Laserfiche WebLink
SIMPSON HGAM11 <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 />2x4 #2 SYP BLK'G @ 16" O.C. NAILS EA. END. <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 />F <br />MAX 9„ SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />SEE SCHEDULE - [RSH] - ON FRAMING SHEET FOR SHEATHING <br />(MIN. 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 />SEE STRUCTURAL NOTES AND NAILING TOENAIL w/ <br />UNSUPPORTED, <br />IF >9" SEE 1 O/S5 <br />IF >9" SEE 1 O/S5 <br />BACKNAIL w/ (2) 16d NAILS <br />MAX. 9" <br />UNSUPPORTED, <br />BACKNAIL W/ �2)16d NAILS <br />MAX. 9" <br />SCHEDULE FOR SHEATHING DETAIL (2)16d NAILS <br />BACKNAIL w/ (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 1 O/S5 <br />45'± <br />DETAIL <br />45" ± <br />SEE STRUCTURAL <br />NOTES AND NAILING <br />2"x4" CROSS BRACE <br />2x4 CRO BRACE <br />APPROX. 8" FROM <br />SCHEDULE FOR <br />SHEATHING DETAIL 2x4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />APPROX. 8" FROM <br />RIDGE FASTENED At <br />RIDGE FASTENED AT <br />@ 8'-0" O/C. <br />EXTEND AT LEAST 90% OF <br />DOUBLE TOP PLATE <br />EACH JOINT w/ (3)1 od / <br />EACH JOINT W/ (3) 10d <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 />& (2)1Od TOE NAILS @ <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 />„ <br />EA. END @ 48 O.C. <br />LENGTH (SEE TABLE) <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10j 8d <br />EACH JOINT w/ (3)10d & (2)10d <br />(NOT REQ'D WHEN <br />/ <br />AT LEAST 90% OF WEB <br />2x8 P.T. <br />GABLE TRUSS <br />EACH JOINT w/ 3 1Od & <br />() <br />FROM LEDGER TO <br />TOE NAILS @ EA. END <br />GABLE IS 4'-1" OR <br />LENGTH (SEE TABLE) <br />SILL <br />1/2 CDX PLYWOOD OR <br />(2)1 Od TOE NAILS @ EA. �. <br />BLOCKING <br />2x FRAME WALL (SEE WALL <br />SHORTER) �� <br />"` <br />GABLE TRUSS <br />' <br />7/16" OSB SHEATHING <br />END <br />GYPSUM WALL BOARD <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />ATTACHED W/ 10d <br />GABLE TRUSS <br />1/2 CDX PLYWOOD OR 7/16 <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 />FIRST (4) ROWS OF <br />NAILS <br />ATTACHED w/ 1Od NAILS <br />AND 12" O.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />CORD ATTACHED W/ (2)16d TOENAILS <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />END TYP. TOP & �� <br />@ 6" O.C. EDGES AND 12" <br />1 OdX3" @ 3" O/C <br />2'x4' LEDGER (MATCH BOTTOM CHORD <br />w/ 10d NAILS @ 6" O.C. <br />AND 12" O.C. FIELD <br />BOTTOM <br />O.C. FIELD <br />THROUGH CHORD <br />EDGES AND 12" O.C. FIELD <br />(2)16d NAILS <br />}016d <br />"T" <br />"T" <br />INTO 2"x6" P.T. PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />2x4 PANEL BLOCKING @ 48" O.C. FOR <br />2x BLOCKING <br />W/ TOENAILS <br />2x4 ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />2x4 ON TOP OF PANEL BLOCKING, <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />WEEP SCREED <br />2"x6" P.T. SILL <br />1/2" x 8" "J" BOLT 48" O.C. <br />@ <br />NOTCH "L" BRACE HERE <br />THE FIRST (4) ROWS OF TRUSSES <br />2x4 "T" ON TOP OF PANEL <br />1Odx3" @ 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 HGAI OKT w/ (4)1/4"x1 1/2" SDS SCREWS TO <br />MOISTURE BARRIER <br />SIMPSON META12 w/ (7) 1Odx1 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS <br />10dx3" @ 4" 0/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 />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 />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 WEB S ECTI 0 N <br />2 <br />WEB, USE MSTAM36 w/ (7) <br />O.C. MAX) w/ MIN. 4" <br />1Od 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 />Sj <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 />r <br />X-BRACING, AND TOP <br />SEE STRUCTURAL <br />CHORD BLOCKING <br />N= F <br />- <br />NOTES AND NAILING <br />4 <br />INFORMATION <br />CO <br />SCHEDULE FOR 14 <br />SHEATHING DETAIL BACKNAIL w/ <br />1 1 2 <br />1/ <br />(2} 16d NAILS <br />WOOD TRUSSES <br />`� <br />00 <br />co <br />2"x4" CROSS BRACE <br />APPROX, 8" FROM <br />2x4 RAT RUN BRACING <br />% <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />EACH JOINT w/ (3) <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />& (2) 10d TOE <br />ATTACHED W/ 2 -16d40� <br />NAI10dLS <br />NAILS @ EA. END <br />AT EA. TRUSS JOINT <br />I AT <br />(2) 2 x 4 LAM N IONS W/ (1) ROW <br />3 2 x 4 LAMINATIONS W/ 1 ROW <br />() () <br />/ R W OF <br />(3) 2' x 6 LAMINATIONS W (2) 0 S <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 />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" <br />DIA. x 51/2" 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 SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />ADDITIONAL INFORMATION. <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) TOENAIL <br />(2)16d NA <br />(2)16d PER <br />JOINT <br />2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />GABLE END BRACING DETAIL <br />12" <br />SH SCHEDULE <br />TTACHMENT <br />? SYP BLK'G @ 16" O.C. <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 />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />DBL. TOP PLATE SIMPSON SP2 w/ (12)1Od <br />2x4 LEDGER (MATCH BOTTOM CHORD 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 />REV. 06.08.22 <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 1 O/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/ 1Od 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 />I <br />BLOCKING, FASTEN WITH <br />2x4 BLOCKING W/ <br />[E, <br />1 Odx3" @ 4" O/C <br />(2) 12d TOENAILS <br />SECTION <br />('9 <br />SCALE: N.T.S. <br />S5 <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />�-MINIM UM (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 />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 />0 <br />z <br />W <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 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 />1" 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 />T-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 />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />`-STUDS @ 16" O.C. <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 />TRUSS <br />SIMPSON SP2 w/ (12) <br />10d NAILS AT EACH <br />STUD <br />END JACK <br />1 V-0" MAX. <br />y� <br />0 <br />a <br />CORNERJACK <br />Y <br />W <br />z <br />IY <br />O <br />U <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 />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 1Od NAILS @ 4" 0.0 <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" 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 BOTTO CHORD BRACING 2X4 MIN. <br />1112 <br />1111 <br />No <br />No <br />NOTE: ZTOP 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)'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 <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 />cc <br />C*4 <br />C3 <br />= <br />I'llo, <br />9 <br />Mo <br />Vi N_ <br />Q C V Cg <br />E <br />�k <br />m o._.a <br />and <br />¢-= <br />E <br />®. <br />• <br />�1=' <br />Yt.LCES�S�Si�.ts�E� \Y <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 />W <br />gy Q <br />Mop <br />o E <br />O N U o <br />C <br />� <br />1", <br />k' <br />N O <br />'4 <br />d <br />Z <br />_51 w °W <br />m e a y <br />L ,��. p O <br />N �c <br />1r�n' W <br />.r Z <br />iq °�' rn m W <br />00 <br />0Z <br />N <br />00 <br />a <br />z <br />O U ¢ <br />0Cn <br />wCO <br />❑o <br />z N M <br />o <br />Z N <br />z o � <br />J <br />�- <br />E3 <br />N <br />N <br />M <br />'2!:'^^ VC2 <br />O <br />V <br />u_ <br />(� <br />„, <br />cl <br />O <br />V) <br />U <br />E <br />'Ii,pii <br />U I <br />0 <br />O <br />N <br />I� <br />OCIO <br />w <br />Cl)�3 <br />z <br />cif E <br />Ca -o <br />=o <br />-0 <br />>� <br />QN <br />�® <br />oa <br />FC-� <br />— <br />00 <br />0Q <br />O E <br />a� <br />0 <br />Q <br />az <br />ttw <br />L <br />C/3 C <br />❑ <br />oY <br />U <br />y0 <br />m o <br />0, <br />Z <br />z <br />J <br />0) <br />< tl <br />QW <br />zz <br />@ � <br />4 <br />og <br />o� <br />go <br />a <br />Ww <br />V <br />¢mac <br />so <br />U � <br />Ir <br />�- <br />Ce <br />Ce <br />c0 <br />z <br />>° <br />a <br />�r <br />�t <br />z < <br />O <br />c Q <br />T3 <br />2 <br />w <br />>M <br />Om <br />m <br />W <br />CO <br />(a r <br />C Y <br />T <br />mN^ <br />Y <br />O <br />I� <br />O <br />'� <br />N <br />Ln <br />ui <br />c <br />� (0 <br />N <br />o <br />z <br />E O <br />N <br />rz <br />tl <br />.. <br />U 0 <br />L; <br />p <br />q p <br />c <br />� <br />JOB <br />NO: <br />22-08305 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S5 <br />