Laserfiche WebLink
SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2)16d NAILS <br />BACKNAIL W/ (2)16d NAILS <br />SIMPSON H10A w/ (18) <br />BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) SIMPSON SP4 w/ 6 10d x <br />O <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />16d NAIL <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER7 <br />SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. <br />„ 1Od x 1 12" AT EA. <br />2x4 SEE STRUCTURAL NOTES <br />OUTLOOKER <br />� <br />1 12 AT EA STUD (USE <br />BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ <br />(18) <br />@ 48" O.C. <br />"L" BRACE <br />@ 24" O.C. <br />NAILING SCHEDULE FOR OUTLOOKER <br />OUTLOOKER AND NAILING SCHEDULE <br />SP6 FOR 2x6 WALL, USE <br />1Od x 1 12" AT EA. <br />SEE STRUCTURAL NOTES <br />ATTACHED WI <br />TOP CHORD <br />SHEATHING DETAIL <br />@ 24" O.C. FOR SHEATHING DETAIL <br />SP8 FOR 2x8 WALL) <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER <br />10d NAILS @ 4" <br />BLOCKING FORAl <br />FOR SHEATHIN DETAIL <br />@ 24 O/C <br />O.C. TYPICAL <br />FIRST FOUR <br />ROWS OF <br />„ <br />45° t 24 MAX. <br />TOP CORD BLOCKING 45°f <br />2X4 CONT"L" BRACE TOP CORD BLOCKING <br />2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL - SEE <br />TOP CORD <br />BLOCKING FOR <br />GABLE TRUSS WEB <br />TRUSSES @ <br />SIMPSON H1OA w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS <br />4„ MAX <br />ELEVATIONS) <br />FIRST FOUR ROWS <br />DOUBLE "L" BRACING DETAIL <br />EDGES OF 2x4 CROSSBRACE <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES <br />OF TRUSSES @ <br />5 <br />SCALE: N.T.S. S5 <br />SHEATHING APPROX. 8" FROM • OUTLOOKER <br />EDGES OF OF SHEATHING TYPICAL DOUBLE TOP PLATE <br />"L" <br />2"x4"CROSS BRACE 24" MAX. EDGES OF <br />TYPICAL @ RIDGE FASTENED AT <br />BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 BRACE TO <br />° <br />2x4 CROSS BRACE APPROX. 8" <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />2x4 "T" BLOCKING <br />48" O.C. EACH JOINT W/ 3 10d A <br />O AT LEAST 90% OF WEB <br />@ 8 -0' O/C. EXTEND AT LEAST 90 /o OF � FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT "L" BRACE TO EXTEND <br />MAX. & (2)1 Od TOE NAILS @ <br />LENGTH (SEE TABLE) <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />EACH JOINT W/ (2)1Od & (2)1Od <br />EACH JOINT W/ 2 <br />AT LEAST WEB <br />2x4 BLOCKING @ <br />EA. END @ 48" O.C. <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />TOE NAILS @ EA. END <br />E <br />10d & (2) 10d TOE <br />A <br />LENGTH (SEE TABLE) <br />(SEE <br />48" O.C. <br />2x6 P.T. GABLE TRUSS <br />SILL <br />RIDGE FASTENED AT <br />EACH JOINT W/ 2 10d <br />O <br />SIMPSON H2.5A w/ (10) 8d <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />GABLE TRUSS <br />"L" BRACE ATTACHED 16d NAIL <br />1/2 CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />& (2)1Old TOE NAILS @ <br />FROM LEDGER TO <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR <br />W/ 10d NAILS @ 4" O.C. <br />J <br />ATTACHED W/ 10d <br />EA. END <br />BLOCKING <br />: <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />(2)16d <br />7/16" OSB SHEATHING <br />TYPICAL <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />OSB SHEATHING ATTACHED <br />FIRST 4 ROWS OF <br />() NAILS <br />ATTACHED w/ 10d NAILS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />pQ 6" O.C. EDGES AND 12" <br />GABLE TRUSS WEB <br />1 OdX3" @ 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 />AND 12" O.C. FIELD <br />END TYP. TOP & <br />O.C. FIELD <br />�� �r <br />SINGLE L BRACING DETAIL(6 <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />10d <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />"T" <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ NAILS @ 6" O.C. <br />2x4 PANEL BLOCKING @ 48" <br />EDGES AND 12" O.C. FIELD <br />2x BLOCKING <br />W/ (2)16d TOENAILS <br />2x4 ON TOP OF PANEL <br />BLOCKING FASTEN WITH <br />SCALE. N.T.S. S5 <br />2x4'T' ON TOP OF PANEL BLOCKING <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FOR THE FIRST (4) <br />, <br />10dx3 @ 4 O/C <br />DIAPHRAGM <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE ROWS OF TRUSSES FROM <br />2x4 "T" ON TOP OF PANEL <br />SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" <br />BLOCKING @ <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />EA. END TYP. TOP & <br />WEEP SCREED BOTTOM ATTACHED w/ (2) <br />BLOCKING, FASTEN WITH <br />1Odx3" @ 4" O/C <br />SDS SCREWS TO TRUSS & (4) 1/4"x3" <br />SIMPSON SP2 w/ (12)10d <br />48" O/C GABLE TRUSS <br />5/8"x 10" "J" BOLT 32" O.C. MINIMUM 6" FROM <br />@ <br />SIMPSON HETA20 w/ (8)10dx1 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. 16d TOENAILS <br />2x4 LEDGER (MATCH BOTTOM <br />SDS SCREWS TO PLATES AT 36" O.C. <br />NAILS AT EACH STUD <br />TRUSS VERTICAL <br />PLATE SPLICES W/ 3/16"x2" � PLATE WASHER <br />SIMPSON HETA20 w/ 8 <br />() <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />DBL. TOP PLATE <br />1Odx1 1/2" NAILS AT EA. <br />ALTERNATE SIMPSON MSTAM24 w/ (7) 1Od NAILS <br />CHORD SLOPE OF ADJACENTTRUSS) <br />STUD WALL (SEE TYP. SEC.) <br />(2) 2"x8" "L" BRACE <br />NOTE: IF EMBEDDED <br />TRUSS VERTICAL WEB (24" <br />& (4) 1/4"x21/4" TITEN @ T-O" O/C ALIGNED WITH <br />FASTENED WITH (3) <br />STRAP MISSED VERTICAL <br />SED VE <br />L SECTION <br />O.C. MAX) w/ MIN. 4" <br />1 EMBEDMENT IN KO BLOCK <br />GABLE WEB <br />SECTION <br />2 SECTION 3 <br />SECTION <br />4 <br />16d PER SIDE <br />WEB, USE 6 <br />SCISSOR GABLE "T" BRACE 7 <br />10d NAILS & (4) 1/4"x2114" SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />S5 <br />S5 <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />SIMPSON H10A w/ (18) <br />BACKNAIL W/ (2) 16d NAILS 10d x 1 12 AT EA 2x4 OUTLOOKER <br />20'-0" MAX <br />"X" BRACE SEE DET. <br />J/S5 <br />20'-0" MAX <br />CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />N N <br />_ Q f <br />SEE STRUCTURAL <br />OUTLOOKER <br />@ 24" O/C <br />8d @ 0/C 2 x 4 BLOCKING w/ 2 10d <br />( ) <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />X-BRACING, AND TOP <br />T co M • <br />NOTES AND NAILING <br />TOP CORD <br />24" O/C TYP <br />( ) <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />BLOCKING FOR <br />INFORMATION <br />00 <br />`° <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />2"x4" CROSS BRACE <br />24" MAX. EDGES OF <br />WOOD TRUSSES <br />;° 00 <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2X4 RAT RUN BRACING <br />1 1 2 1 1 2 . <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />AT 24" O.C. ON TOP OF <br />10d & (2)10d TOE <br />LENGTH (SEE TABLE) <br />BOTT. CHORD FOR 4 <br />-- <br />`17 <br />NAILS @ EA. END <br />GABLE TRUSS <br />w <br />-- TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />.�11' <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />BRACING w/ 3 1Qd x 3" ATQ. <br />( ) <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 4" LAMINATIONS WI 1 ROW <br />() (3) 2 x 6 LAMINATIONS W! (2) ROWS OF <br />@ 48" O/C FOR THE <br />• (2)16d NAILS <br />OSB SHEATHING ATTACHED <br />„ <br />W/ 10d NAILS @ 6 O.C. <br />. EACH CONN. @ 24" O/C <br />SIMPSON HGAM10KTA 2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />FIRST (4) ROWS OF <br />TRUSSES FROM EA, <br />E ES AND 12" O.C. FIELD <br />SIMPSON HGAM10KTA w/ (4) MOISTURE BARRIER <br />W/ <br />0/C w! (2) 16d <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />JACK TRUSS <br />1/4"x1 1/2" SDS SCREWS TO <br />(4) 1/4"x1 1/2" SDS <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <br />BLOCKING & (4) 1/4"x2 3/4" BOND BEAM <br />SCREWS <br />NAILS ARE DRIVEN FROM OPPOSITE SIDES 4) FOR 4-PLY, PROVIDE1/ " D A, x 51/2" LAG SCREWS OR EQUAL <br />ADJACENTCOLUMN <br />w/ (2) 16d TOENAILS <br />CONNECTION <br />TITEN TO CMU <br />TO BLOCKING & (4) MASONRY WALL <br />1/4"x2 3/4" <br />OF THE SHOWN OR <br />MASONRY WALL <br />! <br />w <br />-- <br />Uj <br />z <br />0 <br />o <br />d <br />0 <br />Lz o <br />w <br />co <br />o <br />0 <br />w <br />Q <br />o <br />T <br />Q <br />o <br />Q <br />� <br />TITEN TO CMU <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 />2x4 "T" ON TOP OF PANEL <br />ARCHITECTURAL FINISH <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />TOP &BOTTOM CHORD <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) <br />BLOCKING, FASTEN WITH <br />2x4 BLOCKING W/ ' . <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />GABLE END BRACING @ <br />EXT. WALL CONN. <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />1Odx3" @ 4" O/C <br />(2) 12d TOENAILS _ <br />THAT MY BE REQUIRED <br />4'-0" O.C. MAX. FOR <br />FIRST (4) ROWS OF TRUSSES <br />NON -LOAD BEARING <br />LOCATIONCOMMON <br />rD <br />NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />EXT. WALL CONN. <br />NON -LOAD <br />2)'T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />SECTION <br />9 <br />BEARING LOCATION <br />UNEVEN CLG. <br />E <br />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />SEE TYP. SCALE: 3/4" S5 <br />SEE TYP. WALL SECTION FOR <br />SCALE: N.T.S. <br />S5 <br />AS PER BCSI 1-13 SCALE: N.T.S. <br />S5 <br />ADDITIONAL INFORMATION. <br />SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S <br />S5 <br />ADDITIONAL INFORMATION. <br />N <br />n <br />SCISSOR TRUSS <br />t2 <br />LO <br />45° <br />2"x4" OUTLOOKER @ 24" <br />O.C. W/ (2)1 Od PER JOINT <br />12 <br />6.9 MAX. <br />U0 <br />I <br />MINIMUM 2x OVERLAP TRUSS BRACING <br />Q CROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />LOCAT LAN IONS) OR 1 Odx3" O/C @ 2"x4" WOOD TRUSSES <br />TOENAIL 6" O/C RUNNERS <br />W/ (2)16d TYPICAL <br />(2) 16d PER NAILS <br />JOINT <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.O.) <br />"L" BRACE <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 />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 />0 <br />CONTINUOUS BOTTOM CORD BRACING 2"x4"MIN. SEE M/S5 <br />ALTERNATE NON -DROP <br />NOTE: <br />LO <br />GABLE END DETAIL <br />MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING <br />1) "L" BRACE MUST EXTEND AT LEAST <br />90% OF WEB LENGTH EXCEPT, SCISSOR GABLE WHICH REQUIRES <br />COSMETIC DROP CEILING FRAMING <br />`,' <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. <br />TRUSS BRACING OVERLAP DETAIL M <br />BRACE TO EXTEND FULL HEIGHT OF <br />2) "L" BRACE TO BE FASTENED TO GABLE <br />GABLE. <br />STUD WITH 10dx3" NAILS @ 4" O/C. <br />SCISSOR TRUSS <br />SCALE: N.T.S. S5 <br />3) SEE 6/S5 FOR MORE INFO. <br />SCALE: N.T.S. S5 <br />= <br />W/ DROP CEILING BRACING DETAIL <br />MEAN ROOF HEIGHT UP TO 30'-0" SCALE: NTS <br />1 <br />GABLE TRUSS <br />4 <br />SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />O <br />"L" BRACE W/ 1 Od @ 4" O.C. <br />12 <br />3 <br />1 <br />12 <br />(SEE SCHEDULE FOR SIZE <br />s.9 MAx. <br />END JACK <br />S5 <br />12 <br />o <br />i <br />6.9 MAX. <br />AND LOCATION) <br />"L" <br />DOUBLE TOP PLATE <br />0 <br />BRACE W/ 10d @ 4" O/C <br />5 (SEE SCHEDULE FOR SIZE <br />11'-0" MAX. <br />6 9 MAX. <br />� <br />5 <br />35 AND LOCATION) <br />E <br />S5 <br />0 <br />= <br />SIMPSON HGA10KT w/ (4) 1/4"x1 1/2" SDS <br />o <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />2X4 LEDGER <br />N <br />GABLE TRUSS <br />SIMPSON LSTA18 <br />"- <br />6 <br />cc <br />w <br />S5 <br />S5 <br />L <br />Y CORNER JACK <br />a <br />U <br />•0 <br />a <br />w <br />°d <br />n • <br />a <br />< <br />d d • <br />a <br />ed <br />e <br />d ' <br />d <br />a <br />• <br />< d <br />e <br />d <d <br />a <br />• • <br />as <br />do <br />Z <br />Cr• <br />iY <br />U <br />a_ <br />FRI <br />U <br />co <br />�TUDS <br />DBL. TOP PLATE <br />@ 16" O.C. <br />CONT. BEARING <br />ONT. BEARING STUDS @16"O.C. SIMPSON SP2 w/ (12) <br />10d NAILS AT EACH <br />HIP FRAMING REFERENCE PLAN <br />C <br />WOOD FRAMED GABLE END BRACINGDETAIL <br />GABLE END BRACING DETAIL <br />GABLE END BRACING DETAIL SCALE:3/4"=1'-a, STUD <br />MEAN WALL HEIGHT UP TO30'-0"- SEE STRUCTURAL NOTES SCALE: N.T.S. <br />Cn <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />FOR WIND SPEED SPECIFICATION <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION SCALE: N.T.S. <br />S� <br />CAM <br />Z M <br />0 <br />—o <br />z�z <br />0- <br />0 <br />Q—.J w <br />� o <br />•O <br />W <br />c <br />t/) <br />o <br />.� U <br />CD <br />�CN <br />m <br />W E <br />r— o <br />0) <br />CoM <br />U <br />N ' O , <br />O o 0 <br />r_ <br />_U- 00 <br />U <br />yd <br />= ns <br />o <br />con ^o <br />¢ rn <br />'00 <br />M ¢ o <br />Al <br />B D® <br />N �D <br />CD <br />O O N '0 <br />S d <br />Z W � <br />_ `M m z w Z <br />II• J C <br />N LL o o W W <br />W <br />�W�'LLoa <br />rn <br />Z O v <br />��o <br />� <br />Z m o <br />LL W <br />O V`+ <br />.ti <br />O <br />sEQ. OM. <br />00 <br />CN <br />'' •� 04 <br />"' <br />0 . <br />PjL <br />ESSt0 <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 Florida Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineering portions of the drawing pages bearing <br />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 � Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />Lo <br />Lu <br />f� <br />Waxes <br />W <br />A <br />a ODW <br />OL�o <br />UWLL-N <br />�U@ <br />L <br />a <br />U) <br />z O <br />a z <br />zZ <br />: <br />z <br />\- <br />Q <br />N <br />'0 <br />�""� <br />LU <br />z <br />O <br />\i' <br />Y <br />R <br />J Lu <br />v' <br />7 <br />Rl <br />LL <br />O O O <br />Lu <br />"— <br />cV <br />0 <br />z<zo <br />Z <br />Eo-o <br />W <br />J <br />rl <br />LLJ <br />LLJ <br />Q <br />69 <br />~ '� a <br />S H 0 <br />LPG <br />0o <br />Q <br />z <br />z <br />< 0 <br />Z <br />az <br />m <br />W <br />Jz <br />�W <br />r-, <br />.--1 <br />a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 7/30/2018 <br />TECH: MJAMES <br />VERSION NO. 4n0 <br />SHEET NO. <br />S5 <br />