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T3 U I i A 71c� T3 C:) c14 CD -9 C-) E 1.2 10 E CL. C3- E 0 0 Q 0 -2 LZ N_ CD S14 Go CM 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 TO[ _NAIL W/ SCHEDULE FOR SHEATHING DETAIL (2)1 6d NAILS�X In" 7 1419 45* 2x4 CROS 3 BRACE APPROX. 8" FROM rMAX, 91, UNSUPPORTED, IF >9" SEE 1 O/S5 1 N 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) — BACKNAIL v�l (2) 16d NAILS x\I/ SEE STRUCTURAL 45*± NOTES AND NAILING SCHEDULEFOR SHEATHING DETAILY 2x4 KICKER 4 SKI 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. MAX, 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) IF >9" SEE 1 O/S5 BAC KNAI L w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING DETAIL N 2x8 SYP#2 1" BRACE TO EXTEND AT LEAST 90% OF MAX ' 9" UNSUPPORTED, IF >9" SEE 10/S5 I N DOUBLE TOP PLATE 2x4 #2 SYP BLK'G @ 16" O.C. W/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING AND FASTENERS. (MIN. FIRST 4 BAYS) BACKNAIL wl (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING SCHEDULE FOR SHEATHING� DETAIL 2"x4" CROSS BRACE—\ APPROX. 8" FROM RIDGE FASTENED AT EACH JOINT w/ (3) 1 Od MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 I F 2x4 BLOCKING —2x4 "T" BLOCKING @ 48" O.C. 16d NAIL "L" BRACE ATTACHED W/ P7W 1 Od NAILS @ 4" 4 4L O.C. TYPICAL GABLE TRUSS WEB --- DOUBLE 1" BRACING DETAIL 5 SCALE: N.T S S5 2x4 "T"BLOCKING RIDGE FASTENED AT "L" BRACE TO EXTEND @ '_O�OER 8 /C. @ 8'-0" O/C. r5z 2x4 CROSS BRACE WEB LENGTH & N T H AT 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ N 2x4 BLOCKING @ 48" O.C. EACHJOINTW/(3) 10d & (2)1 Od TOE NAILS @ AT LEAST 90% OF WEB APPROX. 8" FROM BOTTOM CHORD (SEE TABLE) FROM RIDGE FASTENED AT EACH JOINT w/ (3) 10d & (2) 10d EA. END (NOT REQ'D WHEN rl" BRACE TO EXTEND AT LEAST 90% OF WEB 1" BRACE ATTACHED 16d NAIL EA. END @ 48" O.C. LENGTH (SEE TABLE) RIDGE FASTENED AT SIMPSON H2.5A w/ (10) 8d TOE NAILS @ EA. END GABLE IS 4'-l" OR LENGTH (SEE TABLE) W1 1 Od NAILS @ 4" O.0 2x8 P.T. GABLETRUSS r EACH JOINT w/ (3) 1 Od & (2)1 Od TOE NAILS @ EA. \AV, -,,------FROM LEDGER TO 2x FRAME WALL (SEE WALL SHORTER) GABLE RUSS TYPICAL SILL 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING END BOARD BLOCKING SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING 1/2" CDX PLYWOOD OR K7/16" GABLE TRUSS WEB ATTACHED W/ 10d GYPSUM WALL 2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST GABLE TRUSS 1/2" CDX PLYWOOD OR 7116" v @ 48" O/C FOR THE FIRST (4) ROWS OF (2) 16d OSB SHEATHING ATTACHED w/ 1 Od NAILS SINGLE "L" BRACING DETAII_r6_"� NAILS @ 6" O.C. EDGES 12" O.C. FIELD (4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM 1/2" CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. NAILS @ 6" O.C. EDGES AND 12" �' AND CORD ATTACHED W/ (2) 16d TOENAILS OSB SHEATHING ATTACHED AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD SCALE: N.T.S. �5 1 OdX3" @ T' O/C THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD w/ 1 Od NAILS @ 6" O.C. EDGES AND 12" O.C. FIELD "_�(2)16d NAILS BOTTOM ATTACHED W/ (2) 16d TOENAILS P! 2x4'7" ON TOP OF PANEL DIAPHRAGM INTO 2"x6" P.T. PLATE SLOPE OF ADJACENT SCISSOR TRUSS) 2x4 PANEL BLOCKING @ 48" O_r,_ FOR7 2x BLOCKING IN Wj BLOC KING, FASTEN WITH BLOCKING @ 48" O/C 2x4 "T"ON TOP OF PANEL BLO WEEP SCREED 2"x6" P.T. SILL NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C 1715;Z77 ,,-GABLE TRUSS FASTEN WITH 1 Odx3" @ 4" O/C SPACED INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA1 OKT wl (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS VERTICAL @ 48" O.C. SIMPSON META1 2 w/ (7) 1 0dx1 1/2" NAILS AT 6-01' 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 1/2'lx 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM MOISTURE BARRIER O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - MOISTURE BARRIER L2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 wl (7) 10d NAILS SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3 NOTE: IF EMBEDDED 1 0dx1 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH - 16d PER SIDE STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24-- GABLE WEB SECTION r2 SECTION SECTION 4� SCISSOR GABLE "T" BRACE( 7� WEB, USE MSTAM36 w/ (7) 1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. O.C. MAX) w/ MIN. 4" EMBEDMENT IN KO BLOCK SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. ��5� REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. S5 TITEN ON OUTSIDE 20'-0" MAX 20'-0" MAX 2x4 #2 SYP BLKG @ I b U.L;. W/ (Z) 100 NAILO tA. LNU. MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING 8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, IF >9" SEE 1 O/S5 W TOE NAILS AT EACH END @ COD TRUSSES ON SHEET S5 FOR SEE STRUCTURAL— 24" O/C (TYP) X-BRACING, AND TOP NOTES AND NAILING 7N CHORD BLOCKING 90 ;0 SCHEDULE FOR Ix x :x INFORMATION SHEATHING DETAIL BAC KNAIL w1--1 it (2) 16d NAILS WOOD TRUSSES 00 00 2"x4" CROSS BRACE APPROX. I" FROM 1,,,,--2x4 RAT RUN BRACING L 1 2-0 tV RIDGE FASTENED AT L" BRACE TO EXTEND IN 01 x x AT 24" O.C. ON TOP OF EACH JOINT w/ (3) AT LEAST 90% OF WEB BOTT. CHORD FOR 4 10d & (2) 10d TOE LENGTH (SEE TABLE) z TRUSS SPANS ATTACHED W/ 2 NAILS @ EA. END IQQ GABLE TRUSS CDX PLYWOOD OR 7/16" \-BRACING w/(3) 10d x 3"AT -16d T 2x4 PANEL BLOCKING /;1/2" EACH CONN. @ 24" O/C 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 OSB SHEATHING ATTACHED SIMPSON HGAM10KTA OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF W/ 1 Od NAILS @ 6" O.C. k w/ (4) HGAM10KTA -MOISTURE BARRIER — 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 E ES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO \-BOND W/ — O/C w/ (2) 16d — TRUSSES FROM EA. BLOCKING & (4) 1/4"x2 3/4" BEAM (4) 1/4"xl 1/2" SDS TOENAILS @ EA. END SCREWS NOTES: 1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL END TYP. TOP BOTTOM ATTACHED //---JACKTRUSS SEE PLAN FOR TITEN TO CMU TO BLOCKING & (4) MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) w/ (2) 16d TOENAILS CONNE CTION 14 MASONRY WALL 1/4"x2 3/4" M MIN. P BRACING TITEN TO CMU 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 - �1 . �� I I - --- - ------ ARCHITEC I URAL r INI,-)ri 1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) 2x4 "T" ON TOP OF PANEL—/ L CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS BLOCKING, FASTEN WITH L 2x4 BLOCKING W) I � " 7 THAT MY BE REQUIRED B070M CHORD GABLE END BRACING EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2) 12d TOENAILS LL'. 1 11 2)"T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 4'-0" O.C. MAX. FOR FIRST (4) BAYS COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF EXT. WALL CONN. 'a'") NON - LOAD BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. NON - LOAD BEARIN9"' LOCATION /*"' �D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) r8 SECTION r9 BEARING LOCATR (UNEVEN CLG.) fl" �E REOUIRED MINIMUM PERMANENT TRUSS BRACING PLAN SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ADDITIONAL INFORMATION. SCALE: N.T.S. I,., �5 SEE TYP. WALL SECTION FOR SCALE: N.T.S. AS PER BCSI SCALE: N.T.S. SCALE: N.T.S. �5 ADDITIONAL INFORMATION. S I LISS 12 12" 6.9 MAX. SEE RSH SCHEDULE FOR ATTACHMENT MINIMUM 2x OVERLAP TRUSS BRACING -�77 PRE-ENGINEERED--,,\ . 6" OVERLAP CROSS BRACING AT LEAST TWO TRUSS SPACES (SEE PLAN FOR WOOD TRUSSES LOCATIONS) TOENAIL w/ 2X4 #2 SYP BLK'G @ 16" O.C. (2) 16d NAILS (2) 10d x 0.131" (2) 16d PER TOENAILS EA. SIDE JOINT < CONT 2x4 #2 SYP w/ 1 Od "L" BRACING REQUIREMENTS STUD SPACING NO 1" BRACE (1) 2"x4" (U.N.O.) 1" BRACE 2"x6" (U.N.O.) 1" BRACE 2411 0-0" - T-O" T-O" - 64' 6'-0" & GREATER SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND (2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING "X" BRACE S DET. J/S5 2X4 BRACING @ 48" O,C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Od AT EA. TRUSS (NOTE: BRACING MAY BE CED ON EITHE THE BOTTOM CORD) XO.131" @ 8" O.C. LI CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 ALTERNATE NON -DROP MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING NOTE: 1) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES \-COSMETIC DROP CEILING FRAMING BRACE TO EXTEND FULL HEIGHT OF GABLE. SCISSOR TRUSS CROSS BRACING DETAIL ri (0-1 �0 GABLE END DETAIL TRUSS BRACING OVERLAP DETAIL 2) 1" BRACE TO BE FASTENED TO GABLE STUD WITH 10dx3" NAILS @ 4" O/C. SCALE: N.T.S. SCALE: N.T.S. 3) SEE 6/S5 FOR MORE INFO. W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. �5 MEAN ROOF HEIGHT UP TO 30'-0" SCALE:NTS SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION GABLE TRUSS 4 S5 3 1" BRACE W/ 10d @ 4" O.C. (SEE SCHEDULE FOR SIZE 12 ENDJACK S5 12 DOUBLE TOP PLATE 12 6.9 1 MAX. AND LOCATION) 6.9 MAX. "L" BRACE W/ 10d @ 4" O/C 1 V-0" MAX. 6.91 MAX. r5_"� 1-1 (SEE SCHEDULE FOR SIZE AND LOCATION) r5 SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO TRUSS & (4) 14'X3" SIDS SCREWS TO PLATES (TYP.) 2X4 LEDGER GABLE TRUSS SIMPSON LSTA18 LU 'N C' 6 6 N417 CORNERJACK LU z cr 0 L7 7, �_STUDS TUDS @ 16" O.C. DBL. TOP PLATE @ 16" O.C. SIMPSON SP2 wl (12) HIP FRAMING REFERENCE PLAN WOOD FRAMED GABLE END BRACING DETAIL CONT. BEARING ONT. BEARING 10d NAILS AT EACH ABLE END BRACING DETAIL GABLE END BRACING DETAIL SCALE: 3/4"=1'-9' STUD MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. G MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION FOR WIND SPEED SPECIFICATION MpAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIN D SPEED SPECIFICATION SCALE: N.T.S. I C%t 11— C_v) C. 7P E W C' jt� Cc cl.. C 0 .!� "n. I F I�C) 40 N 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. Engineers signature and seal is only for the structural engineering portions of the drawing pages bearing Engineers signature and seal. (A W 11- Cc, C 4 CM (D 0 co A '1* "f'o LU Lu Z F, r 0- 13 'ra 04 0 W 0 2 1'- W W Co z u- 0 < ) M z N < 0 z 0 U) C3 0 0 C4 M C� co V) 'S CD C1.3 Lij 0 L.0 V) 0 Im __j LA_ E 05 W 0 ZO E 0 cu Y wo z M OL E 0 DU 8M <z z t W.z ro r_ C <0 . is '0 O� Z� Z Q) _j w, H iw 0 W U 0 2 C:) _j co >1 ca C:) < Cr -6 ca a. U) 0 C%4 LO M 04 CD LO C%4 < 00 IN E CV) 04 0 z z E T— E 0 M t 0 _j 0 JOB NO: 22-09405 SCALE : AS NOTED SHEIET NO. S5 !:Z.