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W 1 LO C14 4 0 - 0 Cr (n 0 I 9 L= P3- 2 CL C4 SIMPSON HGAM11 W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (A 1/4"X2 3/4" TITEN TO CMU 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. 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. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 91' SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) SEE STRUCTURAL NOTES AND NAILING TOENAIL W/ SCHEDULE FOR SHEATHING DETAIL (2)1 6d NAILS rMAX UNSUPPORTED, IF >9" SEE 10/S5 BACKNAIL v�/ (2) 16d NAILS IF >9" SEE 10/S5 BACKNAIL w/ (2) 16d NAILS MAX 9" UNSUPPORTED, BACKNAIL w/ (2) 16d NAILS MAX 9" 7 x SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSU'PPORTED, SCHEDULE FOR SHEATHING DETAIL NAILING SCHEDULE FOR SHEATHING� IF >9" SEE 1 O/S5 41* ± X 45* DETAIL 45* SEESTRUCTURAL NOTES AND NAILING 2"X4" CROSS BRACE-� -7 2x4 CR08S BRACE SCHEDULEFOR APPROX. 8" FROM APPROX. 8" FROM SHEATHING DETAILV 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. EXTEND AT LEAST 90% OF DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od EACH JOINT W/ (3) 10d 1" BRACE TO EXTEND 2x4CROSSBRACE WEB LENGTH & NOTCH AT 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ & (2)10d TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EA. END 1" BRACE TO EXTEND FAT EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d EACH JOINT w/ (3) 10d & (2) 10d TOE NAILS END (NOT REQ'D WHEN LEAST 90% OF WEB 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & I FROM LEDGER TO @ EA. GABLE IS 4'-l"OR LENGTH (SEE TABLE) SILL 1/2" CDX PLYWOOD OR (2)1 Od TOE NAILS @ EA. . liv *t:/ BLOCKING - 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS 7/16" OSB SHEATHING END I -\ - GYPSUM WALL BOARD SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR ATTACHEDW/10d GABLE TRUSS "11�1/2" CDX PLYWOOD OR 7116" @ 48" OIC FOR THE (2) 16d 7/16" OSB SHEATHING NAILS @ 6" O.C. EDGES 2"X4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST CDX PLYWOOD OR 7/16" ,,-1/2" OSI3 SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS AND 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 7 OSI3 SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6- O.C. EDGES AND 12" f 10dXT' @ 3- O/C THROUGH CHORD CORD ATTACHED W/ (2) 16d TOENAILS 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 10d NAILS @ 6" O.C. llcwt ==I AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED O.C. FIELD EDGES AND 12" O.C. FIELD TNT (2) 16d NAILS 2x4 "T" ON TOP OF PANEL INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) W/ (2) 16d TOENAILS - - - - 2x4 "T" ON T6P OF PANEL BLOCKING,\ 2"4" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48"O.C. FOR'-\ t 2x BLOCKING k BLOCKING, FASTEN WITH FASTENWITH 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. r INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO I 1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 6'- 0"-"---- O C MAX / MIN 4" EMBEDMENT IN KO BLOCK 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.C. SIMPSON SP2 w/ (12) 1 Od 2A BLOCKING_' —2x47 BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTAC H E D 10d NAILS 4' O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAIL SCALE: N.T.S. �S5 2x47' BLOCKING 2x4 BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED - W/ 1 Od NAILS @ 4" TYPICAL 4 L A GABLE TRUSS WEB SINGLE 1" BRACING DETAIL/_6 \,�5� SCALE: N.T.S. DIAPHRAGM BLOCKING @ 48" OIC GABLE TRUSS TRUSS VERTICAL PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META12 w/ (7) . . . MOISTURE BARRIER ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS & 1/4 "x2 1/4" TITEN 4'-0" O/C ALIGNED WITH -2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) DBL. TOP PLATE NAILS AT EACH STUD , . ,; STUD WALL (SEE TYP. SEC.) (2) 2"A" 1" BRACE FASTENED WITH (3 NOTE: IF EMBEDDED 1 0dx1 1/2" NAILS AT EA. (4) @ 16d PER SIDE STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION r2 SECTION SECTION r4 "T" WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" SCISSOR GABLE BRACE(_ 7� 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK �, �5 SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 1\,�5� AS PER HIB 91 SCALE: N.T.S. L TITEN ON OUTSIDE REV. 06.08.22 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, ON SHEET S5 FOR IF >9" SEE 10/S5 M X-BRACING, AND TOP SEE STRUCTURAL- 04 CHORD BLOCKING ;o go NOTES AND NAILING INFORMATION SCHEDULEFOR E SHEATHING DETAIL BACKNAIL w/-/ __j � WOOD TRUSSES - -111. 1--1- (2) 16d NAILS 60 00 2"x4" CROSS BRACE ---- IF' APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT rl" BRACE TO EXTEND AT 24"O.C. ON TOP OF EACH JOINT W/ (3) BOTT. CHORD FOR 4 AT LEAST 90% OF WEB TRUSS SPANS NAILS @ EA. END 10d & (2) 10d TOE LENGTH (SEE TABLE) ATTACHED W/ 2 - 16d A TRUSS 1/2" CDX PLYWOOD OR 7/16" AT EA. TRUSS JOINT 2X4 PANEL BLOCKING (2) 2" x 4" LAM I NATIONS W1 (1) ROW (3) 2"x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF OSB SHEATHING ATTACHED @ 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 W/ 10d NAILS @ 6" O.C. 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 ES AND 12" O.C. FIELD O/C W1 (2) 16d TRUSSES FROM EA. NOTES: END TYP. TOP & JACK TRUSS TOENAILS @ EA. END 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 SEE PLAN FOR I - MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) W/ (2) 16d TOENAILS ONNECTION 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) 2x4'7 ON TOP OF PANE 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 2A BLOCKING W/ FF EXT. WALL CONN. 0 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF 1 Odx3" @ 4" O/C (2) 12d TOENAILS U B.U.C., SAME NUMBER OF ROWS, SAME SPACING) NON LOAD BEARRG LOCATION rD SECTION TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS r8 r9 SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" �5 __4 ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. S5 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 rj_,N� SCALE: N.T.S. TOENAIL i (2) 16d NA 12" SEE RSH SCHEDULE FOR ATTACHMENT 2X4 #2 SYP BLK'G @ 16" O.C. (2) 10d x 0.131" TOENAILS EA. SIDE CONT. 2X4 #2 SYP W/ 1 Od XO. 131 @ 8" O.C. ALTERNATE NON —DROP GABLE END DETAIL (**—, �0 SCALE: N.T.S. �, �5 GABLE TRUSS E5 1- BRACE W/ 1 Od @ 4" O.C. 12 (SEE SCHEDULE FOR SIZE AND LOCATION) 6,9 MAX. S5 S5 CONT. BEARING 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 OVERLAP TRUSS BRACING 6" OVERLAP AT LEAST TWO TRUSS SPACES \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL rM SCALE: N.T.S. S5 "12'BRACE W/ 10d @ 4"OIC (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA W/ (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) 1 Od TOE NAILS AT EACH END @ 24" O/C (TYP) z W \-BRACING W/ (3) 1 Od X 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.O.) 1" BRACE 74" (U.N.O.) 1" BRACE 2411 0-0" - T-O" T-0" - 61-011 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2'W" 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 10dx3" NAILS @ 4" O/C. 3) SEE 6/S5 FOR MORE INFO. SIMPSON HGA10KT W/ (4) 1/4-xl 117 SDS SCREWS TO TRUSS & (4) 1/4'x3' SDS SCREWS TO PLATES (TYP.) /—GABLE TRUSS STUDS@ 16" O.C. GABLE END BRACING DETAIL SCALE: 34"=V-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SIMPSON SP2 W/ (12) 1 Od NAILS AT EACH STUD HIP FRAMING REFERENCE PLAN E S5 20'-0" MAX 20'-0" MAX 'WBRACE SEE DET. J/S5-i CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. Ll P- 1110 0 cc M M a: z NOTE: ORD 2X4 #2 SYP BRACING OP H T( 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16�0.C. MAX. FOR FIRST (4) CUT SHEETS FOR ADDITIONAL PERMANENT BRACING LBOTTOM BAYS THAT MY BE REQUIRED CHORD GABLE END BRACING 2)"T " BRACING MAY BE USED IN PLACE OF PERMANENT @ 4-4- 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 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 SCISSOR TRUSS 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 CV2 C1.4 C= C-i Cn C%Jl % co E 'm C� CI), C14 Cl> C:� j"., NI C) 7 7- 7- 'r. S T A T E C! F I Jill 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 An Edition. Engineer's signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. Jiimii�l a W 1- 8 E 8 4 8 R - 5 6 0 A, - 2 Le C� rul- t�L I (N 0 W ai M a. C S u_ M u_ z 0 _j Y, 0 0, 0 z a - I% t:� C� M Lu og cc W 2 0 W co z Co z 0 Lu LO LML 15 C14 0 CS < C-) co L cc < QX 0 Uj 8 - 11 U) , cm V) 2 <r 0 C-1 M, -� f 0 z < E a E 0 ry E 00 0" 0< z t W ro C C OF Z, z M -5 .10 8 z zu 50 C/5 en gm 0 z j:', Cn A < 0- M co LO CN CL =3 (N 0 LO < CT _..,j 0 L) U) F- 4_j 0 LL 0 L) co a CU 04 LO 0 to N Lt.) < �-o E to ce) 0)to 0 z E 42) (a E 0 0 JOB NO: 23-02469 SCALE AS NOTED SHEET NO. S5