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AND BACKNAIL W1 (2) 16d NAILS <br />SEE STRUCTURAL NOTES TOENAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6) 1 Od x <br />NAILING SCHEDULE FOR 1 Od x 1 12" AT EA 2"x4" SEE STRUCTURAL NOTES 10d x 112" AT EA. <br />1 12" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND OUTLOOKER <br />SHEATHING DETAIL <br />OUTLOOKER <br />SP6 FOR 2 <br />6 WALL <br />USE <br />1 Od <br />1 12" AT EA <br />@ 24" O.C. <br />7 <br />NAILING SCHEDULE FOR OUTLOOKER <br />AND NAILING SCHEDULE <br />TOP CHORDO--�� <br />SHEATHING DETAIL <br />@ 24" O.C. FOR SHEATHING DETAIL <br />BLOCKING F <br />R <br />In" <br />zo <br />d <br />FIRST FOUR <br />ROWSOF <br />45' <br />24" MAX. <br />TOP CORD BLOCKING <br />45*± <br />2X4 CONT1" BRACE <br />TOP CORD BLOCKING <br />TRUSSES @ <br />V1 <br />SIMPSON H 1 OA w/ (18) <br />FOR FIRST FOUR <br />FASTENED W1 (2) 10d 3" <br />FOR FIRST FOUR ROWS <br />EDGES OF <br />2x4 CRO S BRACE <br />10d x 1 12" @ EA. <br />ROWS OF 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 />1" BRACE TO EXTEND <br />SHEATHING TYP. <br />2X4 KICKER <br />2x8 SYP#2 1" BRACE TO <br />48" O.C. <br />EACH JOINT W/ (3) 1 Od <br />@ 8'-0" O/C. <br />EXTEND AT LEAST 90% OF <br />MAX. <br />& (2)1 Od TOE NAILS @ <br />/r <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />2x6 P.T. A L SS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />SILL 1/2" CDX PLYWOOD OR <br />EACHJOINTW/(2) 10d <br />11 <br />FROM LEDGER TO <br />F, 7/16" OSI3 SHEATHING <br />. <br />& (2)1 Od TOE NAILS @ <br />BLOCKING <br />ATTACHEDW/10d <br />EA. END <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLETRUSS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />1/2" CDX PLYWOOD OR 7/16" <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 <br />OSB SHEATHING ATTACHED <br />w/ 10d NAILS @ 6 O.C. <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />EDGES AND 12" 0,C. FIELD <br />2x4 PANEL BLOCKING Ca) <br />2x4 "T" ON TOP OF PANEL <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FOR THE FIRST (4) <br />FASTENWITH 10dx3" @4" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH 1" 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 />WEEPSCREED <br />EA. END TYP. TOP & <br />BOTTOM ATTACHED wl (2 <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />S I M PSON H ETA20 w/ (8) 1 Odxl 1/2" NAI LS AT 6-0"' <br />INSTALLED PER MANUF. <br />16d TOENAILS <br />PLATE SPLICES W/ 3/16"x2" 0 PLATE WASHER <br />L SIMPSON HETA20 w/ (8) <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />1 0dx1 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 SECTION <br />O.C. MAX) w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />ri <br />GABLE WEB SECTION <br />r2 <br />WEB, USE MSTAM36 w/ (7) <br />1 Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. <br />SCALE: N.T.S. <br />�, �5 <br />TITEN ON OUTSIDE <br />SIMPSON H1 OA w/ (18) <br />BACKNAIL W/ 2 16d NAILS <br />x , <br />1 <br />x . <br />SEE STRUCTURAL NOTES <br />SP8 FOR 2x8 WALL) <br />OUTLOOKER <br />AND NAILING SCHEDUL E <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />@ 24" O/C <br />F <br />2x4 OUTLOOKER @ 24" <br />24" MAX. O.C. (OPTIONAL - SEE <br />2 MAX. <br />x <br />BLOCKING FOR <br />ELEVATIONS) <br />FIRST FOUR ROWS <br />DOUBLE TOP PLATE <br />OF TRUSSES @ <br />2x4 CROSS BRACE APPROX. 81, <br />2"x4" CROSS BRACE <br />24" MAX. <br />EDGES OF <br />APPROX. 8" FROM <br />FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />-"L" BRACE TO EXTEND <br />EACH JOINT W/ (2) 1 Od & (2) 1 Od <br />EACH JOINT W/ (2) <br />AT LEAST 90% OF WEB <br />TOE NAILS @ EA. END <br />10d & (2) 10d TOE <br />LENGTH (SEE TABLE) <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />GABLETRUSS <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 />NAIL -\ <br />ATTACHED w/ 10d NAILS <br />W/ 1 Od NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />P <br />I <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />O.C. FIELD <br />k <br />(2) 16d NAILS <br />BOTTOM ATTACHED <br />48"A <br />\ <br />2x BLOCKING <br />W/ (2) 16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />1 pq <br />BLOCKING, FASTEN WITH <br />M <br />Ar 2x4 "T" ON TOP OF PANEL <br />1 <br />SIMPSON HGA1 OKT w/ (4) 1/4"xl 1/2" <br />1 Odx3" @ 4" O/C <br />BLOCKING, FASTEN WITH <br />SDS SCREWS TO TRUSS & (4) 1/4"x3" <br />) <br />1 Odx3" @ 4" O/C <br />SDS SCREWS TO PLATES AT 36" O.C. <br />SIMPSON SP2 wl (12) 1 Od <br />I C BOTTOM <br />NAILS AT EACH STUD <br />x <br />( <br />DBL. TOP PLATE <br />CHORD SLOPE OF ADJACENT <br />STUD WALL (SEE TYP. SEC.) <br />TRUSS) <br />SECTION SECTION <br />(S::� <br />SCALE: N.T.S. SCALE! N.T.S. <br />�, �5 S5 <br />( ) <br />10d x 1 12" AT EA. 2x4 OUTLOOKER <br />-REFER TO DETAIL J <br />SEE STRUCTURAL <br />OUTLOOKER 24" O/C <br />r@ <br />ON SHEET S5 FOR <br />x <br />NOTES AND NAILING <br />TOPCORD <br />X-BRACING, AND TOP <br />SCHEDULE FOR <br />x <br />x <br />BLOCKING FOR <br />CHORD BLOCKING <br />INFORMATION <br />c.0 <br />00 <br />00 <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />ill <br />2 <br />2"x4" CROSS BRACE <br />24" MAX, <br />EDGES OF <br />-WOODTRUSSES <br />oo <br />oo <br />I <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />L" BRACE TO EXTEND <br />-2x4 RAT RUN BRACING <br />12" <br />112"' <br />EACH JOINT W1 (2) <br />�_A'T 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 />TRUSS <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING <br />/-GABLE <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 4" LAMINATIONS W/ (1) ROW <br />(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 />W/ 10d NAILS @ 6" O.C. <br />2x4 BLOCKING @ 24" <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />ES AND 12" O.C. FIELD <br />O/C w/ (2) 16d <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 />END TYP. TOP & <br />//--JACK TRUSS <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <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 />w/ (2) 16d TOE NAILS <br />ONNECTION <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />, <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 ANEL-J <br />2x4 "T" ON TOP OF P <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN 9X4 BLOCKING W/ <br />4� 3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2) 16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1 Odx3" @ 4" O/C (2) 12d TOENAILS <br />�0 EXT. WALL CONN. @ <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />T_ <br />NON - LOAD BEARING LOCATION 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 r9 <br />ADDITIONAL INFORMATION. <br />c" <br />C> <br />DO <br />LO <br />SIMPSON HGAM11 <br />W/ <br />(4) 1/4"xl 1/2" SDS <br />SCREWS <br />TO BLOCKING & <br />1/4"x2 3/4" <br />TITEN TO CMU <br />�0_ <br />MINIMUM 2x <br />3 <br />CROSS BRACING <br />(SEE PLAN FOR <br />LOCATIONS) <br />(2) 16d PER <br />JOINT <br />LO <br />I <br />'C"01 CROSS BRACING DETAIL rj__� <br />SCALE: N.T.S. <br />2"X4" OUTILOOKER @ 24" <br />O.C. W/ (2) 1 Od PER JOINT <br />1 Odx3" O/C 2"X�� <br />TOENA 6" O/C <br />RUNNE <br />W/ (2) 1 TYPICAL <br />NAILS <br />IL <br />6dj <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />-an <br />GABLE TRUSS <br />iE <br />"L" BRACE W/ 10d @ 4" O.C. <br />I I <br />tR (SEE SCHEDULE FOR SIZE <br />12 <br />AND LOCATION) <br />6.9 MAX. <br />co 5 <br />E 0 <br />I F1 I <br />MC0 <br />S5 <br />I A -11. F 11h, ji- 11 1� 11 -11. 1 <br />CONT. BEARING <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />SCALE: N.T.S. <br />�5 <br />'--MINIMUM (2)16d PERJOINT \-MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL <br />SCALE: N.T.S <br />6" OVERLAP <br />M <br />S5 <br />"L' BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />WOOD TRUSSES <br />8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od <br />TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />1 <br />I v <br />z <br />.1 \\-BRACING w/ (3) 10d x3" AT <br />EACH CONN. @ 24" O/C <br />SIMPSON HGAM1 OKTA w/ (4) <br />-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 2x4'7"BLOCKING <br />@ 48" O.C. 16d NAIL <br />111� <br />"L" BRACE <br />ATTACHED W/ <br />1 Od NAILS @ 4" <br />O.C. TYPICAL <br />GABLE TRUSS WEB <br />Al <br />DOUBLE 1" BRACING DET Lr5 <br />SCALE: N.T.S. S5 <br />2x4 "T" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />1" BRACE ATTACHED 16d NAIL <br />W1 1 Od NAILS @ 4" 0. <br />W <br />L <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE 1" BRACING DETAI <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />48" O/C <br />I GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"x8" 1" BRACE <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACE(;) <br />AS PER HIB 91 SCALE: N.T.S. <br />20'-0" MAX 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 I CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. <br />LU <br />- <br />— <br />— <br />. <br />— <br />. <br />Lu <br />C? <br />9 <br />z <br />W <br />W <br />M <br />< 9 <br />0 ;r <br />9 <br />9 <br />;t <br />ULj <br />.- <br />C) <br />9 <br />�_> <br />< <br />= <br />C) <br />— <br />1 <br />1 <br />1 <br />1 <br />. <br />. <br />I <br />sju <br />ARCHITECTURAL FINISH NOTE: <br />' <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 />1" BRACING REQUIREMENTS <br />STUD <br />SPACING <br />NO <br />1" BRACE <br />(1) 2"x4" (U.N. 0.) <br />1" BRACE <br />2"x6" (U.N.O.) <br />1" 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 />NOTE: <br />11)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 HGA1 OKT W/ (4) 1/4"X1 1/2" SIDS <br />GABLE END BRACING DETAIL SCALE: 3/4"=1'-Y' <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 />ENDJACK <br />1 V-0" MAX. <br />LU <br />CORNERJACK <br />CL <br />z <br />0 <br />HIP FRAMING REFERENCE PLAN <br />1) SEE TRUSS MANUFACTURER <br />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 />REQUIRED MINIMUM PERMANENT TRUSS BRACING PLAN <br />BRACING PROVIDED IT EXTENDS OVER AT LEAST 90% OF THE WEB. <br />AS PER BCSI 1-13 <br />SCISSOR TRUSS <br />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <br />in. <br />F <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 />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 />!P <br />CD <br />C�- <br />(.0 <br />< <br />r% <br />0 <br />71, <br />4--J u <br />0 LU <br />Ln <br />V) <br />E <br />0 <br />ru <br />2 <br />-2 C:) <br />M �� <br />LU <br />E <br />' 8 <br />a) Cn <br />0) . cO <br />C CO <br />co -0 co <br />sky M aj <br />0 I= " <br />0 C�. <br />r: U_ co <br />'5 C6!?, <br />0 3e F_ <br />0 <br />< (M <br />W OL CS <br />U-3 0 ZS <br />;r 0- <br />6 <br />8 D_ <br />D c <br />Nv <br />/r <br />70 7 <br />':� A <br />'0 <br />LU I-D C-1 :z! Z6 <br />_N <br />U, 14 C' 75 4� <br />— U_ <br />'M <br />LL1 <br />z 0 12, T <br />0 co <br />0 � E� <br />Z c-) <br />WL <br />LU <br />'A0 <br />C0 <br />E N <br />< *e- CN': <br />1. <br />Ci <br />-* <br />F�_o <br />4� <br />... <br />........ <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 Horde Building Code - <br />Residential 6th Edition. Engineers signature and seal is only for <br />the structural engineedng portions of the drawing pages bearing <br />Engineers signature and seal. <br />L E F+#J F*+J A R <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />�3 <br />CZ <br />Lu <br />zg <br />8 0 <br />z I., 0<� <br />OR zz <br />ff <br />0 C, <br />< <br />8 m <br />a) <br />a- <br />co <br />zz <br />0z <br />2: U <br />> <br />iRz <br />_j <br />z <br />-0 <br />T--i <br />LU <br />0 <br />0 <br />0 <br />�z <br />U <br />-F <br />0 <br />H <br />8 z <br />- <br />U5 <br />< <br />0 0.: <br />LL. <br />z <br />Z <br />UY <br />W <br />_j <br />Lr) <br />r-q <br />Lij <br />Lij <br />cl,!j z 8 <br />Ln <br />00 <br />z <br />z <br /><< 0 <br />::, V, <br />Z <br />Cez <br />(n 0 <br />V) <br />0 <br />06 <br />:5 <br />x: <br />:j <br />1z <br />Lu <br />x <br />rn <br />T-4 <br />LO <br />SCALE AS NOTED <br />DATE 3/7/2018 <br />TECH: IMUROSKI <br />VERSION NO. <br />400 <br />SHEET NO. <br />S5 <br />U <br />E <br />