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SEE STRUCTURAL NOTES AND TOENAIL W/ (2) 16d NAILS BACKNAIL W/ (2) 16d NAILS SIMPSON H1 OA w/ (18) BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) SIMPSON SP4 w/ (6) 10d x <br />NAILING SCHEDULE FOR 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 112" AT EA Zx4" SEE STRUCTURAL NOTES 1 Od x 112" AT EA. 112" AT EA STUD (USE BACKNAIL w/ (2) 16d NAILS SIMPSON H1 OA w/ (18) <br />OUTLOOKER <br />SHEATHING DETAIL <br />OUTLOOKER <br />SP6 FOR 2 <br />6 WALL <br />USE <br />" <br />S'MP' <br />10d x I <br />@ 24" O.C. <br />7 <br />OUTL( <br />NAILING SCHEDULE FO OUTLOOKER <br />R <br />AND NAILING SCHEDULE <br />nq 24" 0. C. <br />T OPCHORDOR�— 11�_ <br />SHEATHING DETAIL <br />FOR SHEATHING <br />DETAIL <br />BLOCKING F <br />FIRST FOUR <br />ROWSOF <br />45* ± <br />- <br />TOP CORD BLOCKING 45 ± <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />TRUSSES @ <br />1 OA w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2) 1 Od 3" <br />FOR FIRST FOUR ROWS <br />EDGES OF 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 APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />OF SHEATHING TYPICAL <br />TYPICAL@ RIDGEFASTENEDAT <br />1" BRACE TO EXTEND <br />X4 K KERN <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 1" BRACE TO <br />48" O.C. EACH JOINT W/ (3) 1 Od <br />AT LEAST 90% OF WEB <br />@ 8'-0" O/C. <br />@ 8,_O��O/C. <br />EXTEND AT LEAST 90% OF <br />MAX. & (2)10d TOE NAILS @ <br />/r LENGTH (SEE TABLE) <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />EA. END @ 48" O.C. <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />2x6 P.T. <br />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) 1 Od I <br />FROM LEDGER TO <br />7/16"OSB SHEATHING <br />F,NAILS <br />& (2)10d TOE NAILS @ <br />BLOCKING <br />ATTACHED W/ 10d <br />EA.END <br />@ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />I <br />[��1/2" <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 />CDX PLYWOOD OR 7/16" <br />THROUGH CHORD <br />CORD ATTACHED W/ (2) 16d TOENAILS <br />OSB SHEATHING ATTACHED <br />1 Od NAILS 6" 0. C. <br />IN 1'0 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ @ <br />EDGES AND 12" O.C. FIELD <br />2x4 PANEL BLOCKING @ <br />2x4 "T" ON T6P OF PANEL BLOCK <br />WEEPSCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FOR THE FIRST (4) <br />FASTEN WITH 1 Odx3" @ 4" O/C SPACED <br />INSTALLED PER MANUF. <br />74" 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 />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) 10dxl 1/2" NAILS AT <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 />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 <br />SECTION <br />O.C. MAX) w/ MIN. 4" <br />EMBEDMENT IN KO BLOCK <br />GABLE WEB <br />SECTION <br />rT� <br />WEB, USE MSTAM36 w/ (7) <br />10d NAILS & (4)1/4"x2 1/4" SCALE: N.T.S. <br />� �5 <br />SCALE: N.T.S. <br />TITEN ON OUTSIDE <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 />BACKNAIL W/ (2) 16d NAILS <br />REFER TO DETAIL J <br />SEE STRUCTURAL <br />ON SHEET S5 FOR <br />co <br />M <br />NOTES AND NAILING <br />X-BRACING, AND TOP <br />SCHEDULEFOR <br />CHORD BLOCKING <br />;0 <br />00 <br />SHEATHING DETAIL <br />INFORMATION <br />It <br />2"x4" CROSS BRACE <br />WOOD TRUSSES <br />00 <br />00 <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 />10d & (2) 10d TOE <br />BOTT. CHORD FOR 4 <br />NAILS @ EA. END <br />TRUSS SPANS <br />2x4 PANEL BLOCKING <br />ATTACHED W/ 2 -16d <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 />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />2x4 BLOCKING @ 24" <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 />O/C w/ (2) 16d <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SIMPSON H10A w/ (18) <br />x , <br />SEE STRUCTURAL NOTES 1 Od x 1 12 AT EA. <br />SP8 FOR 2x8 WALL) <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER <br />FOR SHEATHIN9 <br />' <br />DETAIL <br />@ 24" O/C <br />I-X <br />2x4 OUTLOOKER @ 24" <br />TOPCORD <br />'_1 <br />O.C. (OPTIONAL - SEE <br />4" MAX. <br />x 6 <br />v <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. <br />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 />mot <br />L" BRACE T 0 EXTEND <br />/-A'T <br />TOE NAILS @ EA. END <br />EACH JOINT W/ (2) <br />LEAST 90% OF WEB <br />10d & (2) 10d TOE <br />EE TABLE) <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />IQQ <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 />IL —\ <br />ATTACHED wl 1 Od 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 />1"-4u',�(2)16d <br />NAILS <br />BOTTOM ATTACHED <br />48"� <br />BLOCKING <br />W/ (2) 16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />1�2x <br />BLOCKING, FASTEN WITH <br />M <br />2x4 "T" ON TOP OF PANEL <br />SIMPS6N 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"xW <br />) <br />1 Odx3" @ 4" O/C <br />SDS SCREWS TO PLATES AT 36" O.C.. <br />SIMPSON SP2 w/ (12) 1 Od <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 LL SECTION <br />SCALE: N.T.S. �, �5 SCALE: N.T.S. �5 <br />1 Od x 112" AT EA. <br />2x4 OUTLOOKER <br />OUTLOOKER <br />@ 24" O/C <br />r <br />TOPCORD <br />x <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 LEAST 90% OF WEB <br />lo <br />LENGTH (SEE TABLE) <br />/-GABLE TRUSS <br />1/2" CDX PLYWOOD OR 7/16" <br />(2) 16d NAILS <br />OSB SHEATHING ATTACHED <br />W/ 1 Od NAILS @ 6" O.C. <br />ES AND 12" O.C. FIELD <br />JACK TRUSS <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 w/ (2) 16d TOENAILS CONNECTION <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />EL-J <br />(SPACE AS SHOWN FOR 3-PLY) I I _. <br />ARCHITECTURAL FINISH 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 2x4 "T" ON TOP OF PAN <br />OF THE LAST LAMINATION BLOCKING, FASTEN WITH 172x4 BLOCKING W/ <br />1063" @ 4" O/C (2) 12d TOENAILS Ll . -,' �L'l <br />V <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. @ 1q, <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF f <br />ck: NON - LOAD BEARING LOCATION B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />rD <br />SECTION <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" V-0 .0's TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />ADDITIONAL INFORMATION. <br />C'4 <br />1`3 <br />MINIMUM 2x <br />CROSS BRACING <br />LO <br />(SEE PLAN FOR <br />P_ <br />LO <br />C14 <br />LOCATIONS) <br />(2) 16d PER <br />CD <br />_v JOINT <br />V4 <br />gel I i 11 i <br />CONTINUOUS BOTTOM CORD BRACING 2"X4" MIN. SEE M/S5 <br />C' "I CROSS BRACING DETAIL <br />SCALE: N.T.S. <br />2"X4" OUTLOOKER @ 24" <br />O.C. W/ (2) 1 Od PER JOINT <br />10dx3" O/C @-/ <br />TOENA 6" O/C 2"X4'-�') <br />IL RUNNE <br />W/ (2) 16dj TYPICAL <br />NAILS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />GABLETRUSS <br />1" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />CD <br />6.9 MAX. <br />E <br />12 <br />-2 <br />0 <br />S5 <br />\-CONT. 13"EARING <br />'G A11BLE END BRAC`ING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />M <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />SCALE: N.T.S. <br />�5 <br />OVERLAP TRUSS BRACING <br />6" OVERLAP <br />AT LEAST TWO TRUSS SPACES <br />\-MINIMUM (2) 16d PER JOINT <br />\-MINIMUM 2X4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL M <br />SCALE: N.T.S. S5 <br />1" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C <br />WOOD TRUSSES <br />SIMPSON HGAM1 OKTA w/ (4) <br />1/4"xl 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 />0 <br />BRACING w/ (3) 1 Od x 3" AT <br />EACH CONN. @ 24" O/C <br />\\\\,-MOISTURE BARRIER <br />: \ <br />\--BOND BEAM <br />MASONRY WALL <br />2x4 BLOCKING—.,-, --2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />ATTACHED W/ <br />O.C. TYPICAL <br />10d NAILS @ 4- <br />1" BRACE <br />GABLE TRUSS EB7)t <br />DOUBLE "L" BRACING DETAIL <br />SCALE: N.T.S. S5 <br />2x4 BLOCKING @ <br />2x4'T'BLOCKING <br />48" O.C. <br />16d NAIL <br />1" BRACE ATTACHED <br />W/ 10d NAILS @ 4" 0. <br />TYPICAL <br />:W <br />4� <br />GABLE TRUSS WEB <br />SINGLE 1" BRACING DETAILr6 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />481� O/C <br />/-GABLE TRUSS <br />TRUSS VERTICAL <br />(2) 2"ff' 1" BRACE <br />FASTENED WITH (3) <br />16d PER SIDE <br />SCISSOR GABLE "T" BRACIE(7 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 CONTINUOUS BOTTO� CHORD BRACING 2X4 MIN. <br />M <br />NOTE: <br />ARCHITECTURAL FINISH <br />EXT. WALL CONN. @ NON - LOAD <br />BEARING LOCATION (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.O.) <br />"L" BRACE <br />2"X6" (U.N.O.) <br />1" BRACE <br />24" <br />0-0- - T-O" <br />T-O" - 64' <br />6'-0" & GREATER <br />SCISSOR GABLE (1) 2'W" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2"x8" FULL HEIGHT @ DIAPHRAGM BLOCKING <br />NOTE: <br />1) 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 HGA10KT w/ (4) 1/4"xl 112"SDS <br />SCREWS TO TRUSS& (4)1/4"x3"SDS SCREWS <br />TO PLATES (TYP.) <br />/--GABLE TRUSS <br />DBL. TOP PLATE \�STUDS @ 16- O.C. <br />CONT. BEARING <br />GABLE END BRACING DETAIL SCALE: 3/4"=V-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 />ENDJACK <br />1 V-0" MAX. <br />Cr <br />W <br />Ir <br />CORNERJACK <br />cr_ <br />W <br />z <br />0 <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 />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 />U �j <br />CD V <br />0 <br />- <br />C> <br />C) <br />(0 <br />93 <br />< <br />--- j <br />Ln CD <br />C-1 <br />I_u <br />Ln <br />t-n <br />0 CD� <br />C14 <br />I0 <br />(D CO <br />Im Co <br />r_ M co <br />_M -0 Cn <br />.1 " <br />0 <br />-r- a: co <br />$ <br />C__ 1 <br />-5 - co <br />0 fz- <br />,r 0 <br />C, <br />N� <br />a< 6 <br />MD. <br />.1 C B D C <br />Nr <br />42 U) is C'� <br />Lu -:2 L-� Z6 <br />U) <br />Uj <br />CH -E <br />",St C,� <br />lum I - <br />-7;7,2, 0 <br />.< <br />WWFD��G.CJQ4 <br />r,,,; ""0 <br />C;�.60 <br />_\0 <br />C'.,\0 <br />0110 <br />To the best of the Engineers knowledge, information and belief, <br />the structural plans and specifications contained within these <br />drawings complywith 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 />Engineer's signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />�5 <br />OZ <br />0 <br />zg <br />z <br /><x <br />2: <br />< <br />LU cr <br />U400 <br />U U <br />Roe <br />N, g j <br />Wz <br />1z I <br />0. <br />uj <br />0 Ce <br />L_ <br />ai <br />zz <br />!z 8 <br />zz <br />> <br />z <br />cy- <br />< <br />143- <br />qj <br />0 <br />0 <br />U <br />0 <br />< <br />Ln <br />cr <br />U— <br />r.4 <br />gZ, <br />00� <br />Z <br />z <br />LU <br />In <br />'E <br />&C <br />< � 0,� <br />< <br />z <br />§0<Z8 <br />Z <br />0 <br />6 <br />Z <br />:5 <br />LU <br />V) <br />1z <br />LU <br />SCALE AS �OTED' <br />DATE 4/12/2019 <br />TECH: JBIERCHAL <br />VERSION No. 5ol <br />SHEET NO. <br />S5 <br />