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c�n -3r C14 CO C14 l") cr V) C14 C14 Ln C=) C'4 C14 LO C,4 11 C14 LO rd- L0 C) C,4 Ln E 1.2 E 0- 9 LZ c14 CD C14 LO C14 LO V) C) M M V) SIMPSON HGAM1( W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & 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-7 (2) 16d NAILS—\ 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - 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 - [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 AX. 9.1 SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL IF >9" SEE 1 O/S5 I v IF Z. pq vy I NAILING SCHEDULE FOR SHEATHING� 45'± 41'± X DETAIL 45' SEESTRUCTURAL x x NOTES AND NAILING 2"x4" CROSS BRACE x 2x4 CROS3 BRACE SCHEDULE FOR APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER KERN 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT RIDGE FASTENED AT @4,KI 8 _O�O/C @ 8'-0" O/C 0 DOUBLE TOP PLATE EACH JOINTw/(3) 10d EACHJOINTW/(3) 10d Ir 1" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT x CROSS BRACE APPROX. 8" &(2)10dTOE NAILS@ & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA.END L" BRACE T 0 EXTEND rAT EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END GABLE IS 4'-1 " OR i LENGTH (SEE TABLE) SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. FROM LEDGER TO BLOCKING 2x FRAME WALL (SEE WALL SHORTER) ABLE TRUSS 7/16" OSB SHEATHING END GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHED W/ 1 Od GABLETRUSS ,,1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE A (2) 16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2'*x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED FIRST (4) ROWS OF �,NAILS ATTACHED w/ 1 Od NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSB SHEATHING ATTACHED W/ I Od NAI LS @ 6" 0. C. E DG ES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12 10dX3" @ 3" O/C CORD ATTACHED W/ (2)16d TOENAILS UtNAILb w/ 1 Od NAILS @ 6" O.C. AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD I I _Lj THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD M CHORD L EDGES AND 12" O.C. FIELD (2) 16d NAI LS BOTTOM ATTACHED "T" INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) )R R SS T U W/ (2) 16d TOENAILS —2x4 ON TOP OF PANEL 2x4 "T" ON TOP OF PANEL BLOCKING 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" C' F00, 2x BLOCKING BLOCKING, FASTEN WITH FASTEN WITH 10dx3" @ 4" O/C SPACED -WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C @ 48" O.C. INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4 1/4"xl 112" SDS SCREWS TO " " " " " " MOISTURE BARRIER SIMPSON META12w/(7) 10dxl 1/2" NAILS AT 6' 011 1 ILS /2 NA INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 1 Odx3" @ 4" O/C TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.0 T24 OC. 1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM NT IN KO B O.C. MAX wl MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER PSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS NOTE: IF EMBEDDED I Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH O.C. MAX) w/ MIN. 4" STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24- GABLE WEB WEB, USE MSTAM36 w/ (7) SECTION SECTION r2 10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK TITEN ON OUTSIDE � �5 SCALE: N.T.S. �5 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) REFER TO DETAIL J X-BRACING, AND TOP SEESTRUCTURAL ON SHEET S5 FOR CHORD BLOCKING NOTES AND NAILING INFORMATION co ;0 SCHEDULEFOR x SHEATHING DETAIL BACKNAIL w/,- 'A CID ill 2 (2) 16d NAILS WOOD TRUSSES - r 00 00 2"x4" CROSS BRACE APPROX. 8" FROM 2x4 RAT RUN BRACING RIDGE FASTENED AT 1 2" AT 24" O.C. ON TOP OF 11 BOTT. CHORD FOR 4 Z-V EACH JOINT w/ (3) 10d & (2) 10d TOE TRUSS SPANS NAILS @ EA. END ATTACHED W/ 2 - 16d 2x4 PANEL BLOCKING 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 @ 48" O/C FOR THE (2) 16d NAILS OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS 2X4 BLOCKING @ 24" FIRST (4) ROWS OF (D = 0.148", L = 3") OR EQUAL (D = 0.207", L 4 112") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL O/C W/ (2) 16d TRUSSES FROM EA. f I NOTES: TOENAILS @ EA. END 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 'i. SIMPSON SP2 w/ (12) 1 Od —2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION L3 SECTION r4 SCALE: N.T.S. SCALE: N.T.S. �5 ��5� REV. 06.08.22 MAX. 9" 8d @ 6"O/C UNSUPPORTED, IF >9" SEE 10/S5 r-WOODTRUSSES 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLE TRUSS x -1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. SIMPSON HGAM1 OKTA W/ (4) E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO /—JACK TRUSS BLOCKING & (4) 1/4"x2 3/4" SEE PLAN FOR TITEN TO CMU �-,_,,CONNECTION 14 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2X4 "T" ON TOP OF PANEI BLOCKING, FASTEN WITH L 2X41 BLOCKING W/ 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION EXT. WALL CONN. @ 1 Odx3" @ 4" O/C (2) 12d TOENAILS j COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF T I F, NON - LOAD BEARING LOCATION � �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) r CTION FOR SEE TYP. WALL SE ADDITIONAL INFORMATION. SCALE: 3/4" 1 1-01, TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS SECTION 8� 9 IINIMUM 2x �ROSS BRACING 3EE PLAN FOR OCATIONS) (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL ri SCALE: N.T.S. S5 GABLE END BRACING DETAIL TOENAIL (2) 16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 1 Od x 0.131 TOENAILS EA. SIDE CONT. 2x4 #2 SYP w/ 1 Od @ 8" O.C. XO. 131 ALTERNATE NON -DROP GABLE END DETAIL SCALE: N.T.S. iN �5 MEAN WALL HEIGHT UP TO 30'-Q" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. 'MINIMUM (2) 16d PER JOINT \-MINIMLIM 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) EXT. WALL CONN. NON LOAD BEARING LOCATIO (UNEVEN CLG.) SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SCALE: N.T.S. "L" 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 wl (4) 1/4"xl 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"=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 20'-0" MAX 2 x 4 BLOCKING w/ (2) 10d TOE NAILS AT EACH END @ 24" O/C (TYP) z LU �_BRACING W/ (3) 10d x 3" AT 2: M EACH CONN. @ 24" O/C \-MOISTURE BARRIER BOND BEAM MASONRY WALL P BRACING ARCHITECTURAL FINISH 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS THAT MY BE REQUIRED ZBOTTOM 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 2x4 BLOCKING-,,,,,, --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS E DOUBLE 1" BRACING DETAIL K5 SCALE: T S5 N S. 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. "L" BRACE ATTACHED—,,,,\, --lld NAIL W/ 10d NAILS @ 4" O.0 . TYPICAL W L W Btfi GABLE TRUSS WEB SINGLE "L" BRACING DETAILr 6 SCALE: N.T.S. S5 DIAPHRAGM BLOCKING @ 48" O/C GABLE TRUSS EF��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 AIN. cc Ill 11111 1111111� MW AS PER BCSI 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 coll -ta Lin 0 ra C> 'W r_ C_ C3 �j v To the best of the Engineers knowledge, information and belief, the structural plans and specl ications conta ned within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. � �. � 1: U) W g E 0 4 8 �Q 0-0 3 N ce 4 0 41 C'S 00) L � * 'u oi Cn 7� __. I - g "zi C. U - z z 0 0 z r ffi C� 'D M LU W 0 V.) Uj -!. 6 E� 0 LU z co z n d :r LO Cl) C4 F1 (A) z W M C) V) _D 01 E 8 to 0 z 2 < 7 U_ 0 E '15" CL z co M t z 15 W �m nu i C:) > 00 7 U C%4 0 (D 04 C_�j M CID E 0-4 LO E 80 -6 co C) oo 00 C14 It 4-j 11" C"i 0 L0 c) Lo 00 N (0 0 t CD (7) N CIJ Lr) .6 6 CY) 6 E LO z E 4) E cu 0 ca _j a) JOB NO: 23-05747-05752 SCALE AS NOTED SHEE7 NO. S5