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SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2) 16d <br />NAILS <br />BACKNAIL W/ (2)16d NAILS <br />SIMPSON H1 OA w/ (18) <br />BACKNAIL w/ (2)16d NAILS SIMPSON H1 OA w/ (18) <br />SIMPSON SP4 w/ 6 10d x <br />( ) <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER7 <br />SEE STRUCTURAL NOTES AND 1Od x 1 12" AT EA. <br />„ „ 1Od x 1 12" AT EA. <br />2x4 SEE STRUCTURAL NOTES <br />OUTLOOKER <br />�� <br />1 12 AT EA STUD (USE <br />BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) <br />@ 24" O.C. <br />NAILING SCHEDULE FQR OUTLOOKER <br />OUTLOOKER AND NAILING SCHEDULE <br />SP6 FOR 2x6 WALL, USE <br />SEE STRUCTURAL NOTES 1Od x 1 12" AT EA. <br />TOP CHORD <br />SHEATHING DETAIL <br />@ 24" O.C. FOR SHEATHING <br />DETAIL <br />SP8 FOR 2x8 WALL) <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER <br />BLOCKING FOR :• <br />FOR SHEATHIN DETAIL <br />@ 24" O/C <br />FIRST FOUR <br />ROWS OF <br />45° ± <br />24" MAX. <br />TOP CORD BLOCKING 45°± <br />" �� <br />2X4 CONT L BRACE <br />TOP CORD BLOCKING <br />2x4 OUTLOOKER @ 24" <br />O.C. (OPTIONAL -SEE <br />TOP CORD <br />TRUSSES @ <br />SIMPSON H10A w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ 2 10 <br />() d 3" <br />FOR FIRST FOUR ROWS <br />4rr MAX.LOCKING <br />ELEVATIONS) <br />FOR <br />FIRST FOUR ROWS <br />EDGES OF 2x4 CROSSBRACE <br />10d x 1 12" EA. <br />@ <br />ROWS OF TRUSSES @ <br />AT 24" O/C. CMID HEIGHT <br />OF TRUSSES @ EDGES <br />OF TRUSSES @ <br />SHEATHING APPROX, 8" FROM <br />OUTLOOKER <br />EDGES OF <br />"L" <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2"x4"CROSS BRACE 24" <br />MAX. EDGES OF <br />TYPICAL @ RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 BRACE TO <br />2x4 CROSS BRACE APPROX. 8" <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />48" O.C. EACH JOINT W/ 3 10d <br />MAX. & (2)10d TOE NAILS 1 <br />AT LEAST 90% OF WEB <br />2x4 CROSS BRACE @ 8'-0" O/C. <br />EXTEND AT LEAST 90% OF <br />WEB LENGTH & NOTCH AT <br />FROM RIDGE FASTENED AT <br />EACH JOINT W/ (2)10d & (2) 10d <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />• <br />EA. END 48" O.C. <br />�° <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />TOE NAILS EA. END <br />@ <br />EACH JOINT W/ (2) <br />10d & (2) 10d TOE <br />AT LEAST 90% OF WEB <br />2x6 P.T. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />2x FRAME WALL (SEE WALL <br />NAILS EA. END <br />@ <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />SILL <br />1/2" CDX PLYWOOD OR <br />1/16" <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />SECTION FOR SIZE & SPACING) <br />' <br />J <br />OSB SHEATHING <br />& 2 10d TOE NAILS @ <br />() <br />BLOCKING <br />2x4 PANEL BLOCKING <br />„ <br />1/2 CDX PLYWOOD OR <br />ATTACHED W/ 10d <br />EA. END <br />: <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />(2) 16d <br />7/16" OSB SHEATHING <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALL BOARD <br />GABLE TRUSS <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />ATTACHED w/ 10d NAILS <br />AND 12" O.C. FIELD <br />2"x4" PANEL BLOCKING @ 48" O.C. FOR THE FIRST <br />W/ 10d NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />@ 6" O.C. EDGES AND 12" <br />10dX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />O.C. FIELD <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />6" O.C. <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />"T" <br />"T" <br />INTO 2" 6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />wl 10d NAILS @ <br />EDGES AND 12" O.C. FIELD <br />2x4 PANEL BLOCKING @ 48" <br />2x BLOCKING <br />W/ (2)16d TOENAILS <br />If <br />2x4 ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />2x4 ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FOR THE FIRST (4) <br />1Odx3" @ 4" O/C <br />FASTEN WITH 10dx3" @ 4" 0/C SPACED <br />@ 48 O.C. <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH L BRACE HERE <br />ROWS OF TRUSSES FROM <br />2x4 "T" ON TOP OF PANEL <br />„ <br />SIMPSON HGAIOKT w/ 4 1/4 x1 1/2" <br />() <br />MOISTURE BARRIER <br />„ „ „ " <br />5/8 x 10 J BOLT @ 48 O.C. <br />WEEP SCREED <br />EA. END TYP. TOP & <br />BOTTOM ATTACHED w/ (2) <br />BLOCKING, FASTEN WITH <br />1 Odx3" @ 4" O/C <br />SDS SCREWS TO TRUSS & (4) 1/4 x3 „ <br />SIMPSON SP2 w/ (12)1Od <br />5/8"x 10" "J" BOLT 32" O.C. MINIMUM 6" FROM <br />@ <br />SIMPSON HETA20 w/ (8)1 Odx1 1/2" NAILS AT 6'-0" <br />INSTALLED PER MANUF. <br />16d TOENAILS <br />2x4 LEDGER (MATCH BOTTOM <br />SDS SCREWS TO PLATES AT 36" O.C. <br />NAILS AT EACH STUD <br />PLATE SPLICES W/ 3/16"x2" PLATE WASHER SIMPSON HETA20 w/ (8) O.C. MAX w/ MIN. 4 EMBEDMENT IN KO BLOCK - MOISTURE BARRIER DBL. TOP PLATE <br />1Odx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7) 1 Od NAILS CHORD SLOPE OF ADJACENT NOTE: IF EMBEDDED TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" 0/C ALIGNED WITH TRUSS) STUD WALL (SEE TYP. SEC.) <br />STRAP MISSED VERTICAL O.C. MAX} w/ MIN. 4" GABLE WEB <br />SECTION �EMBEDMENT IN KO BLOCK SECTIONLL SECTION 3 SECTION 4 <br />WEB, USE MSTAM36 w/ (7) <br />1Od NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. <br />TITEN ON OUTSIDE S5 SCALE: N.T.S. S5 S5 S5 <br />SIMPSON H10A w/ (18) <br />BACKNAIL W/ (2)16d NAILS 1 Od x 1 12" AT EA. <br />2x4 OUTLOOKER <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />f r <br />SEE STRUCTURAL <br />OUTLOOKER <br />@ 24" O/C <br />X-BRACING, AND TOP <br />r co• <br />NOTES AND NAILING <br />TOP CORD <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />BLOCKING FOR <br />INFORMATION <br />;0 <br />`° <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />1 1 ' 1/ • <br />2"x4" CROSS BRACE <br />24" MAX. EDGES OF <br />WOOD TRUSSES <br />60 60 <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />RAT RUN BRACING <br />t12 x2x4 <br />EACH JOINT W/ (2) <br />AT LEAST 90 /o 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 />`7u►� <br />NAILS @ EA. END <br />GABLE TRUSS <br />-- <br />-- TRUSS SPANS4 <br />ATTACHED W/ 2 -16d <br />PANEL <br />2xBLOCKING <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 (3) 2' x 4 LAMINATIONS W/ (1) ROW (3) 2' x 6 LAMINATIONS W/ (2) ROWS OF <br />@ 48" 0 C OR THE <br />FIRST (4) ROWS OF <br />(2 ) 16d NAILS <br />W/ 1Od NAILS @ 6 O.C. <br />SIMPSON HGAM10KTA <br />2x4 BLOCKING @ 24° <br />OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRS <br />E NAIL <br />TRUSSES FROM EA. <br />E ES AND 12" O.C. FIELD <br />W/ <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 = 41/2") OR EQUAL <br />END TYP. TOP & <br />JACK TRUSS <br />(4) 1/4"xi 1/2" SDS <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <br />SCREWS <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 TOENAILS <br />CONNECTION <br />TO BLOCKING & 4 <br />() <br />MASONRY WALL <br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />1/4"x2 3/4" <br />TITEN TO CMU <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 "T" ON TOP OF PANEL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) <br />BLOCKING, FASTEN WITH <br />2x4 BLOCKING W/ - <br />10dx3" @ 4" 0/C <br />(2)12d TOENAILS <br />0 <br />EXT. WALL CONN. @COMMON <br />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 <br />NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />- <br />S <br />SEE TYP. WALL SECTION FOR SCALE: <br />[� <br />3/4"=V-0" S5 <br />e.u.. <br />C , SAME NUMBER OF ROWS, SAME SPACING) <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS <br />SECTION <br />_ <br />9 <br />N ADDITIONAL INFORMATION. <br />LO <br />CD <br />CV <br />�I <br />CID <br />00 <br />MINIMUM 2x <br />CROSS BRACING <br />Q <br />LO <br />(SEE PLAN FOR <br />N <br />LOCATIONS) <br />(2)16d PER <br />JOINT <br />31 L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rj_� <br />Q <br />0O 12 <br />0 <br />6.9 MAX. <br />E <br />SCALE: N.T.S. <br />2"x4" OUTLOOKER @ 24" <br />O.C. W/ (2) 1 Od PER JOINT <br />1Odx3" O/C @J 2"x4y <br />TOENAIL 6" 0/C RUNNERS <br />W/ (2) 16d TYPICAL <br />NAILS <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. <br />1IlkGABLE TRUSS <br />S5 <br />"L" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />S5 <br />'-CONT. BEARING <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. SrJ <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 M <br />SCALE: N.T.S. S5 <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 />0 <br />z <br />w <br />\_BRACINGw/(3)10dx3"AT <br />• EACH CONN. @ 24" O/C <br />SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER <br />1/4"x1 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" O.C. <br />TYPICAL <br />GABLE TRUSS WEB <br />SINGLE "L" BRACING DETAIL 6 <br />SCALE: N.T.S. S5 <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 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 CONTINUOUS BOTTON CHORD BRACING 2X4 MIN. <br />d <br />---- <br />- <br />cU <br />LU <br />0 <br />o <br />' <br />4 <br />z o <br />w <br />o <br />o <br />X <br />Q <br />CDw <br />T <br />X <br />Q <br />m <br />Q o <br />0 rr <br />o <br />� <br />0 <br />Cl <br />w <br />o <br />o <br />� <br />LU <br />ARCHITECTURAL FINISH NOTE: / <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 />"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.O.) <br />"L" BRACE <br />24" <br />010" - T-O" <br />3'-0" - 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 />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />SIMPSON HGA10KT w/ (4) 1/4"x1 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 />TOP &BOTTOM CHORD <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />GABLE END BRACING @ <br />THAT MY BE REQUIRED <br />4'-0" O.C. MAX. FOR <br />2) "T" BRACING MAY BE USED IN PLACE OF PERMANENT <br />FIRST (4) ROWS OF TRUSSES <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 />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 />(D V <br />Z M <br />_ o <br />z cD <br />z <br />n <br />10 <br />V) CD <br />Q) w <br />o <br />O W <br />�� <br />o <br />U <br />o� <br />m <br />W <br />g- p <br />N co <br />0) <br />U <br />_ 4i <br />N O <br />0 po <br />U <br />o <br />L 0°Oo <br />o-o <br /><C rn <br />Lo <br />rn Q o <br />Al® <br />B D® <br />NT <br />S D C <br />Ilk <br />I <br />N �D <br />Cn <br />LU <br />U) Z W� M m z w z <br />1.—] � a <br />=LL_CD <br />co Im w <br />N W <br />W a <br />V>LLa �a <br />E <br />W = <br />- <br />Z �4a o <br />S O <br />N <br />N <br />N O <br />ffl I <br />1ffi` W.FDSE GC03v1" <br />P��tOF <br />E SStiO <br />f/!fli! <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 Sth 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 />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />0 <br />�o <br />W ¢ K x <br />oo00 <br />O J <br />a Co <br />U U.1LL N <br />Ito <br />i <br />cu <br />' ^ <br />(i� <br />z O <br />r U <br />� <br />> <br />J <br />Z <br />3 <br />/'\ <br />Q) <br />v <br />J W <br />(n0) <br />V <br />V <br />Ln <br />�R) <br />V <br />9 <br />µp�z <br />0 <br />< <br />U <br />* <br />N <br />� <br />aXX 0. <br />Z¢z5 <br />W <br />Q <br />QQu,� <br />°o0 <br />Z <br />z <br />�o�2 <br />J <br />� <br />lj..j <br />RazV <br />LLJ <br />cc <br />G <br />Q <br />Q <br />Z <br />¢ � <br />Paz <br />V//� <br />110 <br />Z <br />Ro <br />coo0 <br />QZ <br />7 <br />= <br />of <br />� <br />r-1 <br />t2 <br />U) <br />a <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: WAM ES <br />VERSION NO' 5 . 1 <br />SHEET NO. <br />S5 <br />T <br />T II FlTtE <br />