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r: 9 LO 9 to t2 LO a LO ID C14 E 9 0 ,5� 9 C'4 15 C14 CD U-) SIMPSON HGAMV 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 BLKG @ 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) IF >9" SEE 1 O/S5 UNSUPPORTED, BACKNAILw/(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 - [RSHI - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 10/S5 IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS MAX. 9" BAC KNAI L w/ (2) 16d NAILS UNSUPPORTED, MAX 9" SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, SCHEDULE FOR SHEATHING DETAIL vIF 45'± 41'± z 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CROI BRACE SCHEDULE FOR APPROX. 8" FROM O�. SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @4KIKER F_O�O/C @ 8'-0" O/C. A EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d 1" BRACE TO EXTEND 2x4 CROSS BRACE WEB LENGTH & NOTCH AT & (2)1 Od 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) 10d & -----FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END 7' 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 wl 1 Od NAILS @ 6" O,C. r5KI THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD L EDGES AND 12" O.C. FIELD INTO 2"x6" 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) 10d 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ FROM RIDGE FASTENED AT EA. END rq \ k V L" BRACE TO EXTEND EACH JO I NT w/ (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN V_AT LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1 " OR T \,Xz LENGTH (SEE TABLE) 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING //_-1/2" CDX PLYWOOD OR 1/2"CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d /-7116" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 1 Od NAILS W1 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD O.C. FIELD BOTTOM AT ACHED (2) 16d NAILS W/ (2) 16d TOENAILS ,-2x4 "T" ON TOP OF PANEL . . 2x BLOCKING 48" O.0 2x4 PANEL BLOCKING @ FOR BLOCKING, FASTEN WITH 2x4 "T"ON TOP OF PANEL RI OCKII \\-WEEP SCREED 2"x6" P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM 2x4 "T" ON TOP OF PANEL SIMPSON HGA10KT w/ (4 1/4"xl 1/2" SDS SCREWS TO 1 Odx3" @ 4" O/C @ 48" O.C. BLOCKING, FASTEN WITH 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" SIDS SCREWS TO PLATES AT 24" O.C. " "" " " " MOISTURE BARRIER 1 Odx3" @ 4" O/C 1/2 x8 J BOLT@ 32 O.C. MINIMUM 6 FROM O.C. MAX wl MIN, 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER PLATE SPLICES w/ 3116"x2" 0 PLATE WASHER ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS SIMPSON META12 wl (7) & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH NOTE: IF EMBEDDED 1 0dx1 1/2" NAILS AT EA. WEB, USE MSTAM36 w/ (7) STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"x2 114" 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. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) X-BRACING, AND TOP CO SEE STRUCTURAL ON SHEET S5 FOR NOTES AND NAILING CHORD BLOCKING 00 0 x INFORMATION co SCHEDULEFOR SHEATHING DETAIL BACKNAIL w/ 2 (2) 16d NAILS WOOD TRUSSES (0 bo 00 2"x4" CROSS BRACE ---- APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT AT 24" O.C. ON TOP OF #\ EACH JOINT W/ (3) BOTT. CHORD FOR 4 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 W1 (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF ::7f xz OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS @ 41" OIC FOR THE M(2)16dNAILS 2X4 BLOCKING @ 24" FIRST (4) ROWS OF (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 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 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 OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) SIMPSON SP2 w/ (12) 1 Od L-2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) SECTION SECTION C3 r4 SCALE: N.T.S. SCALE: N,T.S. '\'15� � �5 REV. 06.08.22 MAX. 9" UNSUPPORTED, IF >9" SEE 10/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 W1 10d NAILS @ 6" O.C. E ANU 12"' C. FIELD JACK TRUSS CONNECTION SEE PLAN FOR 2X4 "T" ON TOP OF L 2— L 2X4 BLOCKING W/ BLOCKING, FASTEN WITH 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" OIC (2) 12d TOENAILS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF NON — LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) r SEE TYP. WALL SECTION FOR ADDITIONAL INFORMATION. SECTION SCALE: 3/4" V-13" 9 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS (8 I 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 SCALE: N.T.S, S5 TOENAIL (2) 16d NA 12" :E RSH SCHEDULE IR ATTACHMENT 4 #2 SYP BLK'G @ 16" O.0 1 Od x 0. 131 )ENAILS EA. SIDE )NT. 2X4 #2 SYP W/ 1 Od XO. 131 @ 8" 0. C. ALTERNATE NON —DROP �0 GABLE END DETAIL SCALE: N.T.S. �, �5 GABLETRUSS S5 "L" BRACE W/ 1 Od @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. S5 S5 % %4 SCALE: N.T.S. PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES SCALE: N.T.S. l �5 MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP 1" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4) 1/4"X2 314" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od TOE NAILS AT EACH END @ z W 1 9: \-BRACING W/ (3) 1 Od X 3" AT EACH CONN. @ 24" OIC \-MOISTURE BARRIER -BOND BEAM MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. 'U'--*)'NON — LOAD BEARING LOCATIO'k (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.) I F "L BRACE 24" F 010-1-3 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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. BRACE TO EXTEND FULL HEIGHT OF GABLE. 3) SEE 61S5 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.) �—CONT. BEARING GABLE END BRACING DETAIL SCALE: 314"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2w/(12) 10d NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN 20'-0" MAX "X" BRACE SEE DET. J/S5 n 2x4 BLOCKING —2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1"BRACE "N ATTACHED W/ 10d NAILS @ 4" O.C. TYPICAL GABLE TRUSS W B DOUBLE 1" BRACING DETAI SCALE: N.T.S_ 2x4 "T" BLOCKING 2x4 BLOCKING @ 48" O.C. ---16d NAIL 1" BRACE ATTACHED @ 4"0. W/ 1 Od NAILS TYPICAL W E GABLE TRUSS WEB SINGLE 1" BRACING DETAI SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" O/C 'i�IGABLE TRUSS rTRUSS VERTICAL (2) 2"x8" "L" BRACE (3) FASTENED WITH 16d PER SIDE SCISSOR GABLE "T" BRACE AS PER HIB 91 SCALE: N,T.S. \' �5 20'-0" MAX 7 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. d LU d LU C� 9 9 z 6 W = C) 0 :;T 9 — — — /�l I I I-, T_ — — — — 9 ;;T d LU d W �7_ 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)"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 rL 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 Cn g" cc C'00 CA CD FA Z -W PL 0 6 0 ,, z To the best of the Engineers knowledge, informabon and belief, the structural plans and specifications contained within these drawings comply with the 2020 Florida Building Code - Residential 7th Edition. Engineers signature and sea] is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. - 0 IN 4 -. E lc"� — 0 0 '0' 'E' 9) r-- Z .4 LL 0'7 LL Co u- J_ uj a 0 0 _j - Co C W CD 03 0 r- W z IL tL 0 M C" ;'O� (0 0 co Z 3 < d 0 < 0 z 0 0 E] (D Co ;L1 M 0) CD Q) (DM 0 4-1 0- Z" LU 0 V) U-) U) (10 U LU > co < w, 0 C10 �- 1 2, z z < c6 E z< C>- 0 E-= C" M 0 cc3' E < 0 z < �z �z co C: C 10 1, 0, Z� z !� M .2 10 �z �5� z �0 0� z LUca <0 z < "r 01 1 01, C) a) LO LO 0) T < ca (D CID CL Ise 0 0 U) co +_j 0 < 4-1 0 ILL _�d 04 L) C:) c) C0 00 CY) T_ LO U-) a) E 2�1 E 0 M z C E E 12 Co 0 16 0 a) _j JOB NO 23-06136 SCALE AS NOTED SHEET NO. S5