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3 <br />J <br />LO <br />LO <br />LO <br />LO <br />v <br />Co <br />0 <br />0 <br />No <br />0 <br />N <br />to <br />0 <br />LO <br />N <br />J <br />a <br />LO <br />N <br />0 <br />LID <br />cn� <br />O <br />Q <br />0 <br />0 <br />J <br />N <br />Q <br />N <br />N <br />0 <br />0 <br />LID <br />LID <br />cn <br />0 <br />,L�,.L� <br />an <br />3 <br />a <br />N <br />0 <br />a <br />a <br />E <br />0 <br />v <br />a <br />i <br />a <br />0 <br />0 <br />a� <br />tZ <br />N <br />O <br />LLB <br />0 <br />0 <br />N <br />N <br />5i <br />v <br />0 <br />0 <br />W <br />x <br />m <br />0 <br />cn <br />SIMPSON HGAM1( <br />W/ <br />(4)1 /4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (i <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" AND FASTENERS. (MIN. FIRST4 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/S5 MAX 9 <br />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 />/ <br />45' ± <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO <br />BRACE <br />SCHEDULE FOR <br />APPROX. 8" FROM <br />SHEATHING DETAIL <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 <br />EACH JOINT W/ (3) 10d <br />"L" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />& (2)10d TOE NAILS @ <br />•• <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />(SEE TABLE BOTTOM CHORD ) <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 />• <br />SILL <br />1/2" CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. <br />BLOCKING <br />7/16" OSB SHEATHING <br />END <br />GYPSUM WALL BOARD <br />ATTACHED W/ 10d <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" O/C <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />w/ 10d NAILS @ 6" O.C. <br />71 <br />THROUGH CHORD <br />2"x4"LEDGER (MATCH BOTTOM CHORD <br />EDGES AND 12" O.C. FIELD <br />INTO 2"x6" P T PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />NAILING SCHEDULE FOR SHEATHING <br />DETAIL <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />DOUBLE TOP PLATE EACH JOINT w/ (3)10d / <br />2x4 CROSS BRACE APPROX. 8" & (2)10d TOE NAILS @ <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 <br />FROM RIDGE FASTENED AT <br />EACH JOINT w/ (3)10d & (2)10d <br />EA. END <br />(NOT REQ'D WHEN <br />/• <br />"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />TOE NAILS @ EA. END <br />GABLE IS 4'-I" OR <br />LENGTH (SEE TABLE) <br />2x FRAME WALL (SEE WALL <br />SHORTER) <br />// <br />GABLE TRUSS <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING' <br />1/2" CDX PLYWOOD OR <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" 0/C FOR THE11 <br />(2) 16d <br />7/16" OSB SHEATHING <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />ATTACHED w/ 10d NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />�� <br />O.C. FIELD <br />BOTTOM ATTACHED <br />(2) 16d NAILS <br />W/ (2)166 TOENAILS <br />\ <br />2x4 "T" ON TOP OF PANEL <br />2x4 "T" ON TOP OF PANEL BLOCKING, 2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING T BLOCKING, FASTEN WITH <br />FASTEN WITH 10dx3" @ 4" 0/C SPACED WEEP SCREED 1/2" x 8" "J" BOLT @ 48" O.C. THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL 10dx3" @ 4" 0/C <br />a@ FASTEN <br />O.C. INSTALLED PER MANUF. WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4) 1/4"xl 1/2" SDS SCREWS TO <br />SIMPSON META12 w/ (7)10dx1 1/Z" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. <br />MOISTURE BARRIER 10dx3' @ 4' 0/C7 <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" PLATE WASHER <br />SIMPSON META12 w/ (7) <br />ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS <br />NOTE: IF EMBEDDED <br />IOdx1 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 WEB SECTION 2 <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 />S5 <br />SCALE: N.T.S. S5 <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 />N <br />N <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP <br />M <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />NOTES AND NAILING <br />INFORMATION <br />Lc <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />1 <br />1 <br />(2) 16d NAILS <br />- WOOD TRUSSES <br />co <br />60 <br />2"x4"CROSS BRACE <br />APPROX. 8" FROM <br />-2X4 RAT RUN BRACING <br />1 <br />1 2 <br />1 <br />Y <br />1 2 <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />EACH JOINT wl (3) <br />BOTT. CHORD FOR 4 <br />10d & (2) 10d TOE <br />TRUSS SPANS <br />NAILS @ EA. END <br />ATTACHED W/ 2 -16d <br />AT EA. TRUSS JOINT <br />2 2" x 4" LAMINATIONS W/ 1 ROW <br />O O <br />(3) 2" x 4" LAMINATIONS W/ (1) ROW " <br />(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" 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 = 4 1/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL <br />FIRST (4) ROWS OF <br />0/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 />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 />OF THE LAST LAMINATION <br />(SPACE AS SHOWN FOR 3-PLY) <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 />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" 0.C� <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/C GABLE TRUSS <br />TRUSS VERTICAL <br />DBL. TOP PLATE SIMPSON SP2 w/ (12)10d 2 2x8" 1" BRACE <br />2x4 LEDGER (MATCH BOTTOM CHORD 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 SCISSOR GABLE "T" BRACE <br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 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 />EDCfES 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 />CONNECTION <br />TITEN TO CMU <br />2x4 "T" ON TOP OF PANEL I LL " <br />EXT. WALL CONN. 910dx3 <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />@ 4 O/C (2)12d TOENAILS <br />NON - LOAD BEARING LOCATION <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NUMBER <br />D <br />B.U.C., SAME OF ROWS, SAME SPACING)1E, <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS $ <br />SECTION g <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 <br />ADDITIONAL INFORMATION, <br />SCALE: N.T.S. S5 <br />SCALE: N.T.S. S5 <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) TOENAIL <br />(2) 16d NA <br />(2)16d PER <br />JOINT <br />f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rj__� <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) 10d x 0.131" <br />TOENAILS EA. SIDE <br />CONT. 2x4 #2 SYP w/ I Od <br />X0.131"@8"0.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL ri0 <br />SCALE: N.T.S. S5 <br />1 GABLE TRUSS <br />S5 <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />6.9 MAX. <br />5 <br />S5 <br />S5 <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />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 L 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" 0/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 />z <br />w <br />CL <br />\-BRACING w/(3) 10dx 3" AT <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" - 3'-0" <br />3'-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 10dx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4„xl 1/2" SDS^^ ^ <br />uviv i. v�nnnv�a - <br />GABLE END BRACING DETAIL SCALE:3/4"=1'-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 />END JACK <br />1 V-0" MAX. <br />cc <br />0 <br />✓� <br />CORNERJACK <br />Y <br />U <br />w <br />z <br />O <br />U <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5-, CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />d <br />w <br />d <br />w <br />— <br />— <br />— <br />0 <br />o <br />O <br />z o <br />w <br />b <br />Q <br />o <br />CD <br />LU <br />d <br />w <br />NOTE: <br />ZTOP CHORD 2X4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />@ 16" O.C. MAX. FOR FIRST (4) <br />ZBOTTOM <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />BAYS <br />THAT MY BE REQUIRED <br />CHORD GABLE END BRACING <br />2) 7' 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 L <br />AS PER BCSI SCALE: N.T.S. c r- <br />SCISSOR TRUSS <br />SCISSOR TRUSS <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� <br />o <br />.p <br />�m>< <br />N <br />-o x <br />,, a <br />N c6 O a- <br />jn <br />can <br />a °! N� <br />�=:5� <br />y E c <br />s <br />! 5 CU <br />coda <br />�. = <br />=dcc m <br />N fl- <br />� o <br />d <br />g <br />n?; <br />ya lZz <br />,L w <br />�� aQu s. <br />v C>r v <br />a <br />v•vv <br />,�N <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 seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal. <br />G rA,;"'a <br />W <br />a <br />8 <br />0 <br />NeapW a) N � <br />N <br />0 <br />M o 3 xc LL <br />3 LL a <br />m <br />Ri <br />L'. <br />J <br />a <br />a <br />Z <br />_ <br />— a 'Y <br />m c <br />W <br />L N Z <br />0 <br />o <br />om�� Y <br />w <br />Z <br />IL W <br />U) CY Co <br />00 Cj _1 <br />�n <br />N co z <br />o <br />Z <br />OU U <br />N th <br />00 <br />N <br />< o Q <br />J <br />C. Z�; <br />M <br />G <br />`o <br />w <br />N <br />C <br />v <br />a— — E <br />YID.. <br />L S <br />_ N <br />o <br />r~ <br />¢ - o <br />1 <br />N v <br />o <br />w <br />M <br />M <br />g � <br />p <br />Z <br />Z <br />a <br />U_ <br />zo <br />rN <br />Q� <br />Q 0 <br />E U <br />oLL <br />z <br />z© <br />oa <br />Fcu (0 <br />i 0 <br />00 <br />U <br />C�'ao <br />Oa <br />�a <br />Ott <br />°Z <br />z <br />�w <br />5m <br />6 C <br /><ow� <br />O U <br />m�aLL <br />Z F <br />03 J <br />O <br />a <br />'z <br />a w <br />z <br />Og <br />QO <br />C/> 3 <br />T <br />0 ¢ <br />a Z <br />In w <br />aLL <br />� <br />w <br />o <br />Qa <br />ao <br />M <br />ola <br />° � <br />0 O <br />> h <br />J <br />LO <br />L0 <br />6 <br />rn <br />E <br />Q <br />(D <br />cc <br />O <br />Y <br />U) o <br />m <br />LO <br />r <br />(D <br />QI <br />(n <br />.0 <br />M <br />O <br />00 N <br />LO <br />o <br />CV <br />Q <br />T <br />m <br />GO f <br />o <br />co <br />r <br />z <br />E O <br />NCU <br />a <br />E <br />O <br />U <br />N <br />Q p <br />c <br />C <br />JOB <br />NO: <br />23-06127 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S5 <br />1 4 ,o Ah vo, 1111a., u,,, t r <br />