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LO 0- 0 -0 -0 cin, r") r�o LO Cr 0 - :2 C) C-4 C) C14 C:) C'4 ZZ- 15 LU SIMPSON HGAMV W/ (4) 1/4"xl 1/2" SDS SCREWS TO BLOCKING & (z 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 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, IF >9" SEE 10/S5 S BACKNAIL w/ (2) 16d NAIL 2x4 #2 SYP BLK'G @ 16" O.C. wl (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" BACKNAIL wl (2) 16d NAILS UNSUPPORTED, BACKNAI L w/ (2) 16d NAILS SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND SCHEDULE FOR SHEATHING DETAIL vIF 45'± 45* SEESTRUCTURAL xz NOTES AND NAILING 2x4 CROI 3 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 EACH JOINT W/ (3) 10d 11 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 SIMPSON H2.5A wl (10) 8d 2x8 P.T. GABLE TRUSS EACH JOINT w/ (3) 1 Od & FROM LEDGER TO SILL 1/2" CDX PLYWOOD OR (2)10d TOE NAILS @ EA. 91". /* BLOCKING 7/16" OSB SHEATHING END ATTACHED W/ 10d 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 �7 w/ 1 Od NAILS @ 6" O.C. THROUGH CHORD 2"x4" LEDGER (MATCH BOTTOM CHORD I EDGES AND 12" O.C. FIELD INTO 2"x6" P T PLATE SLOPE OF ADJACENT SCISSOR TRUSS) NAI NG S HEDULE FOR SHEATHING� 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 Ix IX EACH JOINT w/ (3) 1 Od & (2) 1 Od (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 �,-1/2" CDX PLYWOOD OR 7/16" @ 48" O/C FOR THE sss"':\ (2) 16d OSB SHEATHING ATTACHED FIRST (4) ROWS OF NAILS W/ 10d NAILS @ 6" O.C. EDGES TRUSSES FROM EA. END TYP. TOP & AND 12" O.C. FIELD � (2) 16d NAILS W/ (2) 16d TOENAILS . . 2x4 "T" ON TOP OF PANEL BLOCKING '��' 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING i NOTCH 1" BRACE HERE WEEP SCREED THE FIRST (4) ROWS OF TRUSSES FASTEN WITH 10dx3" @ 4" O/C SPACED 2x4 "T" ON TOP OF PANEL 1/2" 8" "J" BOLT 48" O C INSTALLED PER MANUF. x @ . . WEEP SCREED FROM EA. END TYP. TOP & BOTTOM @ 48" O.C. SIMPSON META12 wl (7) 10dxl 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO MOISTURE BARRIER TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. " " " " 1 Odx3" @ 4" O/C )C 7 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 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 2� 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 � �5 SCALE: N.T.S. TITEN ON OUTSIDE 2X4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING -REFER TO DETAIL J AND FASTENERS. (MIN. FIRST 4 BAYS) ON SHEET S5 FOR C�! X-BRACING, AND TOP SEE STRUCTURAL---,. CHORD BLOCKING FA NOTES AND NAILING INFORMATION 00 00 SCHEDULE FOR SHEATHING DETAIL BACKNAIL wl 2 '1/4.. (2) 16d NAILS -WOODTRUSSES co - 60 2 00 1 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 ATTACHED W/ 2 -16d NAILS @ EA. END AT EA. TRUSS JOINT (2) 2" x 4" LAM I NATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAM I NATIONS 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 F ROM 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 I F T E LAST LAMINATI N SPACE AS SHOWN FOR 3-PLY) 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/ 10d 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. 16d NAIL 1" BRACE ATTACHED W/ 1 Od NAILS @ 4" O.C. TYPICAL GABLE TRUSS WE DOUBLE 1" BRACING DETAI SCALE: N.T.S. 2x4 "T" BLOCKING --I--,- - 2x4 BLOCKING @ 48" O.C. 16d NAIL 1" BRACE ATTACHED W/ 10d NAILS @ 4" 0. TYPICAL W ;4� Lj B GABLE TRUSS WEB SINGLE 1" BRACING DETAIL SCALE: N.T.S. DIAPHRAGM BLOCKING 48" O/C @I -,-GABLE TRUSS TRUSS VERTICAL SIMPSON SP2 w/ (12) 1 Od NAILS AT EACH STUD T DBL. TOP PLATE 2) 2"x8" 1" BRACE Jr -2x4 LEDGER (MATCH BOTTOM CHORD SLOPE OF ADJACENT TRUSS) r � FASTENED WITH (3) STUD WALL (SEE TYP. SEC.) 16d PER SIDE r4 SECTION SECTION SCISSOR GABLE "T" BRACE SCALE: N.T.S. SCALE: N.T.S. 1\15� AS PER HIB 91 SCALE: N.T.S. �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 W/ 1 Od NAILS @ 6" O.C. 12" E ES AND O.C. FIELD JACK TRUSS SEE PLAN FOR 2X4 "T" ON TOP OF PA L 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 2X4 BLOCKING W/ (2) 12d TOENAILS NON - LOAD BEARING LOCATION ('D COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF B.U.C., SAME NUMBER OF ROWS, SAME SPACING) E SECTION 9 SEE TYP. WALL SECTION FOR SCALE: 3/4" V-101" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 LF ADDITIONAL INFORMATION. SCALE: N.T.S. '\,, �5 SCALE: N.T.S. ��5� IINIMUM 2x 'ROSS BRACING 3EE PLAN FOR OCATIONS) TOENAIL (2) 16d NA (2) 16d PER JOINT ------- - ---- -- 2"x4" MIN. SEE M/S5 CROSS BRACING DETAIL SCALE: N.T.S. 12" 'SH SCHEDULE ,TTACHMENT SYP BLK'G @ 16" O.C. I x 0. 131 " AILS EA. SIDE 2x4 #2 SYP w/ 1 Od XO.131" @ 8" O.C. ALTERNATE NON -DROP GABLE END DETAIL ri SCALE: N.T.S. GABLETRUSS S5 1" 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 M S5 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE AND LOCATION) 8d @ 6"O/C WOOD TRUSSES SIMPSON HGAM1 OKTA w/ (4) 1/4"xl 1/2" SIDS SCREWS TO BLOCKING & (4) 1/4"X2 3/4" TITEN TO CMU 2 x 4 BLOCKING w/ (2) 1 Od 24" O/C (TYP) TOE NAILS AT EACH END @ BRACING w/(3) 10d xj Al EACH CONN. @ 24" O/C Is,\\ -MOISTURE BARRIER sssss _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 2"x6" (U.N.O.) 1" BRACE 24" 0'0" - T-O" 3'-0" - 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 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 ---------- GABLE END BRACING DETAIL SCALE: 3/4!'=1'-0" MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION blMl`tiUN bl'Z W/ (12) 10d NAILS AT EACH STUD END JACK 1 V-10" MAX. Uj 0 0� 0 CORNER JACK �e 0 < LU z x o HIP FRAMING REFERENCE PLAN z W 10- 20'-0" MAX 20'-0" MAX "X" BRACE SEE DET. J/S5 1 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. < d Uj a LU C? —_ — — — — — C) z LU C0 < 0 C? C) CD a LU IL 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 REQU I RED ZBOTTOM 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 Od AT EA. TRUSS (NOTE: BRACING MAY BE PLACED ON EITHER TOP OR BOTTOM OF THE BOTTOM CORD) COSMETIC 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 C%j C%j CO3 C__ C_.' = U- M z < - C-4 3: 2 =. 0, —> E 25 3: M E F'W w;' C) < \-\C 4 cA 0 r '4� To the best of the Engineeirs 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 Engineer's signature and seal. W E 00 'M' 0 N 0) all SO 6 0 .2 00 sl 0? All Lr) _y') �; �N- cl-' uf __' 7 -, U uj U_ - 0 " z i I , A 2 'NU f :5 'FU C'4 0 W 0 n'-;3; 3� W 05 z LO C0 Z IL N < bu z U) W a- ) < — Ln (D 0 u (D 4-1 C_/� U-j C Q) U" 0 LU V) U*) LU A 'n 4 = E 8 > < 0 _f A " M 1410 Q0 - CK . 0, z z < E 8 0 00 CID E 01 0, ITT < Z. �z co < 0, z z _5 co < 10 zz �O W C> <3 < '0 < Oq 2 C) E2 CD 0�: LO LO 0 CN T_ :3 C)7 0 0 LO +_j 0 ILI_ c') 0 04 U C) c) co M 04 r, < LO U') E C.0 'E z M z =3 E T_ a. E 0 _0 < JOB NO 23-06139 SCALE AS NOTED SHEET NO. S5