Laserfiche WebLink
01 <br />LO <br />!�2 <br />LID <br />0 <br />-0 <br />C:) <br />LO <br />Cr> <br />C,4 <br />M <br />LO <br />LL) <br />CC> <br />&4 <br />LO <br />C> <br />C=> <br />I <br />PO <br />L0 <br />C� <br />LO <br />C=) <br />Lo <br />Cn <br />C14 <br />E <br />a <br />E <br />9 <br />C14 <br />CD <br />C5 <br />Lo <br />J� <br />cm <br />_;�i <br />< <br />SIMPSON HGAM1( <br />W/ <br />(4) 1/4"xl 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. 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. 2x4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />MAX. 9" SEE SCHEDULE - [RSHI - 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 BAC KNAI L W/ (2) 16d NAILS <br />UNSUPPORTED, <br />SEE STRUCTURAL NOTES AND NAILING IFF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND <br />SCHEDULE FOR SHEATHING DETAIL <br />45'± <br />Z <br />45' <br />SEESTRUCTURAL <br />NOTES AND NAILING <br />2x4 CROI <br />3 BRACE <br />SCHEDULEFOR <br />APPROX. 8" FROM <br />SHEATHING DETAILY <br />2x4 KICKER <br />2x8 SYP#2 1" BRACE TO <br />RIDGE FASTENED AT <br />@ 8'-0" O/C. <br />EXTEND AT LEAST 90% OF <br />EACHJOINTW/(3) 10d <br />1" BRACE TO EXTEND <br />2X4 CROSS BRACE <br />11-� <br />WEB LENGTH & NOTCH AT <br />& (2)1 Od 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 H2.5AW/(10)8d <br />2x8 P.T. <br />AB E TRUSS <br />EACH JOINT W/ (3) 1 Od & <br />FROM LEDGER TO <br />SILL <br />1/2" CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. <br />9\. /* <br />BLOCKING <br />7/16"OSB SHEATHING <br />r'ATTAC <br />END <br />GYPSUM WALL BOARD <br />HE D W/ 1 Od <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 W1 (2) 16d TOENAILS <br />'�-\ <br />w/ 1 Od NAILS @ 6" O.C. <br />THROUGH CHORD <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />JL <br />EDGES AND 12" O.C. FIELD <br />FV <br />INTO 2" 6" P T PLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />NAILIN <br />DU <br />E <br />� <br />DETAIL <br />x <br />2"x4" CROSS BRACE-\ <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />DOUBLE TOP PLATE EACH JOINT W/ (3) 1 Od <br />2X4 CROSS BRACE APPROX. 8" & (2) 1 Od TOE NAILS @ <br />z <br />MAX, 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 <br />FROM RIDGE FASTENED AT <br />EA. END <br />#I <br />X <br />1" BRACE TO EXTEND <br />EACH JOINT W/ (3) 1 Od & (2) 1 Od <br />(NOT REQ'D WHEN <br />AT LEAST 90% OF WEB <br />TOE NAILS @ EA. END <br />GABLE IS 4'-l" OR <br />EE TABLE) <br />2x FRAME WALL (SEE WALL <br />SHORTER) <br />IQQ <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />CDX PLYWOOD OR <br />,,-1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />(2) 16d <br />/-1/2" <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 />O.C. FIELD <br />-t\--" <br />BOTTOM ATTACHED <br />­7� - <br />\ <br />(2) 16d NAILS <br />W/ (2) 16d TOENAILS <br />--2x4 "T" ON TOP OF PANEL <br />r ,;m <br />. <br />. <br />_ <br />BLOCKING, FASTEN WITH <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 X <br />FASTEN WITH 10dx3" @ 4" O/C SPACED --P SCREED THE FIRST (4) ROWS OF TRUSSES -W�2x4 "T" ON TOP OF PANEL 1 Odx3" @ 4" O/C <br />INSTALLED PER MANUF. 1/2" x 8" "J" BOLT @ 48" O.C. WEEPSCREED FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA1 OKT W/ (4) 1/4"xl 1/2" SDS SCREWS TO <br />@ 48" O.C. BLOCKING, FASTEN WITH <br />SIMPSON META1 2 W/ (7) 1 Odxl 1/2" 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 1 Odx3" @ 4" O/C -C <br />1/2"x 8" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />O.C. MAX W/ MIN. 4" EMBEDMENT IN md DILUCK <br />MOISTURE BARRIER <br />PLATE SPLICES W/ 3/16"x2" <br />0 PLATE WASHER <br />SIMPSON META12 W/ (7) <br />ALTERNATE SIMPSON MSTAM24 W1 (7) 10d NAILS <br />NOTE: IF EMBEDDED <br />1 0dx1 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 />GABLE WEB SECTION 2 <br />WEB, USE MSTAM36 W/ (7) <br />O.C. MAX) w/ MIN. 4" <br />- <br />1 Od NAILS & (4) 1/4"X2 1/4" <br />SCALE: N.T.S. <br />EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. <br />TITEN ON OUTSIDE <br />TL <br />2X4 #2 SYP BLK'G @ 16" O.C. w/ (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSH1 - ON FRAMING SHEET FOR SHEATHING <br />-REFER TO DETAIL J <br />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP <br />SEE STRUCTURAL — <br />CHORD BLOCKING <br />NOTES AND NAILING <br />x <br />x <br />INFORMATION <br />00 <br />00 <br />SCHEDULEFOR <br />SHEATHING DETAIL <br />BACKNAIL w/ <br />2 <br />�t <br />(2) 16d NAILS <br />-WOODTRUSSES <br />to <br />00 <br />00 <br />2"x4" CROSS BRACE ---- <br />APPROX. 8" FROM <br />-2x4 RAT RUN BRACING <br />—1 <br />]12" <br />RIDGE FASTENED AT <br />AT 24" O.C. ON TOP OF <br />EACH JOINT W/ (3) <br />BOTT. CHORD FOR 4 <br />40� <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 />(3) 2" x 4" LAMINATIONS W/ (1) ROW (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' OR THE <br />O/C F <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 />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 <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 />SPACE AS SHOWN FOR 3 PLY <br />2x4 BLOCKING-,, --2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />1" BRACE <br />ATTACHED W/ <br />1 Od NAILS @ 4" <br />O.C. TYPICAL <br />:W <br />4�' <br />E <br />GABLE TRUSS W B <br />DOUBLE 'ILI' BRACING DETAI <br />SCALE: N.T.S. <br />2x4 "T" BLOCKING <br />2X4 BLOCKING @ <br />48" O.C. <br />,--I Id NAIL <br />1" BRACE ATTACHED.N <br />@ 4" 0. <br />W/ 10d NAILS <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE 1" BRACING DETAILK-6 <br />SCALE: N.T,S. <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C <br />1779:7-1 -,,-GABLE TRUSS <br />TRUSS VERTICAL <br />� <br />SIMPSON SP2 w/ (12) 1 Od <br />DBL. TOP PLATE (2) 2"x8" 1" BRACE J <br />L-2x4 LEDGER (MATCH BOTTOM CHORD NAILS AT EACH STUD <br />FASTENED WITH (3 <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) <br />16d PER SIDE <br />SECTION 3 SECTION <br />4� SCISSOR GABLE "T" BRACE r7 <br />SCALE: N.T.S. SCALE: N.T.S. <br />REV. 06.08.22 AS PER HIB 91 SCALE: N.T.S. <br />MAX. 9" 8d @ 6"O/C <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 r-WOOD TRUSSES <br />1" 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. SIMPSON HGAM10KTAw/(4) <br />EDGES AND 12" O.C. FIELD 1/4"xl 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"X2 3/4" <br />JACK TRUSS <br />TITEN TO CMU <br />SEE PLAN FOR <br />CONNECTION <br />OF THE LAST LAMINATION ( <br />- <br />) 2x4"T"ONTOPOFP4NEI <br />L 2X4 BLOCKING W/ <br />BLOCKING, FASTEN WITH <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />EXT. WALL CONN. 1 Odx3" @ 4" O/C (2) 12d TOENAILS <br />NON - LOAD BEARAG LOCATION COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />IE <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT SECTION 9 <br />11A <br />-UP COLUMNS 8 --T <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS) <br />TOENAIL <br />(2) 16d NA <br />(2) 16d PER <br />JOINT <br />CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />12" <br />SEE RSH SCHEDULE <br />FOR ATTACHMENT <br />2X4 #2 SYP BLK'G @ 16" O.C. <br />(2) 10d x 0.131" <br />TOENAILS EA. SIDE <br />CONT. 2X4 #2 SYP W/ 1 Od <br />XO. 131 @ 8" 0. C. <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />1 �0 <br />SCALE: N.T.S. <br />'\' �5 <br />GABLE TRUSS <br />S5 <br />1" BRACE W/ 1 Od @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />12 <br />AND LOCATION) <br />6.9 MAX. <br />S5 <br />S5 <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />SCALE: N.T.S. <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 />2 x 4 BLOCKING w/ (2) 1 Od <br />24" O/C (TYP) <br />TOE NAILS AT EACH END @ <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 <br />EXT. WALL CONN. @ NON LOAD <br />BEARING LOCATION (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />1" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />1" BRACE <br />(1) 2"x4" (U,N.O.) <br />1" BRACE <br />2"x6" (U.N. 0.) <br />1" 13RACE <br />24" <br />0'0" - T-O" <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) 1" BRACE MUST EXTEND AT LEAST 90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />BRACE TO EXTEND FULL HEIGHT OF GABLE. <br />2) 1" 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"xl 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />'--CONT. BEARING <br />GABLE END BRACING DETAIL SCALE: 3/4"=1'-O" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SIMPSON SP2 w/ (12) <br />1 Od NAILS AT EACH <br />STUD <br />ENDJAC K <br />1 V-0" MAX. <br />W <br />CORNERJACK <br />CD <br />0 <br />< <br />rr <br />W <br />z <br />cr <br />0 <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN, <br />d <br />LU <br />LU <br />C, <br />C? <br />- <br />- <br />- <br />- <br />C) <br />0 <br />z E—) <br />LLI <br />-T <br />C? <br />— <br />— <br />— <br />— <br />= <br />CD ;;t <br />9 <br />- <br />9 <br />Z=' <br />g <br />9 <br />d <br />LU <br />d <br />W <br />NOTE: ZTOP CHORD 2X4 #2 SYP BRACING <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />ZBOTTOM <br />@ 16" O.C. MAX. FOR FIRST (4) <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />BAYS <br />THAT MY BE REQUIRED <br />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 />W/ DROP CEILING BRACING DETAIL <br />SCALE: N.T.S. <br />2X4 BRACING @ 48" O.C. CONTINUOUS TO <br />FIXED LOCATION ATTACHED W/ (2) 1 Od 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 />C%Q <br />LO <br />-: a <br />:2.. UJI <br />CJ E. <br />Cc >e <br />U- <br />Ln cc c= <br />'C'n' <br />F <br />Cj a) <br />n <br />E <br />en <br />C".) <br />C') -ILI <br />- <br />7;� <br />C. <br />L ' <br />... - <br />I ­ " <br />I t-' Z" <br />A <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. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages beading <br />Engineers signature and seal. <br />W <br />E <br />R <br />cc <br />0 <br />Uj5 <br />5 Lo <br />cn <br />(r-,- <br />ui� <br />C' U- U01 <br />0 -j <br />z = 't <br />M C: 0 <br />[I <br />0 <br />:3 Co <br />0 2 �e <br />W 0 <br />ci� <br />W 05 M <br />z - 0 <br />LO co Z <br />LL <br />0`1 < R 0 <br />a <br />z <br />W <br />Co <br />jz� < <br />< <br />Q) 0 <br />4-- <br />LU <br />0 Uj <br />V) <br />Oft <br />Ln <br />r, w,� E <br />P <br />< 0 <br />04 <br />rd <br />QD <br />--— <br />0 <br />z <br />__j <br />U- <br />E <br />z. <br />z< <br />i.cl' (6 <br />mo <br />x 1 <br />Uo <br />co E <br />0, <br />0 < <br />-z <br />z <br />C: <br />-CF C: <br />R< <br />6 <br />.0 <br />z <br />z <br />2! <br />z <br />z' <br />no <br />C/:) 3: <br />2 <br />W <br />C) <br />< <br />A <br />.1, <br />0 <br />C:) <br />> (.0 <br />LO <br />LO <br />0) <br />2 <br />< <br />M <br />CD <br />co <br />:3 LO 0- <br />LO <br />0 <br />0 <br />0 <br />Sel <br />j <br />U) 0 <br />N <br />>' <br />-t <br />LO <br />0 <br />U— cv) <br />0 <br />-�e 04 <br />U C:) <br />o <br />co <br />0) <br />no <br />(.0 <br />L0 <br />ce) <br />LO <br />LO U') <br />E <br />2�1 C.0 <br />'E <br />z <br />z <br />E <br />C: <br />E �_; -0 <br />0 -0 Ira <br />< 0 <br />C: <br />a) <br />—.1 <br />JOB <br />NO: 23-06129 <br />SCALE AS NOTED_ <br />SHEET NO. <br />S5 <br />1 17 -1 1 1-11 <br />