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-1 1 1 II_A11 <br />m <br />r <br />L0 <br />L0 <br />lu <br />- <br />0 <br />N <br />0 <br />J <br />n <br />m <br />r <br />Ln <br />v <br />rn <br />0 <br />J <br />L0 <br />'d <br />O <br />I <br />A <br />LO <br />LO <br />O <br />V) <br />0 <br />3- <br />o, <br />a <br />0 <br />a <br />E <br />CiV <br />E <br />0 <br />2 <br />`v <br />v <br />i <br />O <br />V <br />U <br />y <br />a <br />i <br />V <br />i <br />a <br />I <br />Y <br />0 0 <br />;a <br />v <br />t�.. <br />N <br />N <br />co <br />U <br />0 <br />a <br />0 <br />0 <br />S <br />V; <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. 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 />1 45'± / <br />45' ± SEE STRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO BRACE SCHEDULE FOR <br />„ SHEATHING DETAIL 2x4 KICKER 2x8 SYP#2 "L" BRACE TO <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 MAX I" <br />IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND UNSUPPORTED, <br />NAILING SCHEDULE FOR SHEATHING IF >9" SEE 1O/S5 <br />DETAIL <br />APPROX. 8 FROM <br />@ 8'-0" O/C. <br />EXTEND AT LEAST 90% OF , <br />`- DOUBLE TOP PLATE <br />2"x4" CROSS BRACE <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2x4 GROSS BRACE <br />WEB LENGTH &NOTCH AT <br />2x4 CROSS BRACE APPROX. 8" <br />APPROX. 8" FROM <br />EACH JOINT W/ (3) 10d <br />& (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />EA. END @ 48" O.C. •• <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />EACH JOINT w/ (3)10d & (2) 10d <br />TOE NAILS EA. END <br />�p <br />EACH JOINT w/ (3) <br />10d & (2)10d TOE <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />2x8 P.T. <br />SILL <br />GABLE TRUSS <br />EACH JOINT w/ (3)1 Od & <br />(2)10d TOE NAILS @ EA. <br />FROM LEDGER TO <br />2x FRAME WALL SEE WALL <br />( <br />NAILS @ EA. END <br />GABLE TRUSS <br />1/2 CDX PLYWOOD OR <br />END <br />BLOCKING <br />' <br />7/16" OSB SHEATHING <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />ATTACHED W/ 10d <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />K <br />�� �� <br />1/2 CDX PLYWOOD OR 7/16 <br />@ 48" 0/C FOR THE <br />(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 />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 />OSB SHEATHING ATTACHED <br />W/ 1 Od NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />10dX3" @ 3" O/C <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ 10d NAILS @ 6 O.C. <br />AND 12 O.C. FIELD <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />O.C. FIELD <br />THROUGH CHORD <br />SLOPE OF ADJACENT SCISSOR TRUSS ) <br />EDGES AND 12" O.C. FIELD <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 />,(2)16dNAILS <br />2x BLOCKING <br />I BLOCKING FASTEN WITH <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />FASTEN <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 />10dx3" @ 4" 0/C <br />@ O.C. <br />INSTALLED PER MANUF. <br />WEEP SCREED FROM EA. END TYP. TOP & BOTTOM <br />BLOCKING, FASTEN WITH <br />SIMPSON HGA10KT w/ (4) <br />1/4"x1 1/2" SDS SCREWS TO <br />MOISTURE BARRIER <br />SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS <br />10dx3" 4" O/C <br />@ <br />TRUSS & (4) 1/4"x3" SDS <br />SCREWS TO PLATES AT 24" O.C. <br />1/2"x 8" "J" BOLT @ 32" O.G. MINIMUM 6" FROM <br />O C MAX /MIN 4" EMBEDMENT IN KO BLOCK <br />SIMPSON SP2 w/ (12)10d <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />1 Od NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />5 <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 DETAILK 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C GABLE TRUSS <br />TRUSS VERTICAL <br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON META12 w/ (7) <br />w MOISTURE BARRIER <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 10d NAILS <br />2x4 LEDGER (MATCH BOTTOM CHORD <br />DBL. TOP PLATE NAILS AT EACH STUD <br />(2) 2"x8" "L" BRACE -� <br />FASTENED WITH <br />NOTE: IF EMBEDDED <br />1Odx1 1/2" NAILS AT EA. <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />SLOPE OF ADJACENT TRUSS) <br />STUD WALL SEE TYP. SEC. <br />( ) <br />(3) <br />16d PER SIDE <br />STRAP MISSED VERTICAL <br />SECTION <br />TRUSS VERTICAL WEB (24" <br />1 <br />GABLE WEB <br />SECTION 2 <br />SECTION 3 <br />SECTION 4 <br />SCISSOR GABLE 'IT" BRACE <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4" <br />1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. <br />S5 EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. ��5� <br />SCALE: N.T.S. S5 <br />SCALE: N.T.S. S5 <br />AS PER HIB 91 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 />MAX. 9" <br />REFER TO DETAIL J <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />UNSUPPORTED, <br />ON SHEET S5 FOR <br />IF >9" SEE 10lS5 <br />X-BRACING, AND TOP <br />N <br />r <br />M <br />M <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N <br />;0 <br />NOTES AND NAILING <br />INFORMATION <br />`° <br />1" <br />SCHEDULE FOR <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />1 <br />1 ' <br />1/ <br />(2) 16d NAILS <br />WOOD TRUSSES <br />`° <br />_ <br />00 <br />_ <br />00 <br />2"x4" CROSS BRACE <br />APPROX, 8" FROM <br />2x4 RAT RUN BRACING <br />„ <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />AT 24" O.C. TOP <br />AT 24 <br />EACH JOINT w/ (3) <br />AT LEAST 90% OF WEB <br />-- <br />-- <br />CHORD FOR 4 <br />TRUSS SPANS <br />10d & (2)10d TOE <br />NAILS @ EA. END <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />ATTACHED W/ 2 -16d <br />1/2" CDX PLYWOOD OR 7/16" <br />• <br />AT EA. TRUSS JOINT <br />�� <br />(2) 2 x 4" LAMINATIONS W/ (1) ROW <br />�� �� �� ,� <br />(3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF <br />2x4 PANEL BLOCKING <br />OSB SHEATHING ATTACHED <br />SIMPSON HGAMI OKTA <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />HE <br />FIRSTO <br />(2)16d NAILS <br />10d NAILS @ 6" O.C. <br />W/ <br />2x4 BLOCKING @ 24"W! <br />(D = 0.148", L = 3') OR EQUAL <br />(D = 0.207 , L = 4 1/2') OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />(I ROWS OF <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" SIDS <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 5 1/2" LAG SCREWS OR EQUAL <br />BOTTOM ATTACHED <br />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 />CONNECTION <br />1/4"x2 3/4" <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 />OF THE LAST LAMINATION <br />(SPACE AS SHOWN FOR 3-PLY) <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING FASTEN WITH <br />2x4 BLOCKING W/ <br />. <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 1Odx3" @ 4" O/C (2)12d TOENAILS <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 SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION rg <br />ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. �S5 <br />11NIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) TOENAIL) <br />(2)16d NA <br />(2)16d PER <br />JOINT <br />L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. <br />�SEE <br />EMM/S5 <br />CROSS BRACING DETAIL J 1 <br />SCALE: N.T.S. <br />SH SCHEDULE <br />,TTACHMENT <br />SYP BLK'G @ 16" O.0 <br />I x 0.131" <br />AILS EA. SIDE <br />. 2x4 #2 SYP w/ 1 Od <br />XO.131" @ 8" O.C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL 10 <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 />S5 <br />j d d <br />a ,a <br />it--- <br />----�.,--� -ail-- - <br />CONT. BEARING <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 6" OVERLAP <br />'MINIMUM (2)16d PER JOINT \- MINIMUM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL rm� <br />SCALE: N.T.S. S5 <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 HGAMIOKTA 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 />• <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 />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" O/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"xY SDS SCREWS <br />TO PLATES (TYP.) <br />I— GABLE TRUSS <br />_%,' V IV 1 . 6CHr111YU <br />GABLE END BRACING DETAIL SCALE:314"=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 />�Go <br />9C� <br />0 <br />cr <br />CORNERJACK <br />C7 <br />Y <br />� <br />Q <br />w <br />z <br />X <br />0 <br />U <br />HIP FRAMING REFERENCE PLAN <br />z <br />w <br />\-BRACING w/ (3)1Od 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 BOTTOM CHORD GABLE END BRACING <br />2)'7" 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 rL_'N� <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S51 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />MMI, <br />M <br />1 <br />��1 <br />1 <br />mmm <br />AS PER BCSI <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACINGDETAIL <br />SCALE: N.T.S. <br />IS <br />2X4 BRACING @ 48" O.C. CONTINUOUS TO <br />FIXED LOCATION ATTACHED W/ (2)1Od 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 />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 />d <br />C%A 7 W <br />�..� e� <br />eh <br />CYO T,U�a. <br />CA,Mo� <br />iR -p N 470 <br />wQ <br />Q N N � <br />3 , w as <br />f4 U 61t <br />o <br />�FtO W N s <br />a� P� : S E • '•• <br />�CZ <br />•; <br />�b <br />y <br />0FESSSCI` <br />To the best of the Engineers 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. 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