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SIMPSON HGAM11 W/ (4) 1/4"x1 1/2" SDS SCREWS TO BLOCKING & (I 1 /4"X2 3/4" TITEN TO CMU 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ \ SCHEDULE FOR SHEATHING DETAIL- (2) 16d NAILS--\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA, END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED,�x IF >9" SEE 1O/S5 BACKNAIL w/ (2) 16d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. MAX 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 MAX. 9" BACKNAIL w/ (2)16d NAILS UNSUPPORTED, BACKNAIL w/ (2)16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL \\\ NAI ING SCHEDULE FOR SHEATHING MAX. 9" UNSUPPORTED, IF >9" SEE 1O/S5 "L" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD •2x4 "T" ON TOP OF PANEL 2 x6 P.T. SILL NOTCH L BRACE HERE BLOCKING, FASTEN WITH Zx4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED THE FIRST (4) ROWS OF TRUSSES x I 1Odx3" @ 4" O/C FASTEN WITH 10dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOC IN TOP OF PANEL SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCREWS TO INSTALLED PER MANUF. @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META12 w/(7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. 45°± 45° ± SEE STRUCTURAL NOTES AND NAILING 2x4 CRO BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL 2x4 KICKER KE 2x8 SYP#2 "L" BRACE TO RIDGE FASTENED AT @ 8 0 EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 10d "L" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM (SEE TABLE BOTTOM CHORD ) EA. END @ 48" O.C. • LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT 10d & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR AI S d TOE NAILS @ EA. •• BLOCKING • 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD THE AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM T OSB SHEATHING. ATTACHED OS 1OdX3" @ 3" O/C71 CORD ATTACHED W/ (2)16d TOENAILS w/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD " PL T SLOPE OF ADJACENT SCISSOR TRUSS)11 L DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1Od 2x4 CROSS BRACE APPROX. 8" & (2)1Od TOE NAILS @ FROM RIDGE FASTENED AT EA. END / EACH JOINT w/ (3)1 Od & (2)1 Od (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1" OR \\ 2x FRAME WALL (SEE WALL SHORTER) X SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" 0/C FOR THE / (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA, END TYP. TOP & AND 12" O.C. FIELD BOTTOM ATTACHED (2)16d NAILSt W/ (2) 16d TOENAILS If If If INTO 2 x6 P.T. A E 2x4 PANEL BLOCKING @ 48" 0 G FOR 2 BLOCKING 1/2"x 8" "J" BOLT 32" O.C. MINIMUM 6" FROM @ O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES wJ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS NOTE: IF EMBEDDED 10dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4"TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24" 1 GABLE WEB SECTION ("2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. 55 EMBEDMENT IN KO BLOCK SCALE: N.T.S. 55 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N N AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR T T X-BRACING, AND TOP `' SEE STRUCTURAL CHORD BLOCKING N °° NOTES AND NAILING INFORMATION `o SCHEDULE FOR SHEATHING DETAIL BACKNAIL w/ (2)16d NAILS WOOD TRUSSES c° � 0 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING x 1 2° RIDGE FASTENED AT AT 24" O.C. ON TOP OF 01 BOTT. CHORD FOR 4 EOdC& (2)10d TOE) TRUSS SPANS NAILS @ EA. END ATTACHED W/2-16d AT EA. TRUSS JOINT 2 2 x 4" LAMINATIONS W/ (1) ROW O (3) 2" x 4" LAMINATIONS W/ 1 ROW O " (3} 2 x 6' LAMINATIONS Wf (2) ROWS OF 2x4 PANEL BLOCKING OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 48" O/C FOR THE 2 16d NAILS ( ) 2x4 BLOCKING @ 24" (D = 0.148 , L = 3) OR EQUAL (D = 0.207", L = 41/2) OR EQUAL (D = 0.207 , L = 41/2) OR EQUAL 4 FIRST ROWS OF () O/C w/ (2)16d TRUSSES FROM EA. TOENAILS @ EA. END NOTES: END TYP. TOP & 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2)16d TOENAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) EXT. WALL CONK. @ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION NON —LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4"=V-0" TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS IINIMUM 2x 'ROSS BRACING 5EE PLAN FOR OCATIONS) TOENAIL (2)16d NA (2)16d PER JOINT 9"YA" RAIN GFF hA/GR CROSS BRACING DETAIL SCALE: N.T.S. GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL 10 SCALE: N.T.S. S5 MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES 2x4 BLOCKING 2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WEB DOUBLE "L" BRACING DETAIL 5 SCALE: N.T.S. S5 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED 16d NAIL W/ 1Od NAILS @ 4" 0.C� TYPICAL GABLE TRUSS WEB -� SINGLE "L" BRACING DETAIL 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" 0/C GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12)1 Od 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION 4 SCISSOR GABLE "T" BRACE SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS _1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES AND 12"' O.C. FIELD JACK TRUSS SEE PLAN FOR CONNECTION 2x4 "T" ON TOP OF PANEL--/ I LL BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ 1Odx3" @ 4" O/C (2)12d TOENAILS LL SECTION('9 SCALE: N.T.S. SCJ OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES `-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) a 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTA wi (4} 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4)1/4"x2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2)10d TOE NAILS AT EACH END @ 24" O/C (TYP) BRACING w/ (3)1 Od x 3" AT j z • EACH CONN. @ 24" O/C MOISTURE BARRIER BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. @ NON - LOAD BEARING LOCATION (UNEVEN CLGe) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" BRACING REQUIREMENTS STUD SPACING NO L BRACE (1) 2"x4" (U.N.O.) L BRACE 2°x6" (U.N.O.) L BRACE 24" 0'0" - T-O" S-0" - 6'-0" 6-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES BRACE TO EXTEND FULL HEIGHT OF GABLE. 2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" 0/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE:3/4"=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION TRUSS SIMPSON SP2 w/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 -i c CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. I'I■lO ' o NOTE: ZTOP CHORD 2x4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIREDZ BOTTOM CHORD GABLE END BRACING 2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS Wf DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC DROP CEILING FRAMING MEAN ROOF HEIGHT UP T0.30'-0" SCALE: NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION WOOD FRAMED GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. FOR WIND SPEED SPECIFICATION o_ ti Z � W o�. �V_ 9 �C�.)� 4 C4 cv �c U3i 3 M �.�= co N Q� E M N 0 N 0 :n e / To the best of the Engineer's knowledge, information and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineer's signature and seal. F o of O N U +♦ V 0 o a0 � a NE N ii I- r J ai &co d i 1 a W t to W R o f6 N X coo��°' all Z IL w O J 10 co Z Q ,n 0 N O C) W 13 M. N 0 o 0 � o N t/1 C1 � � c 0 +-r OLLJ o w. Ln N =3.j, C3 c F E °la aim 40 Bosom Q N M Cl>> 0 3 w Z a Y U_ ce � - o° z o a C, Q Co w� Za o� a E � N co z `g n z n m C ¢ z om ° o z m J ¢w 0<son go cn a ® m ao hk o�3 ¢ 10 m o 0 .o c © _ >M ai N m 0 n' i CID LO r :0 N Q- LO Q'C)^t_00 N V0 LO O LL LL co N m O < N N N r It E c Z Z E 1_ a c v a3 c a_U J Q J JOB NO: 23-04906 SCALE : AS NOTED SHEET NO. S5