Laserfiche WebLink
W <br />M <br />a <br />CT <br />N <br />0 <br />N <br />N <br />I <br />i <br />3 <br />Q <br />N <br />N <br />E_ <br />E <br />E <br />c <br />a> <br />tZ <br />N <br />N <br />c� <br />0 <br />a <br />M <br />0 <br />ciC/) <br />SIMPSON HGAM1( <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 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 - [RSH] - 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 UNSUPPORTED, BACKNAIL w/ (2)16d NAILS <br />SEE STRUCTURAL NOTES AND NAILING IF >9" SEE 10/S5 SEE STRUCTURAL NOTES AND <br />SCHEDULE FOR SHEATHING DETAIL <br />45°t <br />45' t <br />SEESTRUCTURAL <br />NOTES AND NAILING <br />2x4 CRO <br />BRACESCHEDULE <br />FOR <br />APPROX. 8" FROMSHEATHING <br />DETAILY <br />2x4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />FASTENED AT <br />@ 8'-0" OIC. <br />EXTEND AT LEAST 90% OFRIDGE <br />JOINT W/(3) <br />"L" BRACE TO EXTEND <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH ATEACH <br />& (2)10d TOE NAILS @ <br />@ <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 TRUSSEACH <br />JOINT w/ (3)10d & <br />FROM LEDGER TO <br />SILL <br />1/2" CDX PLYWOOD OR <br />(2)10d TOE NAILS @ EA. <br />END <br />BLOCKING <br />7/16" OSB SHEATHING <br />W/ 10d <br />GYPSUM WALL BOARDATTACHED <br />GABLE TRUSS <br />NAILS @ 6" O.C. EDGES <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRSTAND <br />1/2"CDX PLYWOOD OR 7/16" <br />12" D.C. FIELD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />OSB SHEATHING ATTACHED <br />1 OdX3" @ 3" O/Cw/ <br />CORD ATTACHED W/ (2)16d TOENAILS <br />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" PTPLATE <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />IDETAIL <br />2"x4"CROSS BRACEAPPROX. <br />8" FROMRIDGE <br />FASTENED ATDOUBLE <br />TOP PLATEEACH <br />JOINTw/ (3) IOd2x4 <br />CROSS BRACE APPROX. 8" <br />& (2)10d TOE NAILS @FROM <br />RIDGE FASTENED AT <br />EA. ENDEACH <br />JOINT w/ (3)10d & (2)10d <br />(NOT REQ'D WHEN <br />�TOE <br />NAILS @ EA. END <br />GABLE IS 4'-1" OR2x <br />FRAME WALL (SEE WALLSHORTER)SECTION <br />FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />� lo, <br />PLYWOOD OR 7/16" <br />@ 48"O/C FOR THE1/2"CDX <br />(2)16d <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF• <br />i <br />NAILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA.AND <br />12" O.C. FIELD <br />END TYP. TOP& <br />ATTACHEDW/ <br />(2)16d NAILSBOTTOM <br />(2)16d TOENAILS <br />2x4'T' ON TOP OF PANEL BLOCKING2"x6" P.T. SILL NOTCH "L" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR 2x BLOCKING <br />FASTEN WITH 1063" 4" O/C SPACED WEEPSCREED THE FIRST (4) ROWS OF TRUSSES 2x4'T'ON TOP OF PANEL <br />�° 1/2 8 J BOLT48 0C <br />@ 48" O.G. INSTALLED PER MANUF. x @ I I WEEP SCREED FROM EA. END TYP. TOP & BOTTOM BLOCKING, FASTEN WITH SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" SDS SCR70.C. <br />I I SIMPSON META12 w/ (7)10dx1 1/2" NAILS AT 6.0 INSTALLED PER MANUF. ATTACHED w/ (2)16d TOENAILS TRUSS & (4) 1/4"x3" SDS SCREWS TO PLATESMOISTURE BARRIER 10d 3" @ 4" 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 - MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" <br />0+ PLATE WASHER <br />SIMPSON META12 w/ (7) <br />ALTERNATE SIMPSON MSTAM24 w/ (7)1Od NAILS <br />NOTE: IF EMBEDDED10dx1 <br />1/2" NAILS AT EA. <br />& (4)1/4"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />TRUSS VERTICAL WEB (24" <br />GABLE WEBSECTI0NWEB, <br />21Od <br />USE MSTAM36 w/ (7)1 <br />O.C. MAX) w! MIN. 4 <br />NAILS & (4)1/4"x21/4" <br />SCALE: N.T.S. <br />EMBEDMENT IN KO BLOCK <br />SCALE: N.T.S. <br />S52x4 <br />TITEN ON OUTSIDE <br />#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 JAND <br />FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FORSEE <br />AND TOP <br />STRUCTURALX-BRACING, <br />CHORD BLOCKING <br />NOTES AND NAILING <br />INFORMATION <br />� <br />`� <br />SCHEDULEFOR <br />SHEATHING DETAIL <br />BACKNAIL w/WOOD <br />1 <br />1 <br />1/"(2)16d <br />NAILS <br />TRUSSES <br />cO <br />�o <br />� <br />2"x4"CROSS BRACE.2x4 <br />8" FROM <br />RAT RUN BRACINGAPPROX. <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 />7/16" OSB SHEATHING <br />ATTACHED w/ 10d NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4'T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1063" @ 4" O/C <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.C� <br />TYPICAL <br />GABLE TRUSS WEB -J <br />SINGLE "L" BRACING DETAIL s <br />SCALE: N.T.S. S5 <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/CGABLE TRUSS <br />-4-ET!5�—TRUSS VERTICAL <br />2x4 LEDGER (MATCH BOTTOM CHORD DBL. TONAILSIMSAT SP2 w/ (12)10d2 2"x8" "L" BRACE <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE . . NAILS AT EACH STUD ( ) <br />FASTENED WITH (3) <br />SECTION SECTION 4 16d PER SIDE <br />3 SCISSOR GABLE "T" BRACE 7 <br />SCALE: N.T.S. S`CJ SCALE: N.T.S. S5 AS PER HIB 91 SCALE: N.T.S. S5 <br />REV. 06.08.22 <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 10/S5 <br />AT 24"O.C. ON TOP OF <br />RIDGE FASTENED AT <br />EACH JOINT w/ (3) <br />lo <br />"L" BRACE TO EXTEND <br />BOTT. CHORD FOR 4 <br />10d & (2)10d TOE <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />TRUSSSPANS <br />ATTACHEDW/2-16d40� <br />NAILS @ EA. END <br />GABLE TRUSS <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 />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />@ 48" O/C FOR THE <br />(2)16d NAILS <br />W/ 10d NAILS @6"O.C. <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 />ES AND 12" O.C. FIELD <br />O/C w/ (2)16d <br />TRUSSES FROM EA. <br />TOENAILS @ EA. END <br />NOTES: <br />END TYP. TOP & <br />JACK TRUSS <br />'"{ <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 />_ SEE PLAN FOR <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY)w/ <br />(2)16d TOENAILS <br />CONNECTION <br />i2) <br />ARCHITECTURAL FINISH <br />" " <br />ALL NAILS PENETRATE AT LEAST 3/4 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUALOF <br />THE LAST LAMINATION <br />(SPACE AS SHOWN FOR 3-PLY) <br />2x4'T'ON TOP OF PANELBLOCKING, <br />FASTEN WITH <br />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 1063" @ 4" O/C (2)12d TOENAILS <br />9 <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION <br />SEETYP.WALLSECTIONFOR SCALE:3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 9ADDITIONAL INFORMATION. SCALE: N.T.S. S5SCALE: N.T.S. <br />IINIMUM 2x <br />:ROSS BRACING <br />3EE PLAN FOR <br />OCATIONS)TOENAIL(2)16d NA <br />(2)16d PER <br />JOINT <br />2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S.S5 <br />S5 <br />12 <br />6.9 MAX. <br />S5 <br />GABLE END BRACING DETAIL <br />GABLE TRUSS <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 Ko)0 <br />SCALE: N.T.S. S5 <br />I L" BRACE W/ 1 Od @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />CONT. BEARING <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 />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 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)1 Od <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />• <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 LOCATION (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 />2'4" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - T-0" <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 1063" NAILS @ 4" 0/C. <br />3) SEE 61S5 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 />`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 />tiGo <br />LU <br />a <br />✓,9 <br />car <br />CORNER JACK <br />tY <br />W <br />z <br />cc <br />O <br />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. <br />'01 <br />INS <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 REQUIREDZ <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 />rL <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)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 />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 />cite <br />O <br />r= <br />C. <br />s� <br />d <br />c <br />Lu <br />ao ��t-, o <br />Ili <br />S M G9 N <br />Cc>c <br />v <br />C 'L n- <br />N <br />o L <br />N O Q L <br />d CV F <br />o �c <br />� E3_ <br />� <br />C2 <br />a ¢ <br />ac <br />d <br />`J IY •� T <br />o E <br />o <br />c1 U <br />N <br />0 <br />CW <br />0 <br />Inc) F'r:7;;rS0 <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 />Residenbal 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 />0 <br />I_ <br />Q <br />E $ <br />M 8 N m <br />Iy, <br />0 <br />(0 <br />v C J <br />71;,. K LL <br />» <br />tArrl$ LL w LL <br />N o * p <br />a <br />aj s13�- S w <br />ZS a Y <br />Z <br />JLLLL <br />Z <br />°x o <br />2 cc v 0 <br />_0 <br />p <br />ffl C tG m < <br />W <br />i9rn d 00 <br />r-z <br />Z <br />M z Q <br />0 <br />OU ❑Q❑ <br />z <br />W <br />z <br />z <br />C, � <br />N <br />tf <br />Z <br />��N <br />� <br />T <br />fp <br />Cn <br />w <br />� a <br />V <br />0(D <br />V) <br />w <br />ro <br />N <br />t'Q <br />�-A <br />V <br />a <br />w <br />=� <br />N <br />r.0 <br />o <br />M <br />z <br />Z <br />J <br />LL <br />O <br />.O <br />f <br />E <br />0� <br />0 <br />zp <br />Wx <br />U <br />CL <br />0 <br />ry <br />i <br />C F- <br />L <br />g <br />a <br />cn C <br />a <br />0 <br />� I4 <br />v <br />J <br />�3 <br />W <br />�O <br />g$ <br />a <br />Y <br />w <br />m <br />0 tt <br />°wLL <br />L O <br />> L0 <br />B <br />m <br />i <br />Lt i <br />� <br />N <br />a <br />LN <br />8 <br />N <br />^QCr <br />m <br />jCN <br />�+ <br />O <br />Ln <br />}+ <br />0 <br />Y <br />M <br />M <br />O <br />N <br />Lt i <br />T <br />00 <br />r <br />E <br />� <br />M L <br />z <br />m <br />z <br />N <br />E <br />° <br />C <br />JOB <br />NO: <br />23-03654 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S5 <br />