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SIMPSON HGAM11 <br />W/ <br />(4)1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (i <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 SIMPSON H10A w/ 18) <br />NAILING SCHEDULE FOR TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) 1 Od x 1 12" AT EA. ( SIMPSON SP4 w/ (6)1 Od x <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 AT EA STUD (USE BACKNAIL w/ (2)16d NAILS SIMPSON H10A w/ (18) <br />SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d 1 12" AT EA <br />@ 24" O.C. <br />7 <br />NAILING SCHEDULE FOR OUTLOOKER <br />AND NAILING SCHEDULE <br />TOP CHORD <br />SHEATHING DETAIL <br />24" O.C. <br />@ FOR SHEATHING DETAIL <br />BLOCKING FOR <br />FIRST FOUR <br />ROWS OF <br />45' ± <br />24" MAX. <br />TOP CORD BLOCKING <br />45°± <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />TRUSSES @ <br />SIMPSON H10A w/ (18) <br />FIRST <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d 3" <br />FOR FIRST FOUR ROWS <br />EDGES OF <br />2x4 CR0 BRACE <br />10d x 1 12" @ EA. <br />ROWS TRUSSES @ <br />AT 24" O/C. CMID HEIGHT <br />OF TRUSSES @ EDGES <br />SHEATHING <br />APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />OF SHEATHING TYPICAL <br />TYPICAL @ <br />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. <br />EACH JOINT W/ (3) 10d <br />@ 8'-0" 0/C. <br />EXTEND AT LEAST 90% OF <br />MAX. <br />& (2)1 Od TOE NAILS @ <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />` <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />2x6 P.T. GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />SILL 1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />' <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />BLOCKING <br />-j <br />ATTACHED W/ 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 />1 OdX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7/16" <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />1 SHEATHING ATTACHED <br />10d NAILS 6" O.C. <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ <br />w/ @ <br />EDGES AND 12" O.C. FIELD <br />2x4 "T" ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />FASTEN WITH 10dx3" @ 4" 0/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />@ 48" O.C. <br />MOISTURE BARRIER <br />5!8" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. <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" 0!C ALIGNED WITH <br />STRAP MISSED VERTICAL <br />SECTION <br />O.C. MAX) w/ MIN. 4" <br />ri EMBEDMENT IN KO BLOCK <br />GABLE WEB <br />SECTION <br />WEB, USE MSTAM36 w/ (7) <br />2 <br />1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />Wi 2 TOENAILS <br />SEE STRUCTURAL <br />NOTES <br />SP8 FOR 2x8 WALL) <br />AND NAILING SCHEDULE <br />OUTLOOKER <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />DETAIL @ 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. 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/ (2) <br />AT LEAST 90% OF WEB <br />/ <br />10d & (2)10d TOE <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 7/16" OSB SHEATHING <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS 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 />16d <br />2x4 "T" ON TOP OF PANEL <br />2x4 PANEL BLOCKING @ 48" 2x BLOCKING ( )if <br />O.C. FOR THE FIRST (4) BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON HGAIOKT w/ (4) 114"x1 1/2" <br />EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" <br />BOTTOM ATTACHED w/ (2) 10dx3" @ 4" 0/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od <br />16d TOENAILS 2 4 LEDGER MATCH BOTTOM NAILS AT EACH STUD <br />SIMPSON H1 OA w/ (18) <br />BACKNAIL W/ (2) <br />16d NAILS 1Od x 1 12" AT EA, <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />TL <br />N r <br />SEE STRUCTURAL <br />OUTLOOKER <br />X-BRACING, AND TOP <br />T co"' <br />NOTES AND NAILING <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />INFORMATION <br />CD`° Co <br />SHEATHING DETAIL <br />111,2 1/ ". <br />2"x4" CROSS BRACE <br />-WOOD TRUSSES <br />- <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />-2X4 RAT RUN BRACING <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />1 2 <br />10d & (2)10d TOE <br />BOTT. CHORD FOR 4 <br />TRUSS SPANS <br />NAILS @ EA. END <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING <br />AT EA. TRUSS JOINT <br />„ „ <br />(2) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 4 LAMINATIONS W/ (1) ROW (3) 2 x 6 LAMINATIONS W/ (2) ROWS OF <br />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />(2)16d NAILS <br />2x4 BLOCKING 24" <br />@ <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />- <br />TRUSSES FROM EA. <br />O/C w/ (2) 16d <br />(D 0.148 , L = 3) OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 4 1/2") OR EQUAL <br />END TYP. TOP & <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <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 />w/ (2) 16d TOENAILS <br />MASONRY WALL <br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />2x4 "T" ON TOP OF PANEL <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 />x ( DBL. TOP PLATE <br />CHORD SLOPE OF ADJACENT <br />TRUSS) STUD WALL (SEE TYP. SEC.) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />2x4 OUTLOOKER <br />@ 24" 0!C <br />TOP CORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />" MAX. EDGES OF <br />SHEATHING TYP. <br />- L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />r-GABLE TRUSS <br />r1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. <br />E ES AND 12" O.C. FIELD <br />JACK TRUSS <br />SEE PLAN FOR <br />CONNECTION <br />Ut- I hit LAJ I LAMINA I IUN (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH I— 2x4 BLOCKING W/ <br />1 Odx3" @ 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 <br />B.U.C., SAME NUMBER OF ROWS, SAME SPACING) D ) <br />SEE TYP. WALL SECTION FOR SCALE:3/4"=1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g <br />S5 <br />ADDITIONAL INFORMATION. <br />CI O <br />N <br />�I LO <br />►m <br />00 <br />MINIMUM 2x <br />CROSS BRACING <br />a <br />(SEE PLAN FOR <br />LOCATIONS) <br />(2)16d PER <br />JOINT <br />L- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. <br />^SEE M/S5 <br />�I CROSS BRACING DETAIL J <br />ISCALE: N.T.S. S5 <br />°0 12 <br />6.9 MAX. <br />a <br />o I <br />LZ <br />2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT <br />1 Odx3" O/C @J 2"x4' <br />TOENAIL 6" 0/C RUN <br />W/ (2)16d TYPICAL <br />NAILS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />1 GABLE TRUSS <br />"L" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />S5 <br />r` r \-CONT. BEARING u <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 />SCALE: N.T.S. SCJ <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES 6" OVERLAP <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 />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 />z <br />w <br />BRACING w/ (3)1 Od x 3" AT <br />\- <br />• EACH CONN. @ 24" O/C <br />MOISTURE BARRIER <br />BOND BEAM <br />MASONRY WALL <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />1Od 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/ 1 Od NAILS @ 4" O.C, <br />TYPICAL <br />GABLE TRUSS WEB -� <br />SINGLE "L" BRACING DETAIL/ 6 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/C GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" "L" BRACE J <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. <br />d <br />----w <br />— <br />— <br />— <br />� <br />0 <br />o <br />0 <br />z o <br />w , <br />'v <br />< 0 <br />o <br />' <br />0 <br />d <br />w <br />Q <br />� <br />o <br />b <br />o <br />o <br />d— <br />w <br />ARCHITECTURAL FINISH NOTE: <br />EXT. WALL CONN. a@ NON - LOAD <br />BEARING LOCATION (UNEVEN CLG.) <br />rE <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 <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 />3'4" - 6-0" <br />6 4' & 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"xl 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />/--GABLE TRUSS <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 />SIMPSON SP2 w/ (12) <br />10d NAILS AT EACH <br />STUD <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 />0 V <br />z ch <br />— o <br />z04z <br />a <br />V) 0 <br />4--J w <br />C6 p <br />.0 <br />w <br />0 LU <br />Ln <br />o <br />U <br />o M <br />m <br />Ll_t <br />oc' <br />N M <br />co cMi <br />— V <br />= g? <br />N -0 co <br />0 <br />ui <br /><0 <br />t <br />o-o <br />=tom <br />(n-00 <br />o Q o <br />A ® <br />B D® <br />N C B D C <br />N N <br />.w O coW <br />ECN <br />- C r7 <br />a �LLCD w " <br />W <br />V ; � <br />W Q E <br />Z C 2¢ <br />m <br />t; ILA oo m <br />R t6 <br />Z <br />A <br />� <br />W N Q M G. <br />U o <br />l� S <br />w <br />0h O� <br />U <br />°• <br />�'°• •. E LID <br />'••.....•••'���. <br />O�ESS,d <br />'`'fiPrltrrrrlllt�►�t`t�� . <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. 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 />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www. LennarTampa.com <br />Oz <br />0 <br />�o <br />zg <br />W Q � <br />�400 <br />z <br />�ozZ <br />�O— W <br />Co <br />Co <br />LL <br />A <br />V W N <br />8Vo <br />Q <br />^L, <br />W <br />' ^ <br />v, <br />z O <br />V <br />5Z <br />H <br />Q <br />z <br />O <br />-0 <br />� <br />a <br />J W <br />T <br />i <br />0 <br />z <br />0 <br />M =, <br />J <br />�o <br />0 <br />Q <br />vwa <br />zg�� <br />fV <br />�-�— <br />w LU a <br />a Q w <br />�o�o <br />Z <br />z <br />000 <br />LU <br />L 0 <br />Lij <br />21 <br />Z <br />J <br />rl <br />Ll.J <br />Ala-°�v <br />a <br />� <br />�- <br />� <br />Q <br />a <br />z <br />o' < <br />z <br />Rz <br />i00 <br />n <br />O <br />z <br />W <br />aW <br />rn <br />� <br />0- <br />V) <br />o <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. 4wO <br />SHEET NO. <br />S5 <br />Ill 1 1. 1 I Iluito:IliiSttihit h,IfH,d,�='S ,l I_GII'.i i i <br />