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LO <br />LO <br />39 <br />a <br />C:) <br />LD <br />< <br />LO <br />Ew <br />Ln <br />C> <br />C:1 <br />LO <br />Ln <br />CD <br />LO <br />LO <br />19 <br />> <br />C14 <br />C> <br />cn_ <br />E <br />E <br />0 <br />r 7 <br />C) <br />Lo <br />SIMPSON HGAMV <br />W/ <br />(4) 1/4"xl 1/2" SDS <br />SCREWS <br />TO BLOCKING & <br />1/4"x2 3/4" <br />TITEN TO CMU <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING AND <br />FASTENERS. (MIN. FIRST 4 BAYS) <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ <br />SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d NAILS—\ <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />MAX. 9" AN D FASTE N E RS. (M I N. F I RST 4 BAYS) <br />UNSUPPORTED, <br />BAC KNAI L w/ (2) 16d NAI <br />IF >9" SEE 10/S5 ILS <br />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. <br />MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />UNSUPPORTED, AN D FASTE N E RS. (M I N. F I RST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) <br />IF >9" SEE 10/S5 <br />MAX. 9" <br />BACKNAIL w/ (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS <br />UNSUPPORTED, <br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND <br />SCHEDULE FOR SHEATHING DETAIL <br />fI F <br />45'± <br />41'± <br />Z <br />_7 <br />45' <br />SEESTRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO�� <br />BRACE <br />SCHEDULEFOR <br />APPROX. 8" FROM <br />SHEATHING DETAIL <br />2x4KICKER <br />KI <br />2x8 SYP#2 1" BRACE TO <br />RIDGE FASTENED AT <br />XKER <br />@4 <br />@ 8'-011 O/C. <br />8'_O�O/C . <br />EXTEND AT LEAST 90% OF <br />EACHJOINTW/(3) 10d <br />1" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />_ <br />WEB LENGTH & NOTCH AT <br />& (2)1 Od TOE NAILS @ <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />2x8 P.T. <br />GABLE TRUSS <br />EACH JOINT w/ (3) 10d & <br />FROM LEDGER TO <br />SILL <br />1/2" CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. <br />I <br />BLOCKING <br />7/16" OSB SHEATHING <br />END <br />ATTACHED W/ 1 Od <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />NAILS @ 6" O.C. EDGES <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR 7/16" <br />AND 12" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />OSB SHEATHING ATTACHED <br />10dX3" @ 3' I O/C <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />w/ 1 Od NAILS @ 6" O.C. <br />L.-I <br />Lj <br />call) <br />I III <br />THROUGH CHORD <br />2"x4" LEDGER (MATCH BOTTOM CHORD L <br />EDGES AND 12" O.C. FIELD <br />Ru <br />INTO 2" 6" P T PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />N ILIN HEDUL R HEATHIN <br />g <br />_ <br />I <br />N <br />DETAIL <br />� <br />2"x4" CROSS BRACE—\ <br />X <br />x <br />'N <br />APPROX. 8" FROM <br />\_ <br />RIDGEFASTENEDAT <br />X <br />DOUBLE TOP PLATE <br />EACH JOINT w/ (3) 1 Od <br />2x4 CROSS BRACE APPROX. 8" <br />& (2) 1 Od TOE NAILS @ <br />FROM RIDGE FASTENED AT <br />EA. END <br />IX <br />EACH JOINT w/ (3) 10d & (2) 10d <br />(NOT REQ'D WHEN <br />.1z <br />TOE NAILS @ EA. END <br />GABLE IS 4'-l" OR <br />2x FRAME WALL (SEE WALL <br />SHORTER) <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />,,­1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />(2) 16d <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />END TYP. TOP & <br />AND 12" O.C. FIELD <br />BOTTOM ATTACHED <br />_X <br />(2) 16d NAILS <br />W/ (2) 16d TOENAILS <br />. <br />. <br />2x4 PANEL BLOCKING @ <br />11 f <br />2x4 "T" ON T6P OF PANEL B KING-:�' 2"x6" P.T. SILL 48" O.C. FOR 2x BLOCKING <br />LOC NOTCH "L" BRACE HERE <br />WEEPSCREED THE FIRST (4) ROWS OF TRUSSES <br />FASTEN WITH 10dx3" @ 4" O/C SPACED 2x4 "T" ON TOP OF PANEL <br />1/2" <br />8" "J" BOLT <br />48" O <br />C <br />!71 <br />. <br />. <br />INSTALLED PER MANUF. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT w/ 1/4"xl 1/2" SDS SCREWS TO <br />6 BLOCKING, FASTEN WITH IDJ <br />@ 48" O.C. SIMPSON META1 2 w/ (7) 1 0dx1 1/2" NAILS AT -01, INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. <br />" <br />" " <br />" <br />" <br />" <br />MOISTURE BARRIER 1 0dxT' @ 4" O/C <br />1/2 x 8 J BOLT @ 32 O.C. MINIMUM 6 FROM <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON META12 w/ (7) <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS <br />NOTE: IF EMBEDDED <br />1 Odxl 1/2" NAILS AT EA. <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />TRUSS VERTICAL WEB (24 <br />GABLE WEB <br />SECTION r2 <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4" <br />1 Od NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. �'15� <br />TITEN ON OUTSIDE <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />-REFER TO DETAIL J <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />Q�' <br />X-BRACING, AND TOP <br />SEE STRUCTURAL---,. <br />CHORD BLOCKING <br />C14 <br />NOTES AND NAILING <br />x <br />INFORMATION <br />oo <br />co <br />SCHEDULE FOR <br />Ix <br />SHEATHING DETAIL <br />BACKNAILw/—/ <br />WOOD TRUSSES <br />00 <br />ill <br />2 <br />00 <br />2"x4" CROSS BRACE ---- <br />(2) 16d NAILS <br />APPROX. I" FROM <br />-2x4 RAT RUN BRACING <br />12" <br />il <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />EACH JOINT W/ (3) <br />BOTT. CHORD FOR 4 <br />10d & (2) 10d TOE <br />TRUSS SPANS <br />ATTACHED W/ 2 - 16d <br />NAILS @ EA. END <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />2x4 PANEL BLOCKING <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />@ 48" O/C FOR THE <br />(2) 16d NAILS <br />- 2x4 BLOCKING @ 24" <br />(D = 0.148", L 3") OR EQUAL <br />(D 0.207", L 4 1/2") OR EQUAL (D 0.207", L 4 1/2 OR EQUAL <br />FIRST (4) ROWS OF <br />O/C W/ (2) 16d <br />TRUSSES F ROM EA. <br />TOENAILS @ EA. END <br />NOTES: <br />END TYP. TOP & <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL <br />BOTTOM ATTACHED <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <br />W/ (2) 16d TOENAILS <br />-ARCHITECTURAL FINISH <br />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 <br />EM <br />OF THE LAST LAMINATION <br />(SPACE AS SHOWN FOR 3-PLY) <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 <br />1" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />-1 /2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 1 Od NAILS @ 6" O.C. <br />10 <br />E C. FIELD <br />JACK TRUSS <br />SEE PLAN FOR <br />CONNECTION <br />2X4 "T" ON TOP OF PANEI <br />EXT. WALL CONN. <br />@ <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />BLOCKING, FASTEN WITH <br />1 Odx3" @ 4" O/C <br />L 2X4 BLOCKING W/ <br />(2) 12d TOENAILS <br />NON - LOAD BEARING <br />LOCATION <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />SCALE: 3/4": <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />SECTION <br />r9 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />1\ �5 <br />SCALE: N.T.S. <br />1INIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) <br />TOENAIL <br />(2) 16d NA <br />(2) 16d PER <br />JOINT <br />------- <br />2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />12" <br />SEE RSH SCHEDULE <br />FOR ATTACHMENT <br />2X4 #2 SYP BLK'G @ 16" O.0 <br />(2) 1 Od x 0. 131 <br />TOENAILS EA. SIDE <br />CO NT. 2x4 #2 SYP w/ 1 Od <br />XO.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />���5 <br />GABLETRUSS <br />S5 <br />1" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />12 <br />AND LOCATION) <br />6.9 MAX. <br />5 <br />75 <br />S5 <br />PRE-ENGINEERE <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S. <br />6" OVERLAP <br />M <br />S5 <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 <br />1" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LE TRUSS <br />-1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTAC H E D w/ 1 Od NAI LS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2X4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1 Odx3" @ 4" O/C <br />2x4 BLOCKING --2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />1" BRACE <br />ATTACHED W <br />10d NAILS @ <br />O.C. TYPICAL <br />GABLE TRUSS W B <br />DOUBLE 1" BRACING DETAIL r5 <br />SCALE: N.T.S. S5 <br />2x4 "T" BLOCKING <br />"I <br />x <br />48" O.C. <br />1" BRACE ATTACHED ­16d NAIL <br />W/ 1 Od NAILS @ 4" O.C. <br />D4 <br />E <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE 1" BRACING DETAIL — <br />//' 6 <br />SCALE: N.T.S. S5 <br />M <br />DIAPHRAG <br />BLOCKING @ <br />48" O/C <br />GABLE TRUSS <br />TRUSS VERTICAL <br />SIMPSON SP2 w/ (12) 10d <br />I­2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE (2) 2"x8" 1" BRACE <br />NAILS AT EACH STUD <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3) <br />16d PER SIDE <br />SECTION 3 SECTION 4� <br />SCISSOR GABLE "T" BRACE <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />��5� REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. <br />8d @ 6"O/C <br />WOOD TRUSSES <br />SIMPSON HGAM1 OKTA w/ (4) <br />1/4"xl 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"X2 3/4" <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2) 1 Od <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />BRACING w/ (3) 10d x 3" AT <br />0 EACH CONN. @ 24" O/C <br />MOISTURE BARRIER <br />BOND BEAM <br />MASONRY WALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. NON LOAD <br />BEARING LOCATIO (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />1" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />1" BRACE <br />(1) 2"x4" (U.N.O.) <br />1" BRACE <br />2"x6" (U.N. 0.) <br />1" BRACE <br />24" <br />0'0" - T-O" <br />T-0" - 6'-0" <br />6'-0" & GREATER <br />SCISSOR GABLE (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />NOTE: <br />1) "L" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE, <br />2) "L" BRACE TO BE FASTENED TO GABLE STUD WITH 1 Odx3" NAILS @ 4" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SDS <br />GABLE END BRACING DETAIL SCALE: 3/4"=V-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SIMPSON SP2 w/ (12) <br />10d NAILS AT EACH <br />STUD <br />HIP FRAMING REFERENCE PLAN <br />I z <br />UJI <br />0 <br />- <br />191 <br />M <br />M <br />FlOrI1111111111 <br />1111111� <br />M� <br />NOTE: ZTOP CHORD 2X4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />ZBOTTOM <br />@ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />BAYS <br />THAT MY BE REQUIRED <br />CHORD GABLE END BRACING <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />@ 4'-0" O.C. MAX. FOR FIRST (4) BAYS <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />AS PER BCSI <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />SCALE: N.T.S. <br />2X4 BRACING @ 48" O.C. CONTINUOUS TO <br />FIXED LOCATION ATTACHED W/ (2) 1 Od AT <br />EA. TRUSS (NOTE: BRACING MAY BE <br />PLACED ON EITHER TOP OR BOTTOM OF <br />THE BOTTOM CORD) <br />COSMETIC DROP CEILING FRAMING <br />W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />WOOD FRAMED GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES SCALE: N.T.S. <br />FOR WIND SPEED SPECIFICATION <br />C= <br />C%j <br />Cn <br />C= <br />LU <br />1r.5 C= <br />ftr- A <br />L4- <br />cc <br />CL. <br />Wh <br />'11"/* <br />0 ivv. <br />Id <br />j3 <br />0 <br />< <br />L <br />'s S 10'. <br />To the best of the Engineer's knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings comply with the 2020 <br />Florida Building Code - <br />Residential 7th Edition. Engineer's signature and sea] is only for <br />the st t ral engineering portions of the drawing pages bearing <br />Enginruc'su signature and seal, <br />r <br />k W <br />g <br />E <br />5 <br />W 0 <br />- 6 C., <br />.2 - (D 'Co <br />'5 LO 'In <br />9) <br />U) <br />rall, <br />a <br />g <br />_j Lu <br />LL U_ <br />01 z <br />-6- 2 <br />Cn <br />V54 W <br />M C'4 <br />0 2 Y' ocr <br />s IN <br />Z <br />co <br />LO N Z < <br />co - <br />z <br />< <br />b 6 W< 00 <br />W <br />0 W <br />Ln <br />Uj <br />0 <br />V) <br />Ln <br />LU <br />U <br />LU <br />0 <br />U) <br />C:> <br />z <br />< <br />U_ <br />C6 E <br />C�_ 8 <br />E <br />Z. <br /><� <br />co <br />CL <br />0 <br />w <br />00 <br />E <br />'0 <br />0 z <br />z <br />�0 <br />z <br />co r_ <br />U <br />1z <br />�� <br />0 <br />1� <br />0' <br />z' <br />z <br />M <br />C) <br />C-.3 <br />0 <br />W <br />c0 <br />z <br />M <br />0 <br />C" <br />C) <br />(.0 <br />LO <br />LO <br />0) <br />2 <br />M <br />0 <br />co <br />LO <br />LO <br />C) <br />0 <br />0 <br />— <br />LO <br />4­0 <br />0 <br />0 <br />UL C') <br />_�e N <br />L) 0 <br />co 04 <br />(0 <br />LO <br />r1_ T_ <br />< <br />C0 <br />U-) LO <br />E <br />(.0 <br />Ci <br />z <br />ca <br />z <br />E <br />co <br />0 <br />2 <br />C: <br />E <br />0 0 <br />_0 <br />_0 co <br />a) <br />JOB <br />NO <br />23-06131 <br />SCALE <br />AS NOTED <br />SHEET NO. <br />S5 <br />s1_; <br />F, I 1 ---7 1 ----------------- 1 i'[1k'11j;1'111 flh� l'-A I _T___ 1 11 1 1 _T_T__ I I 1 11 -_ 1:1 1— <br />