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3 <br />Q <br />co <br />M <br />M <br />LO <br />v <br />N <br />0 <br />0 <br />J <br />M <br />0 <br />I <br />N <br />E5 <br />N <br />M <br />M <br />LO <br />_ <br />O <br />0 <br />J <br />00 <br />Ih <br />0 <br />I <br />M <br />i <br />N <br />0 <br />LO <br />i <br />LO <br />_ <br />to <br />41 <br />3 <br />H <br />a <br />1'M <br />0 <br />v <br />a <br />H <br />rn <br />0 <br />_ <br />`v <br />a <br />0 <br />0 <br />U <br />9 <br />t0-: <br />N <br />O <br />n <br />L0 <br />0 <br />0 <br />0 <br />M <br />0 <br />In <br />ui <br />0 <br />d <br />0 <br />Z <br />1-..1 <br />v <br />v <br />N <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. <br />'" 2 16d NAILS EA. END. <br />2x4 #2 SYP BLK'G @ 16O.C. w/ () <br />2x4 #2 SYP BLK'G @ 16" O.C. w/ (2)16d NAILS EA. END. <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 />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />MAX. 9" SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />FASTENERS. (MIN. FIRST 4 BAYS) <br />MAX. 9" <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />UNSUPPORTED, AND FASTENERS. (MIN. FIRST 4 BAYS) <br />AND FASTENERS. MIN. FIRST 4 BAYS <br />( ) <br />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 <br />BACKNAIL w/ (2)16d NAILS <br />IF >9" SEE 10/S5 <br />BACKNAIL w/ (2) 16d NAILS <br />MAX 911 <br />UNSUPPORTED, <br />BACKNAIL w/ (2)16d NAILS <br />MAX 9" <br />SCHEDULE FOR SHEATHING DETAIL (2)16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING <br />IF >9" SEE 10/S5 <br />SEE STRUCTURAL NOTES AND <br />UNSUPPORTED, <br />SCHEDULE FOR SHEATHING DETAIL <br />NAILING SCHEDULE FOR SHEATHING <br />IF >9" SEE 10/S5 <br />45°± <br />DETAIL <br />45' ± <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />2"x4" CROSS BRACE <br />SCHEDULE FOR <br />APPROX. 8" FROM <br />2x4 CRO BRACE <br />APPROX. 8" FROM <br />SHEATHING DETAIL 2x4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />RIDGE FASTENED AT <br />@ 8'-0" O/C. <br />EXTEND AT LEAST 90% OF <br />DOUBLE TOP PLATE <br />EACH JOINT w/ (3)10d <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />2x4 CROSS BRACE APPROX. 8" <br />& (2)10d TOE NAILS @ <br />EACH JOINT Wl (3) 10d <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />FROM RIDGE FASTENED AT <br />EA. END <br />"L" BRACE TO EXTEND <br />& (2)10d TOE NAILS @ <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />EACH JOINT w/ (3) 1Od & (2)1 Od <br />(NOT REQ'D WHEN <br />/ • <br />AT LEAST 90% OF WEB <br />EA. END @ 48" O.C. <br />2x8 P.T. <br />GABLE TRUSS <br />EACH JOINT w/ (3)10d & <br />SIMPSON H2.5A w/ (10) 8d <br />FROM LEDGER TO <br />TOE NAILS @ EA. END <br />GABLE IS 4'-1" OR <br />\\ <br />LENGTH (SEE TABLE) <br />SILL <br />11 <br />112 CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. •• <br />BLOCKING <br />2x FRAME WALL SEE WALL <br />( <br />SHORTER ) <br />GABLE TRUSS <br />• <br />7l16" OSB SHEATHING <br />END <br />GYPSUM WALL BOARD <br />; <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />ATTACHED W/ 10d <br />GABLE TRUSS <br />11 I <br />1/2 CDX PLYWOOD OR 7/ <br />@ 48" O/C FOR THE / (2)16d <br />7/16" OSB SHEATHING <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 />OSB SHEATHING ATTACHED <br />E <br />FIRST (4) ROWS OF <br />� NAILS <br />ATTACHED w/ 10d NAILS <br />AND 12" O.C. FIELD <br />4 ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />() <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />OSB SHEATHING ATTACHED <br />W/ 1 Od NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />END TYP. TOP & \\ <br />@ 6" O.C. EDGES AND 12" <br />1 OdX3" @ 3" 0/C <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ 10d NAILS @ 6" O.C. <br />AND 12" O.C. FIELD <br />BOTTOM ATTACHED <br />O.C. FIELD <br />THROUGH CHORD <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />EDGES AND 12 O.C. FIELD <br />(2)16d NAILS <br />W/ (2) 16d TOENAILS \ <br />2x4 "T" ON TOP OF PANEL <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />INTO 2"x6" P.T. PLATE <br />2"x6" P.T. SILL <br />2x4 PANEL BLOCKING @ 48" O.C. FOR <br />NOTCH "L" BRACE HERE <br />2x BLOCKING <br />BLOCKING, FASTEN WITH <br />FASTEN WITH 10dx3" @ 4" 0/C SPACED <br />WEEP SCREED <br />1/2" x 8" "J" BOLT @ 48" O.C. <br />THE FIRST (4) ROWS OF TRUSSES <br />2x4 "T" ON TOP OF PANEL <br />1 Odx3" @ 4" O/C <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />WEEP SCREED FROM EA. END TYP. TOP &BOTTOM <br />BLOCKING, FASTEN WITH <br />SIMPSON HGA10KT w/ (4)1/4"xl 1/2" SDS SCREWS TO <br />MOISTURE BARRIER <br />SIMPSON META12 w/ (7)10dxl 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS <br />1 Odx3" @ 4" O/C <br />TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATES AT 24" O.C. <br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />0 C MAX w/MIN 4" EMBEDMENT IN KO BLOCK - <br />SIMPSON SP2 w/ (12)1Od <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48.1 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" O.C. <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL/ 6 <br />SCALE: N.T.S. S, <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C GABLE TRUSS <br />TRUSS VERTICAL <br />MOISTURE BARRIER 2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE NAILS AT EACH STUD (2) 2"x8" "L" BRACE J <br />PLATE SPLICES w/ 3/16"x2" PLATE WASHER SIMPSON META12 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS SLOPE OF ADJACENT TRUSS) STUD WALL SEE TYP. SEC.) FASTENED WITH (3) <br />NOTE: IF EMBEDDED 1Odxl 1/2" NAILS AT EA. & (4)1/4"x21/4"TITEN @ 4'-0" 0/C ALIGNED WITH <br />GABLE WEB SECTION 16d PER SIDE <br />STRAP MISSED VERTICAL TRUSS VERTICAL WEB (24" 2 SECTION 3 SECTION 4 <br />SECTION 1 SCISSOR GABLE "T" BRACE <br />WEB, USE MSTAM36 w/ (7) O.C. MAX) w/ MIN. 4" <br />1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. S5 EMBEDMENT IN KO BLOCK SCALE: N.T.S. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 <br />TITEN ON OUTSIDE REV. 06.08.22 <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. gll <br />REFER TO DETAIL J <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />UNSUPPORTED, <br />ON SHEET S5 FOR <br />IF >9" SEE 1 O/S5 <br />X-BRACING, AND TOP <br />M <br />coSEE <br />STRUCTURAL <br />CHORD BLOCKING <br />N <br />NOTES AND NAILING <br />INFORMATION <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />(2) 16d NAILS <br />WOOD TRUSSES <br />60 <br />&0 <br />2"x4" CROSS BRACE <br />APPROX. <br />2x4 RAT RUN BRACING <br />1 <br />1 2" <br />1 <br />1 2" <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />AT 24" O.C. ON TOP OF <br />EACH JOINT w/ (3) <br />AT LEAST 90% OF WEB <br />-- <br />BOTT. CHORD FOR 4 <br />-- TRUSS SPANS <br />�1�11� <br />10d & (2) 10d TOE <br />NAILS @ EA. END <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />• <br />• <br />ATTACHED W/ 2 -16d <br />AT EA. TRUSS JOINT <br />n u <br />(2) 2 x 4 LAMINATIONS W/ (1) ROW <br />n a <br />LAMINATIONS W/ 1 ROW 2 x LAMINATIONS W/ 2 ROWS OF <br />(3) 2" x 4" LAMI A ONS () 0 (3) 6 0 S () <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />SIMPSON HGAMIOKTA <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />FI 48" FOR THE <br />(2) 16d NAILS <br />W/ 10d NAILS @ 6" O.C. <br />W/ <br />2X4 BLOCKING @ 24" <br />(D = 0.148', L = 3) OR EQUAL <br />_ <br />(D = 0.207 , L - 41/2) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />FIRST (4) ROWS OF <br />( 4) <br />E ES AND 12" O.C. FIELD <br />O/C w/ (2)16d <br />TRUSSES FROM EA. <br />(4)1/4"x1 1/2" SDS <br />TOENAILS @ EA. END <br />NOTES: <br />END TYP. TOP & <br />JACK TRUSS <br />SCREWS <br />1) ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL <br />BOTTOM ATTACHED <br />-- <br />_ -<sr SEE PLAN FOR <br />TO BLOCKING & (4) <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <br />w/ (2)16d TOENAILS <br />z_CONNECTION <br />1 /4"x2 3/4"��r <br />TITEN TO CMU <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 />`-� <br />l'1f TLJr 1 A[+T I AAAI\IATIlIAI <br />/QDArG AC QWMA/AI POO 1-10I V1 <br />- <br />-- <br />BLOCKING, FASTEN WITH L 2X4 BLOCKING W/ <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 10dx3" @ 4" 0/C (2)12d TOENAILS r <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON — LOAD BEARING LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION - <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=1'-a' S TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS 9� <br />ADDITIONAL INFORMATION. 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 />i- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />12 <br />6.9 MAX. <br />SCALE: N.T.S. <br />12" <br />RSH SCHEDULE <br />ATTACHMENT <br />#2 SYP BLK'G @ 16" O.C. <br />Od x 0.131" <br />NAILS EA. SIDE <br />IT. 2x4 #2 SYP w/ 1 Od <br />XO.131" @ 8" O.C. <br />ALTERNATE NON —DROP <br />GABLE END DETAIL ri 0 <br />SCALE: N.T.S. SrJ <br />1 GABLE TRUSS <br />S5 <br />"L" BRACE W/ 1 Od @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />T�� <br />AND LOCATION) <br />S5 <br />S5 <br />d m <br />------------------------ <br />CONT. BEARING <br />GABLE END BRACING DETAIL <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 />SCALE: N.T.S. SrJ <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />MINIMUM (2)16d PER JOINT \- MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL M <br />SCALE: N.T.S. Srj <br />-I�VIV I . DG/irSIIV l7 <br />GABLE END BRACING DETAIL <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C <br />WOOD TRUSSES <br />SIMPSON HGAMI OKTA 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)1 Od <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />• <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-O" <br />S-O" - 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" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS^^ ^ <br />SCALE: 314"=1'-0" <br />SCALE: N.T.S. MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SIMPSUN SP2 w/ (12) <br />10d NAILS AT EACH <br />STUD <br />HIP FRAMING REFERENCE PLAN <br />0 <br />Z <br />w <br />\-BRACING w/ (3)1 Od x 3" AT <br />EACH CONN. @ 24" O/C <br />—MOISTURE BARRIER <br />-BOND BEAM <br />_ MASONRY WALL <br />ARCHITECTURAL FINISH NOTE: ZTOP CHORD 2X4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING @ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING BAYS <br />THAT MY BE REQUIRED ZBOTTOM CHORD GABLE END BRACING <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT @ 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 />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -1 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />L Lq <br />a <br />IN <br />mom <br />AS PER BCSI <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 />SCISSOR TRUSS <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 />en <br />N <br />N <br />c» <br />0 <br />O W <br />­1 <br />y o <br />c M v (1 <br />— omx <br />a <br />N�o>" <br />2 o ,� <br />.a N � <br />cm <br />t0 =� <br />to r, <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 <br />7th Edition. 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