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_L_ I M r__ 04 CD -.4- 2 0 39 LO C� LO 0 C-4 C> E co CD E <�' C3- U:1 0 S t7 rn C14 C) 5� C14 Lo M SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" S DS SCREWS TO BLOCKING & (4 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 TOENAILw/ 6 SCHEDULE FOR SHEATHING DETAIL-7 (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, IF >9" SEE 10/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 - [RSHI - 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" BACKNAI L w/ (2) 16d NAILS UNSUPPORTED, BACKNAI L w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL IF 45*± X 45' SEE STRUCTURAL NOTES AND NAILING�/ 2x4 C ROI BRACE SCHEDULEF( D) R APPROX. 8" FROM E SHEATHING D TAIL 2x4 KICKER 2x8 SY P#2 1" BRACE TO RIDGE FASTENED AT @4,KI SKER 8 _O�O/C @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACH JOINT W/ (3) 1 Od 1" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. END BLOCKING 7/16" OSB SHEATHING ATTACHED W/ 1 Od GYPSUM WALL BOARD GABLE TRUSS NAILS @ 6" O.C. EDGES 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 1 OdX3" @ 3" O/C CORD ATTACHED W/ (2) 16d TOENAILS w/ 1 Od NAILS @ 6" O.C. NA THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD L EDGES AND 12" O.C. FIELD PC INTO 2"4" P T PLAT E SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEAT HING� DETAIL 2"x4" CROSS BRACE APPROX. 8" FROM RIDGE FASTENED AT X DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 1 Od TOE NAILS @ F OM RIDGE FASTENED AT EA. END V EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN " #� TOE NAILS @ EA. END GABLE IS 4' -1 OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 1 Od NAILS@ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED W/ (2) 16d TOE NAILS . . - I L ....... 2x4 PANEL BLOCKING @ 481, O.C. FOR 2x BLOCKING 2x4 "T" ON T6P OF PANEL RI OCKING��' 2"x6" P.T. SILL NOTCH 1" BRACE HERE WEEPSCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 1 Odx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" O C k2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. . . WEEPSCREED @ 48" O.C, FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4)1/4"xl 1/2" SDS SCREWS TO SIMPSON META1 2 w/ (7) 1 Odxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED W/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.0 " " " " " " MOISTURE BARRIER 1 Od 3" 4" O/C 112 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM O.C. MAX W/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 W/ (7) ALTERNATE SIMPSON MSTAM24 W/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 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-, ri GABLE WEB SECTION r2 WEB, USE MSTAM36 W/ (7) O.C. MAX) W/ MIN. 4" 1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. � �5 TITEN ON OUTSIDE 1 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL — CHORD BLOCKING ;0 NOTES AND NAILING x INFORMATION (0 Co SCHEDULEFOR SHEATHING DETAIL BACKNAIL w 1112 (2) 16d NAILS WOOD TRUSSES 60 DO 2"x4" CROSS BRACE APPROX. 8" FROM 2X4 RAT RUN BRACING 1 RIDGE FASTENED AT AT 24" O.C. ON TOP OF �2" EACH JOINT W/ (3) BOTT. CHORD FOR 4 L_v_v 10d & (2) 10d TOE TRUSS SPANS ATTACHED W/ 2 - 16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (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 4 1/2") OR EQUAL (D 0.207", L 4 1/2") OR EQUAL FIRST (4) ROWS OF O/C W1 (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 5 1/2" 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 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL (SPACE AS SHOWN FOR 3-PLY) OF THE LAST LAMINATION 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. B.U.C., SAME NUMBER OF ROWS, SAME SPACING) COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARAG LOCATION D SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: 3/4" =1,-o-� TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 1INIMUM 2x SEE PLAN FOR 'ROSS BRACING OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT 2" 4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 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" 0. C. ALTERNATE NON -DROP GABLE END DETAIL �0 SCALE: N.T.S. GABLE TRUSS S5 1" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. K;; 5 75 S5 SCALE: N.T.S. WOOD TRUSSES PRE-ENGINEERED MAX. 9" UNSUPPORTED, IF >9" SEE 1 01S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB -GABLE TRUSS -1/2" CDX PLYWOOD OR 7116" OSB SHEATHING ATTACHED w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD .2x4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C x @ SIMPSON SP2w/(12) 10d -2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) r4 SECTION SECTION SCALE: N.T.S. SCALE: N.T.S. �5 REV. 06.08.22 �5 MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLETRUSS -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 IC111 2X4 "T" ON TOP OF PAN EL-j LLLij BLOCKING, FASTEN WITH L 2X4 BLOCKING W1 E, 1 Odx3" @ 4" O/C (2)12dTOENAILS [Ell SECTION SCALE: N.T.S. �5 OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPAC 6" OVERLAP ES MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM10KTAW/(4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 3/41' TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z LU 71= BRAC x 3" AT EACH CONN. @ 24" O/C \\\-MOISTURE BARRIER \-BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. 1" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-O" T-O" - 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) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS ------- GABLE END BRACING DETAIL SCALE: 3/4"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 2x4 BLOCKING-,,,,,,, --2x4"T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4' O.C. TYPICAL GABLE TRUSS EB DOUBLE 1" BRACING DETAIL SCALE: N.T.S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED-,",, --11d NAIL O.0 . W/ 10d NAILS @ 4 TYPICAL W GABLE TRUSS WEB SINGLE 1" BRACING DETAIL(_6-� SCALE: N.T.S S5 RAGM DIAPH BLOCKING @ 48" O/C I 1`7777T '_�_GABLE TRUSS TRUSS VERTICAL (2) 2"x8" 1" BRACE FASTENED WITH (3) 16d PER SIDE SCISSOR GABLE "T" BRACE /"-7 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX CONTINUOUS BOTTO CHORD BRACING 2X4 MIN, a Lij d UJI — b 9 z C) LU -1 W C? - - - - C? Z:, !�R C3 LU -rd LU i NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING Z60TTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED 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 AS PER BCSI SCALE: N.T.S. SCISSOR TRUSS SCISSOR TRUSS 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) DROP CEILING FRAMING W/ DROP CEILING BRACING DETAIL MEAN ROOF HEIGHT UP TO 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 C= CD CU F_ C= W C" C'4 M >< U.. cu C= Q E=- 3: co -r' ej CZ =_ E ov viv ...... j - I ` -'g rj CD L . ..... F Z 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 Engineers signature and seal. W v E CN 6) 0 I'm co 'n as" 0) "� :R. CU u_ z 03 CM r- :? ig W r-= Z� 0 'FU CN Z 0 2 cn M co Z� 0 . Lr) z < a z co C14 < 0� 0 d 0 < "Nam W 1771 a L2 - Ln 7j CZ3 Q) 0 V) vV) ra E e� 0 10i og Cd' E Z6 p_ 0 E 0 F co 00 .0 Z - 23> E 0 8W �z <z z 0 '0 '0 z 2: M H-0 -< 15 8 0,< 0 2. W 65 < '0 �z < .0 "N I C) > M 0 Nt CY) 2 M C9 co (0 :3 < 07 co 0- 0 LO 4-J 0 co -0 N -0 LO C:) L0 0) 04 Q0 U-) E co LO ca z =3 E E 0 0 _0 < C a) JOB NO 23-06112 SCALE AS NOTED SHEETNO. S5