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SIMPSON HGAMV <br />W/ <br />(4)1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (z <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 TOENAI7�\ <br />SCHEDULE FOR SHEATHING DETAIL-7 (2) 16d \ <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 10/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, AND FASTENERS. (MIN. FIRST 4 BAYS) AND FASTENERS. (MIN. FIRST 4 BAYS) <br />IF >9" SEE 10/S5MAX 9,BACKNAIL w/ (2)16d NAILS UNSUPPORTED,BACKNAIL 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 />45'± <br />45' ± <br />SEESTRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO <br />BRACE <br />SCHEDULE FOR <br />APPROX. 8" FROM <br />SHEATHING DETAILY <br />2x4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />RIDGE FASTENED AT <br />@ 8'-0" 0/C. <br />EXTEND AT LEAST 90% OF"L" <br />10d <br />BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH ATEACHJOINTW/(3) <br />& (2)10d TOE NAILS @ <br />� <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 />BLOCKING <br />7/16" OSB SHEATHING <br />END• <br />W/ 10d <br />GYPSUM WALL BOARDATTACHED <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" 0/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 <br />EDGES AND 12" O.C. FIELD <br />INTO 2"x6" PTPLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />NAILING SCHEDULE FOR SHEATHINGDETAIL <br />2"x4" CROSS BRACEAPPROX. <br />8" FROM <br />RIDGE FASTENED AT <br />DOUBLE TOP PLATE <br />EACH JOINT w/ (3) 10d <br />X <br />2x4 CROSS BRACE APPROX. 8" <br />& (2) 10d TOE NAILS @ <br />FROM RIDGE FASTENED AT <br />EA. ENDEACH <br />JOINT w/ (3) 10d & (2) 10d <br />(NOT REQ'D WHENTOE <br />NAILS @ EA. END <br />GABLE IS 4'-1" OR <br />2x FRAME WALL (SEE WALLSHORTER)SECTION <br />FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING1/2" <br />CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE(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 &BOTTOM <br />AND 12" O.C. FIELD <br />ATTACHED <br />(2)16d NAILS <br />W/ (2) 16d TOENAILS\ <br />2x4'IT" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <br />FASTENWITH 10dx3" 4" 0/C SPACED WEEPSCREED THE FIRST (4) ROWS OF TRUSSES „@ 1/2"8" "J" BOLT48" 0C2x4 T ON TOP OF PANEL <br />@ 48" O.C. INSTALLED PER MANUF. x @ WEEP SCREED FROM EA. END TYP. TOP &BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCR7AT24' <br />O <br />MOISTURE BARRIER SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS 10dx3" @ 4" 0/C TRUSS & (4) 1/4"x3"SDS SCREWS TO PLATESO.C. <br />1/2x 8JBOLT @ 32O.C. MINIMUM 6FROMO.C. <br />MAX w/ MIN. 4" EMBEDMENT IN K0 LOCK - <br />MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" PLATE WASHERSIMPSON <br />META12 w/ (7) <br />ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS <br />NOTE: IF EMBEDDED <br />10dx1 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 />1 <br />GABLE WEBSECTI0NWEB, <br />USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4"10d <br />NAILS & (4)1/4"x2 1/4" <br />SCALE: N.T.S. <br />S5 <br />EMBEDMENT IN KO BLOCKSCALE: <br />N.T.S.TITEN <br />ON OUTSIDE2x4 <br />#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 />X-BRACING, AND TOP <br />`O <br />`o <br />SEESTRUCTURAL <br />CHORD BLOCKING <br />NOTES AND NAILINGINFORMATION <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />1 1 <br />(2) 16d NAILS <br />-WOODTRUSSES <br />`° <br />00 <br />2"x4" CROSS BRACEAPPROX. <br />8" FROM <br />•2x4 RAT RUN BRACING <br />1 <br />12EACH <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />JOINT w/ (3) <br />BOTT. CHORD FOR 4 <br />TRUSS SPANSNAILS <br />10d & (2)10d TOE <br />ATTACHED W/2-16d <br />@ 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 OF2x4 <br />PANEL BLOCKING <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS@ <br />48" 0/C FOR THE <br />(2)16d NAILS <br />2x4 BLOCKING @ 24" <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUALFIRST <br />(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 OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 5 1/2" LAG SCREWS OR EQUAL <br />BOTTOM ATTACHED <br />MASONRYWALL <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 />OF THE LAST LAMINATION(SPACE <br />AS SHOWN FOR 3-PLY) <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />-GABLE TRUSS <br />-1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED w/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />2x4 LEDGER MATCH BOTTOM CHORD DBL. TOESIMPSON SP2 w/ (12)10d <br />( NAILS AT EACH STUD <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE . EC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />REV. 06.08.22 <br />MAX. 9" <br />UNSUPPORTED, 8d @ 6"0/C <br />IF >9" SEE 10/S5 r-WOOD TRUSSES <br />"L" 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/ 10d NAILS @ 6" O.C. <br />SIMPSON HGAM10KTA w/ (4) <br />EDGES AND 12" O.C. FIELD <br />1/4"x1 1/2" SDS SCREWS TO <br />JACK TRUSS <br />BLOCKING & (4)1/4"X2 3/4" <br />SEE PLAN FOR <br />TITEN TO CMU <br />CONNECTION <br />2x4 "T" ON TOP OF PANELI3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION BLOCKING, FASTEN WITH L _ 2x4 BLOCKING W/ [E <br />EXT. WALL CONN. �a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF10dx3' @ 4 0/C (2) 12d TOENAILS <br />NON - LOAD BEARING LOCATIONDB.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTIONg J <br />ADDITIONAL INFORMATION. SCALE: N.T.S.S5SCALE: N.T.S. <br />IINIMUM 2x <br />ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS)TOENAIL <br />(2)16d NA <br />(2)16d PER <br />JOINT <br />,,.w.,�� ,,,., �.,,.,, �„��,,.0 24" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />12" <br />SEE RSH SCHEDULE <br />FORATTACHMENT <br />2X4 #2 SYP BLK'G @ 16" O.0 <br />(2) 10d x 0.131TOENAILS EA. SIDE <br />CONT. 2X4 #2 SYP w/ 10d <br />X0.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL10SCALE: N.T.S. S5 <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 />PRE-ENGINEERED <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 />2 x 4 BLOCKING w/ (2)10d <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />• <br />0 <br />z <br />w <br />IL <br />BRACING w/ (3)10d x 3" AT Y <br />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 />"L" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />"L" BRACE <br />(1) 2"x4" (U.N.O.) <br />"L" BRACE <br />2"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-0" <br />T-0" - 6-0" <br />6-0" & GREATER <br />SCISSOR GABLE - (1) 2'W" #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 10dx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS <br />uvly i. ��r�nnvu �. <br />GABLE END BRACING DETAIL SCALE:3/4"=1'-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICAT►ON <br />SIMPSON SP2 w/ (12) <br />10d NAILS AT EACH <br />STUD <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -, <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />10d NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />DOUBLE "L" BRACING DETAIL 5 <br />SCALE: N.T.S. S5 <br />2x4 "T" BLOCKING <br />11 <br />2x4 BLOCKING @ <br />48" O.C. <br />'LI' BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" O.0 <br />TYPICAL <br />GABLE TRUSS WEB -� <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C GABLE TRUSS <br />ttl TRUSS VERTICAL <br />(2) 2"x8" "L" BRACE J <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX <br />r CONTINUOUS BOTTOM CHORD BRACING 2X4 MIk <br />d <br />w <br />d <br />w <br />a <br />� <br />O <br />i <br />IZ O <br />w <br />0 <br />o <br />0 <br />d <br />w <br />— <br />— <br />— <br />— <br />o <br />o <br />X <br />� <br />o <br />----ov <br />---- <br />Q <br />o <br />W <br />W <br />NOTE: LTOP CHORD 2x4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />@ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />BAYS <br />THAT MY BE REQUIRED <br />BOTTOM 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 />c�A <br />ca <br />0 <br />err <br />c <br />`! W <br />Z � <br />a. <br />C`4 <br />m <br />�LL a <br />y cc O_ u- <br />N d O <br />Q r CV ?lG <br />10 d <br />d . c <br />3 •cam <br />�- <br />uam® m <br />=d <br />H E� <br />c <br />l0 <br />p <br />a v <br />�''o <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 Florida Building Code - <br />Residential 7th Edition, Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />.x.,. <br />W <br />.. <br />F„ o E <br />dw 4 O <br />N 0 <br />N m <br />o c 4 <br />' ® � N � m <br />i <br />O it w <br />M N M V <br />'a co:: <br />u- a <br />U_ <br />•-3 ZJ <br />— I d Y <br />C <br />_ <br />199 <br />v O: �•�NCO O <br />_ o <br />W � <br />COLO Z Q J <br />f <br />Z OU 0 <br />�kF+l W ❑ ❑ <br />N 0 <br />o 0 <br />z m N <br />z o :* <br />Q <br />J _ <br />d �t] <br />V) Z a <br />C7 <br />0 <br />u, <br />� LlJ <br />0 <br />V) �_ w <br />Ln <br />ca <br />E <br />c1 0 " <br />c U) m <br />OD Y <br />N rn <br />o <br />Z <br />W <br />M <br />M <br />J <br />Z 3 <br />Z Z <br />4 <br />o <br />wo <br />>� <br />; <br />woo <br />10O <br />oU 0 <br />�U <br />O E <br />` <br />Q <br />co <br /><= <br />w= <br />c <br />04 <br />m, <br />01 <br />Z <br />m J <br />�o <br />¢w <br />go <br />W <br />T <br />o <br />O� <br />w LL <br />0 <br />a z <br />y W <br />=k <br />oz <br />r3 <br />= <br />J <br />o <br />J <br />w¢ <br />F <br />�t <br />M <br />il- <br />zl4 <br />a <br />0 <br />3 <br />�O <br />O <br />= <br />> M <br />J <br />Om <br />f6 <br />m <br />0 <br />^` <br />i <br />(0 LO <br />T <br />*— <br />L / <br />(o <br />1"- <br />O <br />U) <br />m <br />N <br />� <br />1 <br />CMV <br />T <br />N <br />0')04 <br />Q <br />LO <br />M <br />M '— <br />iri Lf) <br />o <br />Z <br />z <br />:3 <br />E T— <br />m <br />U Q 0 <br />-t <br />JOB <br />NO: 23-06118 <br />SCALE : AS NOTED <br />SHEET NO. <br />S5 <br />I. I Ilh. L. 11 ¢.. -. i;li Jd I_,:.Lb'.II ,V. L­1 i.l 1, <br />