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'I C) CN I -4 0 �2 CD 9 LZ C) 00 SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (2 1/4"x2 3/4" TITEN TO CMU 2x4 #2 SYP BLKG @ 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/ 68 (2) 16 d N A I L IS; —�\ SCHEDULE FOR SHEATHING DETAIL-7 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 BAC KNAI L 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" BACKNAI L w/ (2) 16d NAILS UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND t7 SCHEDULE FOR SHEATHING DETAIL �\\ IF 45'± 45'± z 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CROi BRACE SCHEDULE FOR APPROX. 8" FROM SHEATHING DETAIL— 2x4 KICKER KI 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT SKER @4 @ 8'-0" O/C.. F_O�O/C EXTEND AT LEAST 90% OF EACH JOINT W1 (3) 1 Od 1" BRACE TO EXTEND 2x4CROSSBRACE 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 S I M PSON H2.5A w/ (10) 8d 2x8 P.T. B TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END 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 7116" AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM OSB SHEATHING ATTACHED 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS w/ 11 NAILS @ 6" O,C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAILING SCHEDULE FOR SHEATHING� DETAIL 2"X4" CROSS BRACE x APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 11 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END N EACH JOINTw/ (3) 10d & (2) 10d (NOT REQ'D WHEN X 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" OIC FOR THE (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF \X NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD (2) 16d NAILS BOTTOM ATTACHED \ W/ (2) 16d TOENAILS . . 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING If 2x4 "T" ON TOP OF PANEL BLOCKING�l 2"x6" P.T. SILL \-WEEP SCREED NOTCH 1" BRACE HERE FASTEN WITH 1 0dx3" @ 4" O/C SPACED 1/2" x 8" "J" BOLT @ 48" O C THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL . . @ 48" O.C. INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING, FASTEN WITH O.C. MOISTURE BARRIER SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'- INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 0dx3" @ 4" O/C TRUSS & (4) 1/4"0" SIDS SCREWS TO PLATES AT 24" O.C. 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 w/ 3/16"x2" 0 PLATE WASHER ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS -SIMPSON META12 w/ (7) NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH 10d NAILS & (4)1/4"x2 114" SCALE: N.T.S. EMBEDMENT IN KO BLOCK STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" GABLE WEB SCALE: N.T.S, WEB, USE MSTAM36 w/ (7) SECTION O.C. MAX) w/ MIN. 4" SECTION_ r2 TITEN ON OUTSIDE 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 111 NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR X-BRACING, AND TOP x x SEE STRUCTURAL--,,," CHORD BLOCKING 0'4 NOTES AND NAILING x INFORMATION 00 00 SCHEDULEFOR SHEATHING DETAIL BACKNAIL w/ WOOD TRUSSES 60 11 2 - 00 2"x4" CROSS BRACE ---- (2) 16d NAILS APPROX. 8" FROM 2X4 RAT RUN BRACING x RIDGE FASTENED AT AT 24" O.C. ON TOP OF 1N2" .,p EACH JOINT W/ (3) 1k BOTT. CHORD FOR 4 TRUSS SPANS 10d & (2) 10d TOE 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 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 5 1/2" LAG SCREWS OR EQUAL BOTTOM ATTACHED MASONRYWALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOE NAILS ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x7 LAG SCREWS OR EQUAL OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON - LOAD BEARNG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) rD SEE TYP. WALL SECTION FOR SCALE: 3/4" V-10" -UP COLUMNS /1-1, �0 TYPICAL NAILING SCHEDULES FOR BUILT 8 ADDITIONAL INFORMATION. SCALE: N.T.S. S5 IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT ------ 2" 4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" �SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. J x 0.131 AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO. 131 @ 8" 0. C. ALTERNATE NON -DROP GABLE END DETAIL —10� SCALE: N.T.S. �, �5 GABLE END BRACING DETAIL MEAN WALL HEIGHT UP TO 30'-0" SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB TA -GABLE TRUSS -1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6"O.C. E AND 12"' C. FIELD XCJACK TRUSS SEE PLAN FOR CONNECTION 2X4 "T" ON TOP OF PANEL--j L LL� BLOCKING, FASTEN WITH 2X4 BLOCKING W/ 1 0dx3" @ 4" O/C (2) 12d TOENAILS SECTION r9 H11 T SCALE: N.T.S. 1,,��5 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" B RAC E W/ 1 Od @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) MAX. 9" UNSUPPORTED, IF >9" SEE 101S5 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 -2X4 "T" ON TOP OF PANEL BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C 2x4 BLOCKING-,,,,, --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE AT7ACHEDW/ 10d NAILS @ 4- O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL SCALE: N.T.S. s5 2x4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED — ---16d NAIL W/ 1 Od NAILS @ 4" 0. TYPICAL TT W GABLE TRUSS WEB SINGLE 1" BRACING DETAIIr6N� SCALE: N.T.S. �5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS TRUSS VERTICAL DBL. TOP PLATE SIMPSON SP2 w/ (12) 10d -2x4 LEDGER (MATCH BOTTOM CHORD (2) 2"x8" 1" BRACE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) FASTENED WITH (3) STUD WALL (SEE TYP. SEC.) 16d PER SIDE SCALE: N.T.S. SCALE: N.T.S. SCISSOR GABLE "T" BRACE SECTION r3 SECTION 4� REV. 06,08.22 �5 AS PER HIB 91 SCALE: N.T.S. 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. 8d @ 1 MrNr\M 'rrni 100=1 1/4"xl 1/2" SIDS SCREWS TO' BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ z 0- �-BRACING w/ (3) 1 Od x 1 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON LOAD BEARING LOCATION (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. 0.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 2411 0'0" - T-13" T-0" - 6-0" U-10" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING NOTE: 1) 1" 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 HGA1 OKT W/ (4) 1/4"xl 112" SIDS SCREWS TO TRUSS & (4) 1/4"X3" SIDS SCREWS TO PLATES (TYP.) STUDS @ 16" O.C. GABLE END BRACING DETAIL SCALE: 3/4"=V-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 < d W LU 9 9 9 M z CD LLJ LLJ < 9 0 ;t C=) 9 d W — C) 9 NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING ZBOTTOM @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)'7" 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 BCS] SCISSOR TRUSS SCISSOR TRUSS SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 10d AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC 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% L C= 00 C*41 C-.) C:) C_4 0 = i.-4 =,LA. 0- (P g S t= W In = v C 0. FESO)\ To the best of the Engineers 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 -. E 00 5 0 cc�o 00 co 0 Y) V U), r- N 1* 4 g :0, LL o u- n- - — UJ Z W 0 0 �-c W z 0 2i 0� i� W M w cc 0 LO co Z cli . i "1 0 C 0 0 z 0 Co W 11 El CO < a) < — 13 V) 21- W 0 LU Q) 0 V) V) g W& A CO U 6 W 4.11 — E ma l3 6, 0 0 CD co C13 co z < U- c6 E o CL E uj Z, zE 2� W. 0 C) �z <z � O� . O� Z z Y .0 1 U) Cn 2 z z< s W ca- < �E i�: 2z CD CD < �O I z< 0 C:) >� co 0 L- co co oo� < co 0 M 2 CN LO 0 qqt CU (D C:) 04 110 0 C:) LO C14 U') < It -- CD E 0 M z =3 E U) CU E 0 0 0 'a < a) JOB NO: 22-09401 SCALE AS NOTED SHEET NO. — S5 :A zz - W-M P