guidance regarding 4-00-00 T57 bracing,consult"Bracing of Wood r 7- N FG03 N N N N Trusses"available from the Truss Plate 24 FT02 �usza j _ C, o b o 0 0 2-00-00 Institute,583 D'Onifrio Drive; Madison, 0 0 0 0 0 0 0 JUs2a T57 1 1 - WI 53179. 24 o 0 0 0 0 o FT02 ATTENTION. N N N N N N2_0 _oo b 0 T57 / JUS24 4-00-0 9 -oo-0 4-0 -00 1 Refer to truss layout and engineering documents that arrive with delivered 04 FT 2 0 -00 0 co field trusses. U- j T56 N Unless noted otherwise,all beams are To2 �Usza �jCa by others. M N N N N N coM IT It � � co N N M o 0 0 0 0 0 0 0 1-1 -04 �u u� �n Ln �n j o LL LL LL L- LL LL LL I-- N REVISION DATE FT01 CHECKED BY 00/00/15 7-00-00 2-11-11 61-05-05 71-05-00 Floor Connector Total List CLIENT TOLL BROTHERS Products Manuf Product Qty PlotlD Length Product Plies Net Qty USP JUS24 9 SUBDIVISION ATLANTIC BEACH FBM1 19-04-09 1'-3/4" c 16"VERSA-LAM®2.0 3100 SP 2 2 USP THD26-2 2 USP THD46 2 MODEL GREENWOOD THDH26-3 1 USP ELEVATION CARRIBEAN LOT # DRAWN BY C J R DATE FIRST FLOOR LAYOUT 06/23/2016 SCALE: NTS Oil REF# 1 ❑33 1 TO OFFICE COPS` 71-05-00 10-00-00 53-05-00 6-00-00 q -- — zz F09 0 cfl 00 rn 0 COo r I� co 00 00 0 0 0 0 Cl) Cl)Cl) Cl) '� v LO 0 0 0 0 0 0 Il LL LL It LL 0 0 0 1-1 -04 BUILDING COMPONENT SUPPLY, INC. LL l.t_ ti Il 0 LL lt_ F10 4627 JP HALL BLVD. SUITE 208 2-0 -00 pT GREEN COVE SPRINGS, FL 32043 F10 0 0: 904.297.9390 I 2-0 -00 F: 9 04.52 9. 1 40 6 Flo o BEARING HEIGHTS i 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2-0 -00 FT05 16-0 -00 0 0 0 0 0 0 0 0 0 o Flo N N N N N N N N ' - - 91- /BII C) N N y 0 2-0 -00 FT06 M a) 1-10 2-0 -00 10 1- 1 1 811 2-0 -00 FT06 w m F10 2-0 -00 00 BCSJ F11 FT07 E 2-0 -00 2-0 -00 F11 FT07 Q 2-0 -00 2-0 -00 - / I / a 2-W F11 1-0 -00 FT07I 00 �— — N N 2 FG01 FT07 THIS IS A TRUSS PLACEMENT � THD26-2 41 THD26 0 0 0 0 0 0 N o: DIAGRAM ONLY. These`co J07 FT03 signed as � � � � individual dual bu d ns compare onents to be 0 0 0 0 0 2-0 -00 M 9 P 7-03-00 a-o -oo 0 0 0 0 o T56 incorporated into the building design at 07 N N LO N 9 FT03 the specification of the building T42 THD26 0 0 � 2-0 -oo designer.See individual design sheets s Ts7 for each truss design identified on the a a 2-0 0o FTo 0 0 0 0 o placement drawing.The building ' O O O o T57 designer is responsible for temporary ri ��i9 N N N N 2-0-00 and permanent bracing of the roof and FT03 o floor system and for the overall \\ FT03 0 T57 M structure.The design of the truss 2-0 -oo > o o support structure including headers, N o LO beams,walls,and columns is the '* a a T57 0 0 24 FT03 0) j > j _ N responsibility of the building designer. 4-00-00 1-0 -04 For general guidance regarding 0 bracing,consult"Bracing of Wood 0 7- 2 FG03 N N N N ry � T57 24 FT02 Jusza = Trusses"available from the Truss Plate 0 O o0 0 0 0 2-0 -00 Institute 583 D'Onifrio Drive Madison 24 o o o JUS24 '_' T57 WI 53179. N N N N N N FT02 2-0 -00 ATTENTION. �.3Dt 0o T57 / JUS24 4-00-0 -00-0 4-0 00 Refer to truss layout and engineering FT02 N documents that arrive with delivered 2-0 -00 field trusses. CN Unless noted otherwise, all beams are .tea. 0 .N �N N N N N M FT02 JUS24Ln �. �, �, M N N w 56 00 by others. N LL lU_ loi loi loi l0i l0i 1-1 -04 Ln Ln un Ln Ln Ln Ln Ln Ln ~ ~ N 7-00-00 REVISION DATE 2-11-11 61-05-05 FT01 CHECKED BY 00/00/15 71-05-00 Products Floor Connector Total List CLIENT TOLL BROTHERS Manuf Product Qty PIotID Length Product Plies Net Qty USP JUS24 9 SUBDIVISION ATLANTIC BEACH FBM1 19-04-09 1-314"x 6"VERSA-LAMO 2.0 3100 SP 2 2 USP THD26-2 2 USP THD46 2 MODEL GREENWOOD USP THDH26-3 1 ELEVATION CARRIBEAN LOT # DRAWN BY CJR DATE FIRST FLOOR LAYOUT 06/23/2016 SCALE: NTS Oil REF# 10331TO