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LO 00 ro L0 LO 0 =3 0- V) C14 — 9 L LO 0 Lo 00 C14 9 �2 co LO C� LO LO > V al iF 1-) E C0 E 9 CD C14 CD Ln C, im C'4 SIMPSON HGAMfl 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---\ NAIL w/ 6d NAILS 2x4 #2 SYP BLK'G @ 16" O.C. w/ (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 NA[ IF >9" SEE 10/S5 LS 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" BACKNAI L w/ (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS UNSUPPORTED, SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL IV 45'± 45' SEESTRUCTURAL NOTES AND NAILING 2x4 CRO§ BRACE SCHEDULEFOR APPROX. 8" FROM SHEATHING DETAILV 2x4 KICKER 2x8 SYP#2 1" BRACE TO RIDGE FASTENED AT @ 8'-0" O/C. EXTEND AT LEAST 90% OF EACHJOINTW/(3) 10d L" BRACE TO EXTEND 2x4 CROSS BRACE 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 S I M PSON 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)10d TOE NAILS @ EA. BLOCKING 7/16" OSB SHEATHING END GYPSUM WALL BOARD ATTACHED W/ 10d 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 �A wl 1 Od NAILS @ 6" O.C. ESZ] THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD L EDGES AND 12" O.C. FIELD " " SLOPE OF ADJACENT SCISSOR TRUSS) NAILIN HEDULE FOR HEAT ING� DETAIL x 2"x4" CROSS BRACE-' APPROX. 8" FROM DOUBLE TOP PLATE RIDGE FASTENED AT X EACH JOINT w/ (3) 1 Od Ix, 2x4 CROSS BRACE APPROX. 8" & (2) 10d TOE NAILS @ z/ MAX. 9" UNSUPPORTED, IF >9" SEE 1 O/S5 FROM RIDGE FASTENED AT EA. END X I L" BRACE TO EXTEND IV_A'T EACH JOINT w/ (3) 1 Od & (2) 1 Od (NOT REQ'D WHEN LEAST 90% OF WEB TOE NAILS @ EA. END GABLE IS 4'-1 OR z 2x FRAME WALL (SEE WALL SHORTER) GABLE TRUSS SECTION FOR SIZE & SPACING) 2x4 PANEL BLOCKING /1--1/2" CDX PLYWOOD OR ,,-1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE (2) 16d ��7/16" OSB SHEATHING OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS ATTACHED w/ 10d NAILS W/ 1 Od NAILS @ 6" O.C. EDGES TRUSSES FROM EA. @ 6" O.C. EDGES AND 12" AND 12" O.C. FIELD END TYP. TOP & O.C. FIELD BOTTOM ATTACHED (2) 16d NAILS \ W/ (2) 16d TOE NAILS --2x4 "T" ON TOP OF PANEL 2x4 PANEL BLOCKING @ 4 FOR� \ \-2x BLOCKING BLOCKING, FASTEN WITH 2x4 "T" ON T6P OF PANEL BL KING�l 2"x6" P.T. SILL NOTCH "L" BRACE HERE FASTENWITH 10dx3"@4"O/C SPACED WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 1 0dx3" @ 4" O/C OC I x . . 1/2" x 8" "J" BOLT @ 48" O.C. 8" O.C. 2x4 "T" ON TOP OF PANEL INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS SCREWS TO 6 @ 48" O.C. SIMPSON META12 w/ (7) 10dxl 1/2" NAILS AT 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.. MOISTURE BARRIER 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 wl 3/16"x2" 0 PLATE WASHER L SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od 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. TITEN ON OUTSIDE 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) ON SHEET S5 FOR X-BRACING, AND TOP SEE STRUCTURAL--,,,. CHORD BLOCKING �0 NOTES AND NAILING 4 x INFORMATION CID 00 SCHEDULEFOR SHEATHING DETAIL BACKNAIL w/ (2) 16d NAILS -WOODTRUSSES 60 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 TRUSS SPANS 1 Od & (2) 10d TOE 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 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 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, 1 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 (SPACE AS SHOWN FOR 3-PLY) 2x4 BLOCKING--,,, --2x4 "T" BLOCKING @ 48" O.C. 16d NAIL 1" BRACE / ATTACHED 1 Od NAILS 4" O.C. TYPICAL GABLE TRUSS W B DOUBLE 1" BRACING DETAIL 5 SCALE: NTS S5 'T" BL KIN x 48" O.C. 1" BRACE ATTACHED ---16d NAIL W/ 10d NAILS @ 4" 0. TYPICAL Aj4 L GABLE TRUSS WEB SINGLE 1" BRACING DETAIL(_6 s. S5 SCALE: N.T. G DIAPHRA BLOCKIN @ 48" O/C GABLETRUSS G TRUSS VERTICAL SIMPSON SP2 w/ (12) 10d —2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE NAILS AT EACH STUD SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) 16d PER SIDE 3 SECTION SECTION SCISSOR GABLE 1711 BRACE SCALE: N.T.S. SCALE: N.T.S. REV. 06.08.22 �5 AS PER HIB 91 SCALE: N.T.S. MAX. 9" UNSUPPORTED, 8d @ 6"O/C IF >9" SEE 1 O/S5 r-WOOD TRUSSES 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 Od NAILS @ 6" O.C. SIMPSON HGAM10KTA w/ (4) 1/4"xl 1/2" SDS SCREWS TO ED ES AND 12" O.C. FIELD JACK TRUSS BLOCKING & (4) 1/4"X2 3/4" SEE PLAN FOR TITEN TO CMU CONNECTION 2X4 "T" ON TOP OF EXT. WALL CONN. 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH 1 Odx3" @ 4" O/C L 2X4 BLOCKING W/ (2) 12d TOENAILS NON - LOAD BEARI G LOCATION (/D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION r9 SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 lil, T ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. ��5 IINIMUM 2x 'ROSS BRACING SEE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 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" 0. C. ALTERNATE NON -DROP GABLE END DETAIL ('10 SCALE: N.T.S GABLETRUSS S5 "L" BRACE W/ 1 Od @ 4- O.C. (SEE SCHEDULE FOR SIZE 12 AND LOCATION) 6.9 MAX. S5 S5 PRE-ENGINEERED WOOD TRUSSES OVERLAP TRUSS BRACING AT LEAST TWO TRUSS SPACES \-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING TRUSS BRACING OVERLAP DETAIL SCALE: N.T.S. 6" OVERLAP LN 1" BRACE W/ 1 Od @ 4" OIC (SEE SCHEDULE FOR SIZE AND LOCATION) 2 x 4 BLOCKING w/ (2) 1 Od 24" O/C (TYP) TOE NAILS AT EACH END @ z W 1 \-BRACING W/ (3) 1 Od x 3" AT EACH CONN. @ 24" O/C -MOISTURE BARRIER -BOND BEAM -MASONRYWALL ARCHITECTURAL FINISH BEARING LOCATION (UNEVEN CLG.) EXT. WALL CONN. @ NON LOAD 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"x6" (U.N. 0.) 1" BRACE 24" 0'0" - 3-4- 3'-0" - 6'-0" 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 1/2" SDS SCREWS TO TRUSS & (4) 1/4"x3" SIDS 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 END JACK 1 V-0" MAX. LLJ 0 0 0- =F CORNERJACK 0 LLJ z x 0 0 HIP FRAMING REFERENCE PLAN 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. Ll NOTE: ZTOP CHORD 2X4 #2 SYP BRACING 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 LTTOM 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) B AYS BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN 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 C= C%j W� . Cj __W -S 17� = -0 CU cc C�4 W �:� =Cv CD C-) zC cu CU C = r= \% v I-NI" �N Cq C:� C11j 0 Cp 0,11 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. 11 gl", W 4 E - 0 0 .2-.- . E, 0) 05 0 &-, , 't - ! I - Co U_ Lu �0 W W CU 04 0 co Z 00 i zo U-) co do =6 00 z U) M P Q V) Q) 0 4-1 U 0 V) 8 Q0 0 < U_ ce E Z. C�_ 0 F= 0 I-C-11 f6 M0 UO Q E < z 0 C/3 < �0 0. zV . 9 z �z < .12 0 0 W C) <0 3: z - 0 0 < O'k C) LO L0 ca (D (3) C) :3 CN 0 0 0 U) 2 M LO 0 0 ILL c) C'4 C:) C:) -0 cc 00 -0 00 (D L0 < 00 T_ ce) LO LO E (.0 6 z ca z E U) C: E 0 0 'a (D 0 _j < JOB NO: 23-06137 SCALE AS NOTED SHEET NO. S5