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v <br />v <br />V) <br />0 <br />CN <br />N <br />I <br />N <br />CD <br />J <br />N <br />I <br />N <br />O <br />'4 <br />i <br />H <br />;v <br />v <br />7 <br />a <br />d- <br />N <br />I <br />N <br />N <br />J <br />0 <br />N <br />0 <br />I <br />t` <br />P <br />0 <br />I <br />N <br />L <br />0 <br />v <br />Cr <br />co <br />C <br />a <br />CV <br />[V <br />0 <br />i <br />v <br />Q <br />FR <br />cm <br />W <br />E <br />O <br />z <br />L <br />v <br />c <br />N <br />LZ <br />U <br />v <br />in <br />U <br />N <br />i <br />.a <br />0- <br />N <br />U <br />N <br />Y <br />i <br />0 <br />U <br />J <br />T7 <br />N <br />CV <br />O <br />M <br />N <br />N <br />ai <br />CL <br />v <br />0 <br />0 <br />CV <br />O <br />M <br />N <br />v <br />0 <br />V) <br />a <br />0 <br />m <br />v <br />N <br />SIMPSON HGAM1i <br />W/ <br />(4) 1 /4"x1 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 DETAILS (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 10/S5 BACKNAIL w/ (2) 16d NAILS —` <br />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 <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) <br />IF >9" SEE 10/S5 <br />BACKNAIL w/ (2)16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING <br />SCHEDULE FOR SHEATHING DETAIL <br />45°± <br />/ <br />45° ± <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO BRACE <br />SCHEDULE FOR <br />APPROX. 8" FROM <br />SHEATHING DETAIL 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 />, <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 />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. 'X <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 />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 />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />MAX. 9" <br />UNSUPPORTED, BACKNAIL w/ (2)16d NAILS <br />IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR SHEATHING <br />/ <br />DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />2x4 CROSS BRACE APPROX. 8" <br />APPROX. 8" FROM <br />FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />EACH JOINT w/ (3)10d & (2)10d <br />EACH JOINT wl (3) <br />TOE NAILS @ EA. END <br />10d & (2) 10d TOE <br />NAILS @ EA. END <br />2x FRAME WALL (SEE WALL <br />SECTION FOR SIZE &SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />(2)16d NAILS <br />W/ (2) 16d TOENAILS <br />2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <br />2x4 "T" ON TOP OF PANEL BLOCKING, WEEP SCREED 2"x6" P.T. SILL NOTCH "L" BRACE HERE <br />THE FIRST (4) ROWS OF TRUSSES 2x4 "T" ON TOP OF PANEL <br />FASTEN WITH 10dx3" @ 4" 0/C SPACED 1/2" 8" "J" BOLT 48" 0 C <br />(2)16d <br />NAILS <br />@ 48" O.0I I INSTALLED PER MANUF. x @ I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGA10KT w/ (4)1/4"x1 1/2" SDS SCREWS TO —� <br />MOISTURE BARRIER SIMPSON META12 wl (7)10dx1 1/2" NAILS AT 6'-0" INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS 10d 3" 4" O/C TRUSS & (4)1/4"x3" SDS SCREWS TO PLATES AT 24" O.C./l <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 />10dx1 1/2" NAILS AT EA. <br />& (4)1/4"x2 1/4" TITEN @ 4'4' O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />TRUSS VERTICAL WEB (24" <br />1 <br />GABLE WEB SECTION <br />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 />S5 <br />EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. <br />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 />co <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />NOTES AND NAILING <br />INFORMATION <br />SCHEDULE FOR <br />SHEATHING DETAIL BACKNAIL wl <br />1 1 <br />1/ <br />(2) 16d NAILS <br />WOOD TRUSSES <br />`� <br />00 <br />bo <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />2x4 RAT RUN BRACING <br />RIDGE FASTENED AT II <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 />( () <br />(3) 2" x 4" LAMINATIONS W/ 1 ROW <br />O <br />" " <br />(3) 2 x 6 LAMINATIONS W/ (2) ROWS OF <br />2x4 PANEL BLOCKING <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />@ 48" O/C FOR THE (2)16d NAILS <br />2x4 BLOCKING @ 24" <br />(D = 0.148", L = 3") OR EQUAL <br />(D = 0.207", L = 41/2") OR EQUAL <br />(D = 0.207", L = 41/2") 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 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 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 AS SHOWN FOR 3-PLY) <br />EXT. WALL CONN. @3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />NON - LOAD BEARING LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4"=V-a' S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS / ° <br />11NIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) TOENAIL <br />(2)16d NA <br />(2) 16d PER <br />JOINT <br />?"Y& MIN GFF M/S-, <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />L <br />CONT. BEARING <br />12" <br />,SH SCHEDULE <br />ATTACHMENT <br />SYP BLK'G @ 16" O.C. <br />J x 0.131" <br />AILS EA. SIDE <br />2x4 #2 SYP w/ 10d <br />X0.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL 10 <br />SCALE: 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 />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <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 />7116" OSB SHEATHING <br />ATTACHED w/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4 7' ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />x @ SIMPSON SP2 w/ (12)10d <br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 <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 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />E ES AND 12" O.C. FIELD <br />JACK TRUSS <br />SEE PLAN FOR <br />CONNECTION <br />2x4 "T" ON TOP OF PANEL—' <br />I <br />LJ <br />BLOCKING, FASTEN WITH <br />2x4 BLOCKING W/ <br />10dx3" @ 4" O/C <br />(2)12d TOENAILS <br />SECTION <br />g <br />SCALE: N.T.S. <br />SCJ <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 />a <br />a <br />8d @ 6"O/C <br />WOOD TRUSSES <br />SIMPSON HGAM10KTA w/ (4) <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"x2 3/4" <br />TITEN TO CMU <br />2 x 4 BLOCKING w/ (2)10d <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />0 <br />z <br />UJI <br />BRACING w/ (3) 10d x 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 LOCATION (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. <br />ADDITIONAL INFORMATION. <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"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"x1 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS <br />TO PLATES (TYP.) <br />STUDS @ 16" O.C. <br />GABLE END BRACING DETAIL SCALE:3/4"=i'-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />TRUSS <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 2x4'7 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 />(2) 2"x8" "L" BRACE <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 MIN. <br />cc <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 REQUIREDZ <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 />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 />N 000 <br />.C)N <br />C= LL LL <br />C9 -0'O <br />C c ,J <br />Q 0 Ca I <br />0 w <br />N W .bi <br />0 <br />3 ( > '- <br />tti 00 <br />.LLJ <br />N <br />N <br />0 <br />N <br />M <br />N <br />o <br />off,``=41fEtOD//® <br />eA P. LEI�L �Cp <br />w/o �` .... <br />• w <br />�.� No 8754 <br />:• <br />Crz <br />- <br />4-' <br />:-53 STATE OF ,-' <br />j° R <br />ifdFS4�d5aa��``, <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 />N U, <br />o aE A ti o cm mr # <br />N <br />O N J <br />^� O C J u <br />C.0 ID <br />M rr� ° j W a <br />NO CL = <br />I, <br />Q o a Uj 3: <br />a -1 O <br />�I <br />rocs �O <br />pz_/ <br />42 <br />m co <br />Z <br />N M Z x Ln O <br />06U rA <br />Z <br />W ❑�❑ <br />v M � <br />� N M <br />o$ <br />co <br />z <br />Q <br />J <br />N <br />Ln V <br />' <br />Vz'^^ <br />O <br />-14-1 <br />� <br />LL <br />L.I.J <br />U <br />0 W o <br />(n �y N <br />�N � <br />U <br />W <br />x�$ I <br />0 o <br />tt N 0 <br />m <br />o <br />.w <br />M <br />z <br />z <br />U_�o <br />E <br />Uj <br />14� <br />E <br />H <br />= <br />�� <br />oa <br />00 <br />n7 <br />_ <br />o <br />U <br />as <br />p <br />o� <br />N <br />z <br />¢o <br />az <br />Ww <br />L <br />Z <br />oY <br />m O <br />0W <br />z <br />J <br />< ° <br />aw <br />Z z <br />(n�m <br />co <br />3:o< <br />go <br />a <br />U <br />w <br />ao <br />=w <br />�k <br />J W <br />w, <br />r <br />>° <br />o <br />z< <br />a <br />03 <br />C O <br />O <br />>� <br />T <br />v1 <br />CU <br />0 <br />N <br />CO <br />N <br />III-C-) <br />N <br />T <br />� <br />N <br />60 <br />Q <br />U) m <br />N <br />c� <br />�— <br />O <br />+� <br />N <br />d7 <br />N <br />Lo <br />c-6 <br />z <br />. <br />N � N <br />o <br />z <br />N " <br />d <br />Eiv <br />U J Q p <br />-� <br />JOB <br />NO: 22-02407-02402 <br />SCALE : AS NOTED <br />SHEET NO. <br />S5 <br />