Laserfiche WebLink
n <br />C-4 <br />LO <br />LO <br />r") <br />C14 <br />C-4 <br />c 11 <br />�2 <br />0 <br />:20 <br />-.4- <br />C,4 <br />�2 <br />LO <br />C> <br />LO <br />C) <br />1 <br />C14 <br />Or <br />0 <br />t=n <br />C14 <br />CL <br />F= <br />F2 <br />E <br />9 <br />.2 <br />0 <br />9 <br />q,4 <br />LO <br />C14 <br />LO <br />CD <br />Uj <br />5-i <br />M <br />SIMPSON HGAMV <br />W/ <br />SCREWS <br />TO BLOCKING & (i <br />(4) 1/4"xl 1/2" SDS <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 />NAIL W/ <br />6d NAILS <br />2x4 #2 SYP BLK'G @ 16" O.C. wl (2) 16d NAILS EA. END. <br />SEE SCHEDULE - [RSHI - 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) ---,\ AN D FASTE N E RS. (M I N. F I RST 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 />IF <br />45'± <br />45'± <br />45' <br />SEESTRUCTURAL <br />NOTES AND NAILINGY <br />2x4 CROI BRACE <br />SCHEDULE FOR <br />APPROX. 8" FROM <br />SHEATHING DETAIL 2x4 KICKER <br />2x8 SYP#2 1" BRACE TO <br />RIDGE FASTENED AT <br />@4,KI SKER <br />@ 8'-0" O/C. <br />8 _O�O/C. <br />EXTEND AT LEAST 90% OF <br />EACHJOINTW/(3) 10d <br />1" BRACE TO EXTEND <br />2x4CROSSBRACE <br />WEB LENGTH & NOTCH AT <br />& (2)10d 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 H2.5A w/ (10) 8d <br />2x8 P.T. <br />E TRUSS <br />EACH JOINT w/ (3) 1 Od & <br />FROM LEDGER TO <br />SILL <br />1/2" CDX PLYWOOD OR <br />(2)10d TOENAILS@ EA. <br />BLOCKING <br />7/16" OSB SHEATHING <br />END <br />' '\- GYPSUM WALL BOARD <br />ATTACHED 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 />10dXT'@ 3" O/C <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />"K <br />w/ 10d NAILS @ 6" O.C. <br />3 1 1 <br />l <br />x <br />THROUGH CHORD <br />Zx4" LEDGER (MATCH BOTTOM CHORD <br />EDGES AND 12" O.C. FIELD <br />INTO 2" 6" P T PLATE <br />x <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />\ <br />NAILING SCHEDULE FOR SHEATHING� <br />M7 <br />DETAIL <br />2"x4" CROSS BRACE <br />x <br />x <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />\-DOUBLE TOP PLATE <br />EACH JOINT w/ (3) 1 Od <br />2x4 CROSS BRACE APPROX. 8" <br />&(2) 10dTOE NAILS@ <br />FROM RIDGE FASTENED AT <br />EA. END <br />EACH JOINT w/ (3) 1 Od & (2) 1 Od <br />(NOT REQ 'D WHEN <br />TOE NAILS @ EA. END <br />GABLE IS 4' -1 OR <br />2x FRAME WALL (SEE WALL <br />SHORTER) <br />CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />(2) 16d <br />,,-1/2" <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAI ILS <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />'i_ <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />X <br />(2) 16d NAILS <br />X <br />W/ (2) 16d TOENAILS <br />. <br />. <br />N <br />2x BLOC <br />2x4 "T" ON TOP OF PANEL BLOCKING�l 2"x6" P.T. SILL NOTCH 1" BRACE HERE 2x4 PANEL BLOCKING @ 48" O.C. FOR KING <br />1/2" <br />8" "J" BOLT @ 48" O <br />C <br />THE FIRST (4) ROWS OF TRUSSES <br />FASTENWITH 10dx3" @4"O/C SPACED WEEP SCREED - - 2x4 "T" ON TOP OF PANEL <br />1_� <br />_ <br />. <br />. <br />INSTALLED PER MANUF. WEEPSCREED <br />@ 48" O.C. FROM EA. END TYP. TOP & BOTTOM SIMPSON HGA10KT w/ (4) 1/4"xl 1/2" SIDS SCREWS TO <br />BLOCKING, FASTEN WITH <br />INSTALLED PER MANUF. ATTACHED w/ (2) 16d TOENAILS TRUSS & (4) 1/4"x3" SIDS SCREWS TO PLATES AT 24" 0 C. <br />" <br />" " <br />" <br />" <br />" <br />MOISTURE BARRIER 1 Odx3" @ 4" O/C <br />SIMPSON META1 2 w/ (7) 1 Odxl 1/2" NAILS AT 6'-0" <br />112 <br />x 8 <br />J <br />BOLT @ 32 <br />O.C. MINIMUM 6 <br />FROM <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />PLATE SPLICES w/ 3/16"x2" 0 PLATE WASHER SIMPSON META1 2 w/ (7) ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS <br />- <br />NOTE: IF EMBEDDED 1 Odxl 1/2" NAILS AT EA. & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />O.C. MAX) wl MIN. 4" <br />GABLE WEB <br />STRAP MISSED VERTICAL SECTION TRUSS VERTICAL WEB (24, SECTION <br />WEB, USE MSTAM36 w/ (7) 1� <br />10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. EMBEDMENT IN KO BLOCK SCALE: N.T.S. <br />TITEN ON OUTSIDE � �5 �5 <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 />AND FASTENERS. (MIN. FIRST 4 BAYS) <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP <br />SEESTRUCT <br />CHORD BLOCKING <br />CN <br />00 <br />NOTES AND NAILING <br />x x <br />INFORMATION <br />00 <br />SCHEDULE FOR <br />SHEATHING DETAIL BACKNAIL wr/:7� <br />WOOD TRUSSES <br />2 <br />00 <br />c. <br />(2) 16d NAILS <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />2X4 RAT RUN BRACING <br />- <br />1 ]312' <br />-1 ]12 j- <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 />- <br />10d & (2) 10d TOE <br />ATTACHED W/ 2 - 16d <br />NAILS @ EA. END <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 4" LAM I NATIONS W/ (1) ROW <br />(3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <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 4 1/2") OR EQUAL <br />(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 />MASONRYWALL <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. x7 LAG SCREWS OR EQUAL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) <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. 0 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON -LOAD <br />BEARIiqG LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />rD <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />(� 8 <br />ss j <br />ADDITIONAL INFORMATION. <br />1INIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) <br />TOENAIL 1 <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 />12" <br />ALTERNATE NON -DROP <br />GABLE END DETAI <br />L <br />SCALE: N.T.S. <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 />X0.131" @ 8" O.C. <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 />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />IF >9" SEE 10/S5 <br />MAX. 9" <br />UNSUPPORTED, <br />1" 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 />O.C. FIELD <br />@ 6" O.C. EDGES AND 12" <br />-2X4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1 Odx3" @ 4" O/C <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />1" BRACE <br />ATTACHED W/ <br />10d NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WE <br />DOUBLE 1" BRACING DETAI <br />SCALE: N.T.S. <br />2x4 "T" BLOCKING <br />2x4 <br />48" O.C. <br />1" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @4"O-�- <br />TYPICAL TTI I I <br />W <br />41� <br />i <br />B <br />GABLE TRUSS WEB <br />SINGLE 1" BRACING DETAIL(_6 <br />SCALE: N.T.S. <br />S5 <br />DIAPHRAGM <br />BLOCKI <br />NG @ <br />48" O/C GABLE TRUSS <br />TRUSS VERTICAL <br />APHRAGM <br />?CKING @ <br />O/C <br />SIMPSON SP2 w/ (12) 1 Od <br />L2x4 LEDGER (MATCH BOTTOM CHORD DBL. TOP PLATE <br />(2) 2"x8" 1" BRACE <br />NAILS AT EACH STUD <br />SLOPE OF ADJACENT TRUSS) STUD WALL (SEE TYP. SEC.) FASTENED WITH (3 <br />16d PER SIDE <br />SCISSOR GABLE 1711 B <br />SECTION SECTION <br />L 3 (" 4 RACE(P <br />SCALE: N.T.S. SCALE: N.T.S. <br />REV. 06.08.22 �5 AS PER HIB 91 SCALE: N.T.S. <br />MAX. 9" <br />UNSUPPORTED, <br />IF >9" SEE 1 O/S5 <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 />W1 1 Od NAILS @ 6" O.C. <br />ES AND 12" O.C. FIELD <br />E )T <br />SEE PLAN FOR <br />JACK TRUSS <br />>_ ��:,CONNECTION <br />2X4 "T" ON TOP OF PANEL--/ <br />L <br />BLOCKING, FASTEN WITH <br />2X4 BLOCKING <br />1 Odx3" @ 4" O/C <br />S <br />(2)12d TOENAIIWI <br />SECTION <br />r9 <br />SCALE: N.T.S. <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 />1" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C <br />WOOD TRUSSES <br />SIMPSON HGAM10KTAW/(4) <br />1/4"xl 1/2" SDS SCREWS TO <br />TITEN TO CMU <br />BLOCKING & (4) 1/4"x2 3/4" <br />2 x 4 BLOCKING w/ (2) 10d <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />1_� z <br />C' <br />IINGW/(3,' _dx3"AT <br />0 EACH CONN. @ 24" O/C <br />S \-MOISTURE BARRIER <br />\-BOND BEAM <br />-MASONRYWALL <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. @ NON - LOAD <br />BEARING LOCATION (UNEVEN CLG.) <br />SEE TYP. WALL SECTION FOR <br />ADDITIONAL INFORMATION. <br />— <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.O.) <br />1" BRACE <br />24" <br />0'0" - T-10" <br />T-0" - 6-0" <br />6-10" & 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 />---- <br />GABLE END BRACING DETAIL SCALE: 3/4"=V-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 />HIP FRAMING REFERENCE PLAN <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. <br />< <br />I <br />d <br />LU <br />d <br />LU <br />9 <br />CD <br />z ED <br />LU <br />LU <br />9 <br />9 <br />9 <br />LU <br />C� <br />-1 <br />9 <br />X_ <br />< <br />< <br />I <br />9 <br />LI <br />I <br />d <br />UJI <br />I A <br />I <br />I I <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 />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 />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 />Cr,) <br />C-1 <br />C=� _01 <br />LO <br />C:2 <br />CC C14 <br />CU <br />= <br />ci, 0 = -% <br />;P = en <br />.tz W M <br />. =., <br />0'ttli! I <br />...... <br />E C11> <br />ro <br />:71 < <br />tj <br />F�_O <br />N'. <br />11_� <br />0 F_ S <br />S <br />k�ffil <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 sea] is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineer's signature and seal, <br />W <br />C, F= s, <br />4 CD co C-2 <br />10, <br />cc Cn <br />Z2 <br />C14 0 a_ <br />I'] "T <br />LL U_ z <br />3,: 0 <br />.1 <br />C-) - <br />it !�; :�-- � ;S M ui 0 <br />W :3 Co -i < <br />0 2 <br />W 05 z <br />co Z� 0 0� 0 <br />U� C0 z <br />N <br />< <br />bu <br />z <br />W <br />< <br />13 <br />< <br />CD <br />Q) <br />LU <br />0 LU <br />L=u <br />E <br />0 0 <br />< <br />z <br />C6 E <br />_g <br />Z� <br /><� <br />p_ 0 <br />E 0 <br />0 <br />00 <br />Q0 E <br />z <br />00 <br />�z <br />M <br />Z, <br />zi <br />z <br />15 <br />8 3: <br />< 0 <br />"o, <br />W <br />cf.) 3: <br />C, <br />2< <br />. <br />z <br />co <br />z <br />C11 <br />.0 C) <br />> 00 <br />CD <br />0) <br />E2 <br />C-0 <br />c1q <br />C_� <br />(0 FL <br />M <br />LO <br />Q_ <br />E <br />60 <br />co <br />-2 C) <br />4- co <br />C114 <br />0 C.0 <br />LO <br />LO <br />co <br />(0 <br />n <br />c6i <br />(D <br />Lb <br />4) <br />E <br />CY) <br />'E <br />0 <br />z <br />M <br />z <br />M <br />E T_ 2 <br />Ca <br />E -�-; �0 - <br />0 0 'a CU <br />0 < <br />C: <br />a) <br />JOB <br />NO: 23-05719-05724 <br />SCALE AS NOTED <br />SHEET NO. <br />S5 <br />-FFF--T-Fb-.1,7._F__7__1T , I � it ci6j] uwilia,l,vi i i,� i ila-iii., I ff- 1 11 _1__T_ I r T <br />