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t2 73 0. I r`3 LO LO CT E 1.2 co CD E 0 ID. 0- 01 -2 r1_1 04 5� as C�4 LO SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (4 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) 76d NAILS---\ 2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING MAX. 9" AND FASTENERS. (MIN. FIRST 4 BAYS) UNSUPPORTED, BACKNAIL w/ (2) 16d N) IF >9" SEE 1 O/S5 kILS 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 BACKNAIL w/ (2) 16d NAILS MAX. 9" BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 1 O/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL 11 F 45'± 41'± z 45* SEE STRUCTURAL NOTES AND NAILING 2x4 CROI BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAILY 2x4 KICKER KI 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT SKER @4 @ 8 -0 O/C. &_O�O/C EXTEND AT LEAST 90% OF EACH JOINT W/ (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 SIMPSON H2.5A w/ (10) 8d 2x8 P.T. GAB E TRUSS EACH JOINT w/ (3) 1 Od & LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. "---FROM BLOCKING 7116" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d GABLETRUSS 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 W/ 10d NAILS @ 6" O.C. THROUGH CHORD 2"X4" LEDGER (MATCH BOTTOM CHORD —7 EDGES AND 12" O.C. FIELD INTO 2" 6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) DETAIL � 2"X4" CROSS BRACE-\ APPROX. 8" FROM RIDGE FASTENED AT DOUBLE TOP PLATE EACH JOINT w/ (3) 1 Od 2x4 CROSS BRACE APPROX. 8" & (2) 1 Od TOE NAILS @ FROM RIDGE FASTENED AT EA. END EACH JOINT w/ (3) 10d & (2) 10d (NOT REQ'D WHEN TOE NAILS @ EA. END GABLE IS 4'-1 " OR 2x FRAME WALL (SEE WALL SHORTER) SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d 1--l-1/2" OSI3 SHEATHING ATTACHED FIRST (4) ROWS OF N A I L S - NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. AND 12" O.C. FIELD END TYP. TOP & BOTTOM ATTACHED (2) 16d NAILS W/ (2) 16d TOENAILS x . . 2X4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING 2X4 "T" ON TOP OF PANEL BLOCKING�' 2"X6" P.T. SILL NOTCH"L" BRACE HERE liff: WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTENWITH 10dx3" @4" O/C SPACED 1/2" 8" "J" BOLT @ 48" O C [\� 2x4 "T" ON TOP OF PANEL � . . INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT W/ (4) 1/4"X1 1/2" SDS SCREWS TO ' @ 48" O.C. BLOCKING, FASTEN WITH MOISTURE BARRIER SIMPSON META1 2 w/ (7) 1 0dx1 1/2" NAILS AT V-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. " " 1 Odx3" @ 4" 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 SIMPSON META12 W/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4 "X2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24,, GABLE WEB SECTION- r2 WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" 1 Od NAILS & (4) 1/4"X2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. L TITEN ON OUTSIDE 2x4 #2 SYP BLWG @ 16" O.C. W/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSHI - ON FRAMING SHEET FOR SHEATHING REFER TO DETAIL J N & AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR Ti X-BRACING, AND TOP SEE STRUCTURAL— CHORD BLOCKING ;0 ;0 NOTES AND NAILING INFORMATION SCHEDULEFOR —ill SHEATHING DETAIL BACKNAIL w/ 2 (2) 16d NAILS WOOD TRUSSES 00 co 2"x4" CROSS BRACE -- APPROX. 8" FROM 2X4 RAT RUN BRACING RIDGE FASTENED AT "N AT 24" O.C. ON TOP OF J/ EACH JOINT W/ (3) BOTT. CHORD FOR 4 10d & (2) 10d TOE TRUSS SPANS 4a NAILS @ EA. END ATTACHED W/ 2 - 16d 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 K 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 . (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 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 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 BEARIffG LOCATION �D SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT B.U.C., SAME NUMBER OF ROWS, SAME SPACING) -UP COLUMNS ADDITIONAL INFORMATION. �5 SCALE: N.T.S. S5 1INIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL i (2) 16d NA (2) 16d PER JOINT i wwww ww wiv, 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL i SCALE: N.T.S. S5 GABLE END BRACING DETAIL 12" RSH SCHEDULE ATTACHMENT #2 SYP BLK'G @ 16" O.C. Od x 0.131" NAILS EA. SIDE IT. 2X4 #2 SYP W/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL 0� SCALE: N.T.S. '\ �5 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 AT LEAST TWO TRUSS SPACES MAX. 9" UNSUPPORTED, IF >9" SEE 10/S5 1" BRACE TO EXTEND AT LEAST 90% OF WEB LENGTH (SEE TABLE) -GABLETRUSS -1/2"CDX PLYWOOD OR 7/16" OSB SHEATHING ATTACHED W/ 1 Od NAILS @ 6" O.C. E E AND 1 O.C. FIELD X��"JACK TRUSS SEE PLAN FOR ICONNECTION 2X4'T'ON TOP OF PANEL--/ L 2X4 BLOCKING W/ BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C (2) 12d TOENAILS SECTION r9 SCALE: N.T.S. � �5 \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP M S5 1- BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 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 W/ 1 Old NAILS @ 6" O.C. EDGES AND 12- O.C. FIELD -2x4'T'ON TOP OF PANEL BLOCKING, FASTEN WITH 1 0dx3- @ 4" O/C 2x4 BLOCKING--,,,,,,, —2x4'T' BLOCKING @ 48" O.C. -1 6d NAIL 1" BRACE ATTACHED 10d NAILS 4' O.C. TYPICAL GABLE TRUSS WEB DOUBLE 1" BRACING DETAI SCALE: N.T.S. �4j 2x4'7BLOCKING 2X4 BLOCKING @ 48" O.C. 1" BRACE ATTACHED W/ 1 Od NAILS @ 41' 0. TYPICAL 16d NAIL GABLE TRUSS WEB SINGLE 1" BRACING DETAILK 6 SCALE: N.T.S. S5 DIAPHRAGM CKING @ BLO 48" O/C I I; GABLE TRUSS -4- ETni--TRUSS VERTICAL L2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE SIMPSON SP2 W/ (12) 10d (2) 2"x8" 1" BRACE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC FASTENED WITH (3) 16d PER SIDE SECTION 3 SECTION SCISSOR GABLE "T" BRACE SCALE: N.T.S. SCALE: N.T.S. �5 AS PER HIB 91 SCALE: N.T.S. REV. 06.08.22 20'-0" MAX 20'-0" MAX 77 BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. 8d @ 6"O/C 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 Old TOE NAILS AT EACH END @ 24" O/C (TYP) &I F P W W L W/ dx W / d x -E E EACH CONN. @ 24" O/C MOISTURE BARRIER -BOND BEAM - MASONRY WALL ARCHITECTURAL FINISH EXT. WALL CONN. NON - LOAD BEARING LOCATIO (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 2"4" (U.N.O.) 1" BRACE 24" 0-0- - T-O" T-011- 6-0" 6'-0" & GREATER SCISSOR GABLE (1) 2"W' #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 W/ (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) 1 Od NAILS AT EACH STUD ENDJACK 1 V-0" MAX. LU CORNERJACK < cr_ LU z cr o 0 HIP FRAMING REFERENCE PLAN p.m M M M 1111,11AI,", 111111 M M p11A111111 oll 1111111 FlAirl 11111111 1111111 cc M a: NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 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 B0170M 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 L AS PER BCSI SCISSOR TRUSS SCISSOR TRUSS W/ DROP CEILING BRACING DETAIL SCALE: N.T.S. 2X4 BRACING @ 48" O.C. CONTINUOUS TO FIXED LOCATION ATTACHED W/ (2) 1 Old AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) DROP CEILING FRAMING 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 =31 116 = LA.- In C= cc C3. _= = W = C) Z -cc Ca. r- rz .5 C2, tj ca_ - 13- k �, ---. - I' PLO" o?o I'ESSIO�l To the best of the Engineer's 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 Engineer's signature and seal. a W E a C11 SO 0 -1-0- % v - u, LL u_ I . DL , OF - CL se z 7-6 "M .12 =1 9 0 W 0 2 on of W co . M z - 0 -�e LO Z IL N < S (50 z co W C1 0 0 V) - C1 0 Q) .2 u_ +.j Lu M 0 LU V) cn-- un AT X E M 8 U 55 0�� rn 0 '0 0 0M Cq r C=� - C`� CID .0 65. z _.j U_ (6 E ca- 0 E I'M 0 -11 Z IR < �0 0� 1w. < - M 0 . W 00 '0 E H -'o , af 1< ZZ z C < 9' '0 10 Z' z 15 0 z 8 15 1z 0z W M �� j Wz <, cl� 11 J.W� z 0§1 U M co < Cr co co LO +_# 0 r__ CO CV) CD C-4 0 L0 T_ 00 N < ce) LO E to CO r_ M �i U') 0 M z :3 U) E T_ 12v E '0 § M C . . '6 -0 M _j < 0 r_ JOB NO: 23-06110 SCALE AS NOTED SHEET NO. S5