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-3r- <br />7 <br />__j <br />C14 <br />C) <br />ro <br />LO <br />C� <br />LO <br />0 <br />01 <br />:rd <br />_31� <br />C'4 <br />E <br />1.2 <br />C* <br />d) <br />E <br />0 <br />9 <br />Q> <br />LZ <br />(14 <br />C�' <br />LO <br />C14 <br />CD <br />LO <br />< <br />SIMPSON HGAM1( <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 - [RSHI - 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" AND FASTENERS. (MIN. FIRST 4 BAYS) <br />UNSUPPORTED, <br />IF >9" SEE 1 O/S5 BACKNAIL w/ (2) 16d NAILS <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 />BAC KNAI L w/ (2) 16d NAILS UNSUPPORTED, BAC KNAI L w/ (2) 16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND <br />SCHEDULE FOR SHEATHING DETAIL <br />vIF <br />45'± <br />15'± <br />z <br />45' <br />SEESTRUCTURAL <br />NOTES AND NAILING <br />SCHEDULE FOR <br />2x4 CROI 3 BRACE <br />APPROX. 8" FROM <br />SHEATHING DETAIL�/ <br />KERN <br />2x4 KICKER <br />2x8 SYP#2 1" BRACE TO <br />RIDGE FASTENED A T <br />@4,KI <br />8 _O�O/C. <br />@ 8'-0" O/C. <br />EXTEND AT LEAST 90% OF <br />EACHJOINTW/(3) 10d <br />1" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />& (2)10d 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 />GABLETRUSS <br />EACH JOINT w/ (3) 1 Od & <br />FROM LEDGER TO <br />SILL <br />1/2" CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. <br />BLOCKING <br />7/16" OSB SHEATHING <br />END GYPSUM WALL BOARD <br />GABLE TRUSS <br />ATTACHED W/ 10d <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 />1 OdX3" @ 3" O/C <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />w/ 10d NAILS @ 6" O.C. <br />THROUGH CHORD <br />2"x4" LEDGER (MATCH BOTTOM CHORD L <br />EDGES AND 12" O.C. FIELD <br />INTO 2" 6" P T PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />A LIN U <br />DETAIL <br />� <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />DOUBLE TOP PLATE <br />EACH JOINT w/ (3) 1 Od <br />X <br />X <br />2x4 CROSS BRACE APPROX. 8" <br />& (2) 10d TOE NAILS @ <br />FROM RIDGE FASTENED AT <br />EA. END <br />N <br />EACH JOINT w/ (3) 1 Od & (2) 1 Od <br />(NOT REQ'D WHEN <br />1 <br />7 <br />X <br />TOE NAILS @ EA. END <br />GABLE IS 4'-1 " OR <br />T <br />2x FRAME WALL (SEE WALL <br />SHORTER) <br />/Z <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 />X 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 />(2) 16d NAILS <br />W/ (2) 16d TOENAILS <br />x <br />. <br />. <br />2x4 "T" ON TOP OF PANEL BLOCKING�' 2"x6" P.T. SILL 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <br />FASTEN WITH 10dx3" @ 4" O/C SPACED \-WEEP SCREED NOTCH 1" BRACE HERE THE FIRST (4) ROWS OF TRUSSES �:2x4 "T" ON TOP OF PANEL <br />1 <br />2" <br />" " <br />" BOLT <br />48" O <br />C <br />- <br />INSTALLED PER MANUF. <br />x <br />@ <br />. <br />. <br />@ 48" O.C. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO <br />SIMPSON META12 w/ (7) 10dx1 1/2" NAILS AT INSTALLED PER MANUF ATTACHED wl (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. <br />MOISTURE BARRIER 1 Odx3" @ 4" O/C <br />7 <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 wl 3/16"x2" <br />0 PLATE WASHER <br />SIMPSON META12 w/ (7) <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS <br />NOTE: IF EMBEDDED <br />1 0dx1 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 SECTION- r2 <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4" <br />10d NAILS & (4)1/4"x2 1/4" <br />SCALE: N.T.S. <br />EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. <br />TITEN ON OUTSIDE <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSHI - 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 />Q <br />X-BRACING, AND TOP <br />CO <br />x <br />SEESTRUCTURAL— <br />CHORD BLOCKING <br />C14 <br />- <br />NOTES AND NAILING <br />x <br />INFORMATION <br />C.0 <br />00 <br />00 <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />2 <br />(2) 16d NAILS <br />-WOOD TRUSSES <br />80 <br />00 <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />-2x4 RAT RUN BRACING <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />EACH JOINT W/ (3) <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />10d & (2) 10d TOE <br />NAILS @ EA. END <br />ATTACHED W/ 2 - 16d <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 FROM EA. <br />TOENAILS @ EA. END <br />NOTES: <br />END TYP. TOP & <br />1) ADJACENT NAILS ARE DRIVEN FROM <br />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. x7" LAG SCREWS OR EQUAL <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 />GABLETRUSS <br />-1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED w/ 1 Od NAILS <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 />SIMPSON SP2 w/ (12) 1 Od <br />DBL. TOP PLATE <br />-2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD <br />— <br />/ <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) <br />3 SECTION <br />SECTION 4� <br />SCALE: N.T.S. �5 SCALE: N.T.S. <br />REV. 06.08.22 <br />MAX. 9" 8d @ 6"O/C <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 r-WOOD TRUSSES <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 />SIMPSON HGAM10KTAWI(4) <br />E AND 12" O.C. FIELD <br />1/4"xl 1/2" SDS SCREWS TO <br />JACK TRUSS <br />BLOCKING & (4) 1/4"x2 3/4" <br />PLAN FOR <br />TITEN TO CMU <br />�4cSEE <br />CONNECTION <br />( <br />OF T <br />E L <br />S <br />LAMINATION <br />2X4 "T" ON TOP OF LL� <br />BLOCKING, FASTEN WITH L 2X4 BLOCKING'W/ <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />EXT. WALL CONN. 1 Odx3" @ 4" O/C (2) 12d TOENAILS <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON — LOAD BEARAG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />8� SECTION <br />SCALE: 3/4" 1 TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS <br />T <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) <br />TOENAIL i <br />(2) 16d NA <br />(2) 16d PER <br />JOINT <br />?"YA" RAIN qF:F- M/.q-q <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.C. <br />(2) 10d x 0.131 <br />TOENAILS EA. SIDE <br />CONT. 2X4 #2 SYP W/ 1 Od <br />XO. 131 @ 8" 0. C. <br />ALTERNATE NON —DROP <br />GABLE END DETAI <br />L <br />0 <br />SCALE: N.T.S. <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />SCALE: N.T.S. <br />\-MINIMUM (2) 16d PER JOINT \-MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />GABLE END BRACING 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 />2 x 4 BLOCKING w/ (2) 1 Od <br />24" O/C (TYP) <br />TOE NAILS AT EACH END @ <br />z <br />Lij <br />\-BRACING w/ (3) 10d x 3" AT <br />EACH CONN. @ 24" O/C <br />-MOISTURE BARRIER <br />-BOND BEAM <br />-MASONRYWALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. NON LOAD <br />BEARING LOCATION (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />'ILI' 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.O.) <br />1" BRACE <br />24" <br />0'0" - T-O" <br />T-10" - 6'4' <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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) 1" 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 />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />�_STUDS @ 16' O.C. <br />SCALE: 3/4"=V-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SIMPSON SP2 wl (12) <br />10d NAILS AT EACH <br />STUD <br />ENDJACK <br />1 V-101" MAX. <br />LLJ <br />0 <br />'0 RCORNER JACK <br />CORNERJACK <br />< <br />z <br />z <br />IX <br />0 <br />0 <br />E_ <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 <br />2x4 BLOCKING-"-, 2x4 "T" BLOCKING <br />@ 481, O.C. 16d NAIL <br />1" BRACE <br />ATTACHED <br />1 Od NAILS 4' <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE 1" BRACING DETAI <br />SCALE: N.T.S. <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />1" BRACE ATTACHED 16d NAIL <br />@ 4" 0. <br />W/ 10d NAILS <br />TYPICAL <br />4� <br />L <br />!A <br />GABLE TRUSS WEB <br />SINGLE 'ILI' BRACING DETAILr6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />48" O/C 1775T77 ,-GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" 1" BRACE <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE 'IT" BRACE /"'_7 <br />AS PER HIB 91 SCALE: N.T.S. <br />20'-0" MAX <br />CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. <br />< <br />< <br />LU <br />C3 <br />UJI <br />C? <br />C? <br />U-1 <br />Uj :;t <br />< 9 <br />4 <br />C) <br />d <br />LU <br />CD <br />< <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />- <br />NOTE: 4- 1 Ufl UHUKD 2X4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />ZBOTTOM <br />O.C. <br />@ 16" 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 />rL <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) 10d 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 />IF, <br />r <br />-1.1-S <br />ce) <br />3j <br />-0 cz; 5 <br />C- i4 <br />t let;,' <br />0 1 <br />% <br />L <br />'�CSSIOW <br />N <br />�� <br />To the best of the Engineers knowledge, information and belief, <br />the structural <br />plans and specifications contained within these <br />drawings comply with the 2020 Florida Building Code - <br />Residential <br />7th Edition. Engineer's signature and seal is only for <br />t a structural <br />engineering portions of the drawing pages bearing <br />ingineer's <br />signature and seal. <br />� NA, <br />110A, <br />W <br />'cT, E <br />0 n 8 <br />kN, <br />A <br />�p' <br />C) <br />0 00 <br />U:31 t1_0_ r1L <br />N <br />q rm- <br />-uj Lu <br />_j uj <br />20- ot <br />C? 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