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SIMPSON HGAM11 <br />W/ <br />(4)1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & <br />114"x2 3/4" <br />TITEN TO CMU <br />SEE STRUCTURAL NOTES AND TOENAIL W/ (2)16d NAILS SIMPSON H10A w/ (18) BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6)1Od x <br />NAILING SCHEDULE FOR " 1Od 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 wl (2)16d NAILS SIMPSON H10A w/ (18) <br />SHEATHING DETAIL OUTLOOKER7\ OUTLOOKER 006 FOR W L 1 d 1 12" AT EA <br />@ 24" O.C. <br />NAILING SCHEDULE FOR OUTLOOKER <br />TOP CHORD <br />SHEATHING DETAIL <br />24" O.C. <br />@ OR SHEATHING DETAIL <br />BLOCKING FOR <br />FIRST FOUR <br />ROWS OF <br />45° t <br />24 MAX. <br />TOP CORD BLOCKING <br />45°t <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />TRUSSES @ <br />SIMPSON H10A 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" 0/C. CMID HEIGHT <br />OF TRUSSES @ EDGES <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />F2X4KICKER <br />OF SHEATHING TYPICAL <br />TYPICAL RIDGE FASTENED AT <br />@ <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. <br />2x8 SYP#2 "L" BRACE TO <br />48" O.C. EACH JOINT W/ (3) 10d <br />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 />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />2x6 P.T. GABLE TRUSS <br />RIDGE FASTENED AT <br />N H2.5A w/ (10) 8d <br />SILL 1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />FROM L <br />' <br />7/16" OSB SHEATHING <br />& (2)1Od TOE NAILS @ <br />BLOCKING <br />— —I <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 />10dX3" 3" O/C <br />(4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7/16" <br />If <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />7 <br />OSB 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 />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" O/C SPACED <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />„ „ <br />NOTCH L BRACE HERE <br />@ 48" O.C. <br />MOISTURE BARRIER <br />5/81, 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)10dx1 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 />1Odx1 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 <br />SECTION <br />2 <br />WEB, USE MSTAM36 w/ (7) <br />1Od NAILS & (4)1/4"x21/4" SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />TOP <br />2x6 A L, USE <br />SEE STRUCTURAL <br />NOTES 0 x <br />SP8 FOR 2x8 WALL) <br />AND NAILING SCHEDULE <br />FOR SHEATHIN <br />OUTLOOKER <br />DETAIL <br />2x4 OUTLOOKER <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. EDGES OF <br />FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />EACH JOINT W/ (2)1 Od & (2)1 Od <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 />F7/16"OSB <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />(2)16d <br />SHEATHING <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />ATTACHED w/ 10d NAILS <br />W/ 1Od NAILS @ 6" O.C. EDGES <br />AND 12" O.C. FIELD <br />TRUSSES FROM EA. <br />END TYP. TOP & <br />O. 6O.C. EDGES AND 12" <br />O.C. FIELD <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />2 4 "T" ON OF PANEL <br />2x4 PANEL BLOCKING @ 48" 2x BLOCKING W/ (2)16d TOENAILS x <br />O.C. FOR THE FIRST (4) BLOCKING, FASTEN WITH <br />ROWS OF TRUSSES FROM 2x4 "T" ON TOP OF PANEL SIMPSON HGA10KTw/ (4)1/4"x1 1/2"' 1 Odx3" @ 4" O/C <br />EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" <br />BOTTOM ATTACHED w/ (2) 1Odx3" @ 4" O/C SIMPSON SP2 w/ (12)1 Od <br />16d TOENAILS SDS SCREWS TO PLATES AT 36" O.C. <br />2x4 LEDGER (MATCH BOTTOM SDS <br />TOP PLATE NAILS AT EACH STUD <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 />SIMPSON H1OA w/ (18) <br />BACKNAIL W/ (2)16d <br />NAILS 1 Od x 1 12" AT EA. <br />REFER TO DETAIL J <br />r <br />SEE STRUCTURAL--,,,,,OUTLOOKER <br />— <br />ON SHEET S5 FOR <br />r <br />xt <br />NOTES AND NAILING <br />X-BRACING, AND TOP <br />r <br />N <br />SCHEDULE FOR <br />CHORD BLOCKING <br />- <br />00 °° <br />SHEATHING DETAIL <br />INFORMATION <br />2 <br />I' <br />2"x4" CROSS BRACE <br />-WOOD TRUSSES <br />C <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />-2X4 RAT RUN BRACING <br />1 1 2 1 1 2 <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />10d & (2)10d TOE <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />TRUSS SPANS <br />ATTACHED W/ 2 <br />^ <br />`7 �' <br />2x4 PANEL BLOCKING <br />-16d <br />AT EA. TRUSS JOINT <br />tJl !_It <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 />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL „ <br />(D = Q.207" , L = 41/2) OR EQUAL <br />END TYP. TOP & <br />O/C w/ (2)16d <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 />2x4 OUTLOOKER <br />8d @ 6"0/C 2 x 4 BLOCKING w/ (2)1 Od <br />@ 24" O/C <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />[24" <br />TOP CORD <br />O/C (TYP) <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />24" MAX. EDGES OF <br />SHEATHING TYP. <br />"L" BRACE TO EXTEND <br />�AT <br />f <br />LEAST 90% OF WEB <br />A <br />LENGTH (SEE TABLE) <br />x <br />TRUSS <br />0 <br />z <br />'L <br />�GABLE <br />1/2" CDX PLYWOOD OR 7/16" <br />�OSB SHEATHING ATTACHED <br />BRACING w/ (3)10d x 3" AT <br />W/ 1Od NAILS @ 6" O.C. <br />EACH CONN. @ 24" O/C <br />E ES AND 12" O.C. FIELD <br />SIMPSON HGAM1OKTA w/ (4) MOISTURE BARRIER <br />JACK TRUSS <br />1/4"x1 1/2" SDS SCREWS TO <br />SEE PLAN FOR <br />BLOCKING & (4)1/4"x2 3/4" BOND BEAM <br />CONNECTION <br />TITEN TO CMU <br />El 134 <br />El <br />"' [--­ MASONRY WALL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH I— 2x4 BLOCKING W/ <br />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 />EXT. WALL CONN. COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARI G LOCATION D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g <br />= ADDITIONAL INFORMATION. <br />0 <br />0 <br />N <br />15 G 45' <br />I <br />00 <br />MINIMUM 2x <br />CROSS BRACING <br />m <br />(SEE PLAN FOR <br />LO <br />N <br />LOCATIONS) <br />(2)16d PER <br />JOINT <br />0 <br />o L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />' <br />00 CROSS BRACING DETAIL ri <br />l <br />SCALE: N.T.S. <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)1 Od PER JOINT <br />1 Odx3" O/C 2"x4 <br />TOENAIL 6" O/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 />v "L" BRACE W/ 1 Od @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />o 6.9 MAX. AND LOCATION) <br />� <br />E <br />0 <br />S5 <br />x <br />w <br />i <br />S <br />0 <br />6 <br />S5 <br />c� <br />i <br />01 <br />32, <br />CL <br /><d <br />d <br />/ <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />E3 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 />S5 SCALE: N.T.S. S5 <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" 0/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />2x4 BLOCKING 2x4 'IT" 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 J <br />SINGLE "L" BRACING DETAILr6 <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 n I r- CONTINUOUS BOTTW CHORD BRACING 2X4 MIN. <br />III <br />0 <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 />010" - 3'-0" <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 10dx3" NAILS @ 4" 0/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT wl (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 />—"VI, 1. OC"W", <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 />END JACK <br />1 V-0" MAX. <br />✓,y <br />Y CORNER JACK <br />W <br />z <br />x <br />Q <br />U <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) 7' 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 />SCISSOR TRUSS <br />W/ DROP CEILING BRACING DETAIL <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 />C9 <br />Cl) <br />z° <br />z� <br />a. <br />V) 0 <br />(1) <br />C <br />Lu <br />f'CS p <br />•0 W <br />t /) <br />e <br />U <br />�� <br />m <br />f— p <br />g0 <br />C fO M <br />_ <br />0 0 cli <br />00 <br />Y <br />Q� <br />co <br />�Qv <br />M Q d <br />Al I <br />B ®® <br />N•C B D C <br />s <br />=Jl <br />N N <br />6 m <br />Z W Z z <br />z <br />= a <br />o Iw w <br />LN <br />Win y �� G <br />Z S &$¢ 0 <br />Q o <br />m o��, <br />Z � <br />LLW Q <br />J <br />ti-+./�••C) ��'�• C-1 <br />W <br />LU <br />d a a <br />�� ••°a• <br />, jOaa• <br />To the best of the Engineer's 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 />LNR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />0z <br />0 <br />WE <br />zuu <br />a <br />Uz00 <br />oo�0 <br />z U Q Q <br />0 Z. Z <br />Lu <br />.2 00 <br />y N <br />oWo <br />E <br />^ <br />vJ <br />z <br />F_ <br />43t <br />2: <br />`J <br />F <br />-a <br />0 <br />W <br />U <br />= <br />J <br />L J <br />Z <br />Uj <br />F- R F- <br />I- w <br />0 <br />Q <br />v O a <br />N <br />uj <br />< <br />� <br />z <br />Z <br />oWO 0 <br />lL LL. <br />�a-� <br />W <br />J <br />L.ri <br />LLI <br />z <br />�ujLL� <br />o <br />~¢ <br />0 <br />z <br />z <br />�zo <br />�0 <br />oo <br />g <br />= <br />¢ Lu <br />SCALE : AS NOTED <br />DATE : 10/2/2018 <br />TECH: MJAMES <br />VERSION NO. 5ml <br />SHEET NO. <br />S5 <br />ti <br />