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SEE STRUCTURAL NOTES AND TOENAIL W! (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON 1­110A W (18) SIMPSON SP4 w/ (6) 1Od x <br />NAILING SCHEDULE FOR 2"x4" 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL wi 2 16d NAILS SIMPSON H1OA w/ 18 <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) <br />SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE 10d x 1 12" AT EA <br />@ 24" O.C. <br />NAILING SCHEDULE FOR OUTLOOKER <br />@ 24" O.C. <br />TOP CHORD <br />SHEATHING DETAIL <br />OR SHEATHING DETAIL <br />AIL <br />BLOCKING FOR <br />FIRST FOUR <br />ROWS OF <br />45° f <br />24" MAX. <br />TOP CORD BLOCKING 45°± <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />TRUSSES @ <br />SIMPSON H1OA w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)1Od 3" <br />FOR FIRST FOUR ROWS <br />EDGES OF 2x4 CRO 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 />2x8 SYP#2 "L" BRACE TO <br />OF SHEATHING TYPICAL <br />TYPICAL @ RIDGE FASTENED AT <br />BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />o <br />EXTEND AT LEAST 90 /o OF <br />48" O.C. EACH JOINT W/ (3) 10d <br />MAX. & (2)1Od TOE NAILS @ <br />AT LEAST 90% OF WEB <br />A <br />@ 8'-0" O/C. <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. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />SILL <br />1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />BLOCKING <br />— — —) <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 />1/2" CDX PLYWOOD OR 7J16" <br />t:±t <br />--- 1 W-6. <br />— 1 OdX3" @ 3" O/C <br />THROUGH CHORD <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />CORD ATTACHED W/ (2) 16d TOENAILS 7 <br />OSB SHEATHING ATTACHED <br />I I M 4 <br />I <br />w/ 10d NAILS @ 6" O.C. <br />' <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />`• EDGES AND 12" O.C. FIELD <br />2x4 PANEL BLOCKING @ <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 />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 wl (2 <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 />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 />1Odx1 1/2" NAILS AT EA. <br />ALTERNATE SIMPSON MSTAM24 w/ (7)1Od 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 SECTION <br />'� <br />O.C. MAX) w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />GABLE WEB <br />SECTION <br />2 <br />WEB, USE MSTAM36 w/ (7) <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 />BACKNAIL W/ 2 16d NAILS SIMPSON H10Aw/ (18) <br />SIMPSON HGAMII <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 />x <br />SP8 FOR 2x8 WALL) <br />SEE STRUCTURAL <br />NOTES <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />DETAIL <br />F@ 24" O/C <br />2x4 OUTLOOKER @ 24" <br />TOP CORD <br />4" MAX. O.C. (OPTIONAL - SEE <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 />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 <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" 2x BLOCKING <br />W/ (2) 16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />M 2x4 "T" ON TOP OF PANEL <br />SIMPSON <br />HGAIOKT w/ (4)1/4"xi 1/2" <br />1Odx3" @ 4" O/C <br />BLOCKING, FASTEN WITH <br />SDS SCREWS <br />TO TRUSS & (4)1/4"x3" <br />10dx3" @ 4" O/C <br />SDS SCREWS <br />TO PLATES AT 36" O.C. <br />SIMPSON SP2 wI (12)10d <br />2x4 LEDGER (MATCH BOTTOM <br />NAILS AT EACH STUD <br />DBL. TOP PLATE <br />CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) <br />TRUSS) <br />SECTION 3 SECTION 4 <br />SCALE: N.T.S. SCJ SCALE: N.T.S. S5 <br />-REFER TO DETAIL J <br />ON SHEET S5 FOR <br />X-BRACING, AND TOP <br />r r <br />T x <br />N <br />O <br />SEE STRUCTURAL <br />NOTES AND NAILING\117. <br />SCHEDULE FOR <br />1 Od x 1 12" AT EA. <br />OUTLOOKER_\ <br />2x4 OUTLOOKER <br />@ <br />F24" 0/C <br />TOP CORD <br />BLOCKING FOR <br />CHORD BLOCKING <br />_ <br />co °° <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />INFORMATION <br />OF TRUSSES @ <br />2"x4" CROSS BRACE <br />24" MAX. EDGES OF <br />- WOOD TRUSSES <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE AT <br />"L" BRACE TO EXTEND <br />-2x4 RAT RUN BRACING <br />" <br />1 1 2 1 1 2 <br />EACH JOINT W/ (2) <br />() <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 />NAILS @ EA. END <br />GABLE TRUSS <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />AT EA. TRUSS JOINT <br />@ 48" O/C FOR THE <br />(2)16d NAILS <br />OSB SHEATHING ATTACHED <br />" <br />O (3) 2" x 6 LAMINATIONS W/ (2) ROWS OF <br />(2) 2" x4" LAMINATIONS W/ (1) ROW (3) 2" x4" LAMINATIONS W/ 1 ROW <br />FIRST (4} ROWS OF <br />' <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />E ES AND 12" O.C. FIELD <br />BLOCKING <br />2x4 CKIN) <br />BLOCKING @ 24" <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 />O/C 16d <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <br />1 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 41 FOR 4-PLY PROVIDE 1/4" DIA x 51/2" LAG SCREWS OR EQUAL <br />w/ 12)16d TOENAILS <br />M. ONNECTION <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH 2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4" DIA. x 7" LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH 2x4 BLOCKING W/ <br />10dx3" @ 4" 0/C (2)12d TOENAILS <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. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING) ) SECTION g <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />ADDITIONAL INFORMATION. SCALE: N.T.S. S5 SCALE: N.T.S. S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)1 Od PER JOINT <br />IINIMUM 2x OVERLAP TRUSS BRACING <br />;ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />SEE PLAN FOR WOOD TRUSSES <br />10dx3" 0/C <br />OCATIONS) TOENAIL 1 x3 @ 2x4 <br />RUNNERS <br />W/ (2)16d TYPICAL <br />(2)16d PER NAILS <br />JOINT <br />l— CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rT'� <br />SCALE: N.T.S. S5 <br />12 <br />6.9 1 MAX. <br />ALTERNATE NON -DROP I (� <br />GABLE END DETAIL MINIMUM (2)16d PER JOINT MINIMUM 2x4 TRUSS BRACING <br />SCALE: N.T.S. <br />TRUSS BRACING OVERLAP DETAIL rM <br />1 GABLE TRUSS <br />"L" BRACE W/ 1 Od @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />*613 : _s- <br />S5 <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />SCALE: N.T.S. <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 />8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Od <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />z <br />w <br />BRACING w/ (3) 1 Od x 3" AT <br />• EACH CONN. @ 24" O/C <br />SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER <br />1/4"xl 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"x2 3/4" BOND BEAM <br />TITEN TO CMU <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/ 10d NAILS @ 4" 0.C— <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL-6 <br />SCALE: N.T.S. S5 <br />DIAPHRAGI M;�l <br />BLOCKING @ <br />48" 0/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 BOTTOIiii CHORD BRACING 2X4 MIN. <br />LU <br />Uj <br />0 <br />O <br />0 <br />v <br />w q <br />Nt <br />w <br />m o <br />0 �r <br />o <br />0 <br />Cl <br />w <br />Q <br />occ <br />T <br />G <br />9 <br />O <br />"d <br />q <br />cwJ <br />ARCHITECTURAL FINISH NOTE: <br />EXT. WALL CONN. NON -LOAD <br />BEARING LOCATIO (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" - 3'41 <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 />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 1 Odx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KTw/ (4) 1/4"x1 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />i—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 />� t— <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 />M <br />_ O <br />z° <br />z� <br />a <br />V <br />Cn 0 <br />vW <br />CC5 p <br />. U LL, <br />Q � <br />o <br />M <br />U <br />mo <br />LU <br />r-` E <br />N M <br />0)co M <br />190e U <br />s ai <br />O O N <br />I CJ <br />C o <br />¢ <br />�LLoo <br />_ oo <br />0 1 o <br />O� <br />'r) v <br />rn Q o <br />AN <br />N C 8 D C <br />..moo <br />N N <br />H O O N <br />O Z <br />Z LU <br />U) F— . <br />/� <br />LU <br />W LL= a <br /><�;=I <br />Z <br />LLfz � o9, <br />Q <br />W a`�����,=���tid� <br />IV <br />L W.Li <br />FDS�Qclom" <br />"rc J <br />o Lei d: <br />"T <br />� •... • ....c• 'tip, <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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />00 <br />I- <br />za <br />WQ�� <br />Zoo <br />�0Z? <br />awO� <br />O'L N <br />/ \ <br />z <br />e� <br />O <br />xz <br />z <br />z <br />� <br />uJ <br />aC <br />3 <br />L <br />T� <br />Q <br />z <br />O <br />> <br />V.F.■ <br />J Q <br />LI.I <br />u <br />v) <br />(Y) <br />C� <br />z <br />°Oz <br />ao <br />Q <br />0 <br />t <br />O CJ <br />QOa <br />N <br />LL <br />2 a <br />Z¢�¢ <br />N <br />�o- <br />z <br />z <br />N <br />u_ <br />�2,0 <br />LiJ <br />J <br />L r) <br />rl <br />LLI <br />< <br />W <br />57 <br />z <br />z o <br />Y U <br />g�� <br />OR <br />Ch <br />z <br />a o 0 <br />co <br />LLLLn <br />M� <br />w <br />z <br />LU <br />Z <br />- z <br />O <br />T_q <br />ci <br />(n <br />SCALE : AS <br />NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSKI <br />VERSION NO. 10 <br />0 <br />SHEET NO. <br />S5 <br />