Laserfiche WebLink
SIMPSON HGAMV <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 />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS BACKNAIL w/ (2)16d NAILS 7\SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6) 10d x <br />NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) �� �� 10d x 1 12" AT EA. �� <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) <br />SHEATHING DETAIL OUTLOOKER OUTLOOKER S06 FOR 2 6 WALL USE " <br />@ 24" O.C. <br />NAILING SCHEDULE FOR OUTLOOKER <br />@ ANU <br />24" O.C. <br />TOP CHORD <br />SHEATHING DETAIL <br />DETAIL <br />FOR SHEATHING TAIL <br />BLOCKING FOR <br />FIRST FOUR <br />14 <br />M <br />ROWS OF <br />45° ± <br />24 MAX' <br />TOP CORD BLOCKING <br />45°± <br />lX'2X4 <br />CONT"L" BRACE <br />TOP CORD BLOCKING <br />TRUSSES @ <br />SIMPSON H10A w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2) 10d 3" <br />FOR FIRST FOUR ROWS <br />EDGES OF 2x4 CROSS BRACE <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" O/C. CMID HEIGHT <br />OF TRUSSES @ EDGES <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />OF SHEATHING TYPICAL <br />TYPICAL @ RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. <br />2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />48" O.C. EACH JOINT W/ (3) 10d <br />@ 8'-0" 0/C. <br />EXTEND AT LEAST 90% OF <br />MAX. & (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />EA. END @ 48" O.C. <br />•' <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />2x6 P.T. GABLE TRUSS <br />RIDGE FASTENED AT <br />H2.5A w/ (10) 8d <br />SILL 1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROMLSIMPSON <br />FROM LEDGER TO <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ •' <br />BLOCKING <br />ATTACHED WI 10d <br />EA. END <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />10dX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />10d NAILS 6" O.C. <br />Iti <br />"T" <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ @ <br />EDGES AND 12" O.C. FIELD <br />2x4 PANEL BLOCKING @ <br />2x4 ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />�• <br />O.C. FOR THE FIRST (4) <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />� NOTCH "L"BRACE HERE <br />ROWS OF TRUSSES FRO <br />@ 48" O.C. <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />EA. END TYP. TOP & <br />BOTTOM ATTACHED w/ (2 <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. <br />16d TOENAILS <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />SIMPSON HETA20 w/ (8) <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />10dx1 1/2" NAILS AT EA. <br />ALTERNATE SIMPSON MSTAM24 w/ (7)10d NAILS <br />NOTE: IF EMBEDDED <br />TRUSS VERTICAL WEB (24" <br />& (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />O.C. MAX) w/ MIN. 4" <br />1 EMBEDMENT IN KO BLOCK <br />GABLE WEB SECTION <br />2 <br />WEB, USE MSTAM36 w/ (7) <br />10d NAILS & (4) 1/4"x21/4" SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />Sj <br />TITEN ON OUTSIDE <br />BACKNAIL W/ 2 16d NAILS SIMPSON H10A w/ (18) <br />x <br />SEE STRUCTURAL NOTES 10d x 1 12 Al EA. <br />SP8 FOR 2x8 WALL) <br />AND NAILING SCHEDULE OUTLOOKER <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />DETAIL <br />F@ 24" O/C <br />2x4 OUTLOOKER @ 24" <br />TOP CORD <br />O.C. (OPTIONAL - SEE <br />4" MAX. <br />BLOCKING FOR <br />ELEVATIONS) <br />FIRST FOUR ROWS <br />DOUBLE TOP PLATE <br />OF TRUSSES @ <br />2x4 CROSS BRACE APPROX. 8" <br />2"x4" CROSS BRACE <br />24" MAX. <br />EDGES OF <br />FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />EACH JOINT W/ (2)10d & (2)10d <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />TOE NAILS @ EA. END <br />EACH JOINT W/ <br />AT LEAST 90% OF WEB <br />10d & (2) 10d TOEE <br />LENGTH (SEE TABLE) <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />GABLE TRUSS <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />(2)16d <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 />(2)16d NAILS <br />BOTTOM ATTACHED <br />48" <br />2x BLOCKING <br />W/ (2)16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />M <br />2x4 "T" ON TOP OF PANEL <br />SIMPSON HGAI OKT w/ (4)1/4"xi 1/2" <br />10dx3" @ 4" O/C <br />BLOCKING, FASTEN WITH <br />SDS SCREWS TO TRUSS & (4)1/4"x3" <br />10dx3" @ 4" 0/C <br />SDS SCREWS TO PLATES AT 36" O.C. <br />SIMPSON SP2 wl (12)10d <br />2x 4 LEDGER MATCH BOTTOM <br />NAILS AT EACH STUD <br />( DBL. TOP PLATE <br />CHORD 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 />77 ( ) 10d x 1 12" AT EA. 2x4 OUTLOOKER <br />REFER TO DETAIL J N CV SEE STRUCTURAL OUTLOOKER @ 24" 0/C <br />ON SHEET S5 FOR r <br />X-BRACING, AND TOP T M x NOTES AND NAILING TOP CORD <br />CHORD BLOCKING N SCHEDULE FOR BLOCKING FOR <br />INFORMATION 00 SHEATHING DETAIL FIRST FOUR ROWS <br />T7� <br />OF TRUSSES @ <br />1 1 1/ 2"x4" CROSS BRACE 24" MAX. EDGES OF <br />WOOD TRUSSES APPROX. 8" FROM SHEATHING TYP. <br />RIDGE FASTENED AT "L" BRACE TO EXTEND <br />2X4 RAT RUN BRACING EACH JOINT W/ (2) AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF 1 1 2 1 1 2 x 10d & (2)10d TOE LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 NAILS @ EA. END <br />TRUSS SPANS GABLTRUSS E <br />ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING OS CDX PLYWOOD OR 7/16" <br />AT EA. TRUSS JOINT � r rr @ 48" 0/C FOR THE (2)16d NAILS OSB SHEATHING ATTACHED <br />(2) 2' x 4' LAMINATIONS W/ (1) ROW (3) 2 x 4'r LAMINATIONS W/ (1) ROW (3) 2' x 6 LAMINATIONS W/ (2) ROWS OF FIRST (4) ROWS OF W/ 10d NAILS @ 6 O.C. <br />2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. E ES AND 12" O.C. FIELD <br />O/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />TOENAILS @ EA. END NOTES: END TYP. TOP & JACK TRUSS <br />BOTTOM ATTACHED SEE PLAN FOR <br />11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE 1/4" DIA. x 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS CONNECTION <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <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 2x4 <br />) BLOCKING, <br />OF PANEL <br />G, FASTEN WITH 2x4 BLOCKING W/ <br />10dx3" @ 4" O/C (2)12d TOENAILS <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 F <br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" TYPICAL NAILING SCHEDULES FOR BUILT—UP COLUMNS (**8 SECTION g <br />ADDITIONAL INFORMATION. S5 SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />IINIMUM 2x OVERLAP TRUSS BRACING <br />:ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />3EE PLAN FOR WOOD TRUSSES <br />OCATIONS) 10dx3" O/C @ 2"x4" <br />TOENAIL 6" O/C RUNNERS <br />W/ (2) 16d TYPICAL <br />(2) 16d PER NAILS IT MAX <br />JOINT <br />L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />ALTERNATE NON —DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. S5 <br />1 GABLE TRUSS <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />6.9 MAX. <br />S5 <br />S5 <br />I ° a �� a . .. II 'F �� ` a ° ]I - \ e a 11 e II ° ° a a - II:- ° ` a 11 a ° . l ° ° °II a a . , II a 11, a <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <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 />a <br />GABLE END BRACING DETAIL <br />8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />LU <br />BRACING w/(3) 10d x 3 AT = <br />• EACH CONN. @ 24" O/C <br />SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER <br />1/4"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"x2 3/4" BOND BEAM <br />TITEN TO CMU <br />MASONRY WALL <br />0.\ <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/ 10d NAILS @ 4" 0.C— <br />TYPICAL P-1 <br />GABLE TRUSS WEB —/ <br />SINGLE "L" BRACING DETAIL/ 6 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/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 7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -i I CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. <br />U <br />— <br />— <br />— <br />— <br />— <br />— <br />— <br />— <br />LU <br />0 <br />o <br />O <br />r <br />W CD <br />LU <br />0 <br />0 v <br />Q <br />0 <br />w <br />Q <br />o <br />� <br />O <br />O <br />T <br />X <br />-I <br />o <br />T <br />d <br />ARCHITECTURAL FINISH NOTE: <br />EXT. WALL CONN. NON —LOAD <br />BEARING LOCATIO (UNEVEN CLG.) <br />SCALE: N.T.S. <br />ADDITIONAL INFORMATION. <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 0.) <br />"L" BRACE <br />24" <br />0'0" - T-0" <br />T-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" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4"l 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"l SDS SCREWS <br />TO PLATES (TYP.) <br />/--GABLE TRUSS <br />STUDS @ 16" O.C. SIMPSON SP2 w/ (12) <br />10d NAILS AT EACH <br />SCALE: 3/4"=1'-0° STUD <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />HIP FRAMING REFERENCE PLAN <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />AS PER BCSI 1-13 <br />SCISSOR TRUSS <br />/TOP & BOTTOM CHORD <br />GABLE END BRACING @ <br />4'-0" O.C. MAX. FOR <br />FIRST (4) ROWS OF TRUSSES <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 />SCISSOR TRUSS <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 />lEdFP9�OP�®Bi <br />oa.�aZy8�i�1 <br />O Vlf,� <br />���,, <br />�v <br />GOON o <br />.,• F L <br />ore 0,0 <br />f�/�dll11311161��� <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 2017 <br />Florida Building Code - <br />Residential 6th Edition. Engineer's signature and seal is only for <br />the structural engineering portions of the drawing pages beadng <br />Engineer's signature and seal. <br />N <br />F <br />99 <br />00 <br />_ W E ro l" Co <br />N N �# <br />Q <br />Flo <br />0 0 0 J J <br />MC nN SoLLLL <br />�_ �, <br />, <br />M <br />a <br />Z <br />LL u <br />� MN � W U � <br />� min a Lau W 0 <br />��0) <br />Zre <br />C) <br />�Yo W. <br />sj <br />W <br />Z <br />IL <br />2Ec' oa-2 <br />N Q M Z Q 0 7 9 <br />(9U <br />F- � <br />z <br />0 ❑❑❑❑ <br />W <br />Ur M <br />N <br />z o <br />.'o <br />z <br />Q M <br />d N <br />N <br />M <br />Z m <br />C <br />r� O <br />V ,y <br />V <br />W O <br />d <br />,t) <br />v I <br />of: o <br />� N <br />o <br />ws <br />w <br />1--- 2 <br />U o N <br />C `n N <br />0 <br />sm <br />o <br />w <br />M <br />Cl) <br />z <br />o <br />Z <br />LJL <br />z o <br />� <br />0 <br />a� <br />sZ <br />E <br />�- <br />wj <br />z® <br />oa <br />CU <br />x� <br />U <br />UU <br />0U <br />O E <br />N <br />a � <br />z <br />¢o <br />X <br />az <br />W� <br />Y <br />0 ' <br />'<w <br />Zz <br />2U <br />U <br />a <br />F <br />oz <br />=� <br />o <br />w� <br />>0 <br />x <br />GO <br />a <br />a <br />c M <br />_ <br />> C'7 <br />ui <br />L <br />10 <br />0 <br />n, <br />>W <br />0) <br />•- <br />> <br />i-� <br />O <br />32 <br />o <br />= <br />CD <br />W <br />= <br />O N <br />r <br />y <br />N N <br />r <br />N <br />r r <br />M <br />Z <br />T <br />E <br />Z <br />m <br />io <br />a <br />E <br />U 0 <br />m <br />JOB <br />NO: <br />20-0554 <br />SCALE : <br />AS NOTED <br />SHEET NO. <br />S5 <br />tl. <br />W <br />W <br />z <br />1 -r II-"1^iT—Tr I - - 7 - - j - - - <br />