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v <br />x <br />rn <br />N <br />0 <br />r <br />C" <br />LO <br />LO <br />, a <br />72 <br />rn <br />r\ <br />0 <br />N <br />CO <br />rn <br />0 <br />a <br />o� <br />N <br />i <br />a <br />E <br />co <br />O <br />S <br />, o <br />J <br />Cn <br />LZ <br />O <br />U <br />0 <br />UI <br />U <br />N <br />O <br />d <br />U <br />:o <br />a <br />W <br />, v <br />I <br />i <br />U <br />J <br />a� <br />iZ <br />0 <br />00 <br />o <br />o <br />s <br />00 <br />0 <br />0 <br />0 <br />m <br />v <br />N <br />SIMPSON HGAM11 <br />W/ <br />(4) 1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & (i <br />1/4"x2 3/4" <br />TITEN TO CMU <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2) 16d NAILS BACKNAIL w/ (2) 16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 1 <br />TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) () Od x <br />NAILING SCHEDULE FOR 1Od x 1 12" AT EA. <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND tOd x 1 12" AT EA. 2x4 SEE STRUCTURAL NOTES 1 12 n EA STUD I USE BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ (18) <br />SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE <br />TOP <br />@ 24" O.C. <br />NAILING SCHEDULE FOR <br />OUTLOOKER <br />AND NAILING SCHEDULE <br />@ 24� O.C. <br />CHORD <br />SHEATHING DETAIL <br />FOR SHEATHING <br />DETAIL <br />BLOCKING FOR :• <br />FIRST FOUR <br />ROWS OF <br />45° ± <br />24 MAX. <br />TOP CORD BLOCKING <br />45°± <br />2X4 CONT"L" BRACE <br />TOP CORD BLOCKING <br />TRUSSES @ <br />SIMPSON H1 OA w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)1 Od 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 />72X4N <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 />EXTEND AT LEAST 90% OF <br />MAX. & (2)1 Od 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 />SIMPSON H2.5A w/ (10) Sd <br />SILL 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 />ATTACHED W/1Od <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 OdX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7116" <br />OSB SHEATHING ATTACHED <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <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 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 />5/8" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />EA. END TYP. TOP & <br />MOISTURE BARRIER <br />BOTTOM ATTACHED w/ (2 <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 />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 Odx1 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"x21/4" TITEN @ 4'-0" O/C ALIGNED WITH <br />STRAP MISSED VERTICAL 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"x2 1/4" SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />S5 <br />TITEN ON OUTSIDE <br />x <br />SEE STRUCTURAL <br />NOTES 10d x 1 12 AT EA. <br />SP8 FOR 2x8 WALL) <br />AND NAILING SCHEDULE <br />OUTLOOKER <br />2x4 OUTLOOKER <br />7 <br />FOR SHEATHIN <br />DETAIL <br />@ 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) 10d & (2) 10d <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />TOE NAILS @ EA. END <br />EACH JOINT W/ (2) <br />; <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/ 1Od 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" <br />2x BLOCKING <br />W/ (2)16d TOENAILS <br />2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />M <br />2x4 "T" ON TOP OF PANEL <br />SIMPSON <br />HGAI OKT w/ (4) 1/4"x1 1/2" <br />10dx3" @ 4" O/C <br />BLOCKING, FASTEN WITH <br />SDS SCREWS <br />TO TRUSS & (4) 1/4"x3" <br />1Odx3" @ 4" O/C <br />SDS SCREWS <br />TO PLATES AT 36" O.C. <br />SIMPSON SP2 w/ (12)1 Od <br />2x4 LEDGER (MATCH BOTTOM <br />NAILS AT EACH STUD <br />CHORD SLOPE OF ADJACENT DBL. TOP PLATE <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 H1OAw/(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 />_ <br />r <br />f <br />SEE STRUCTURAL---,.OUTLOOKER <br />@ 24" O/C <br />X-BRACING, AND TOP <br />r <br />M <br />NOTES AND NAILING <br />TOP CORD <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />BLOCKING FOR <br />INFORMATION <br />`° <br />00 <br />00 <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />1 12 <br />2"x4" CROSS BRACE <br />24" MAX. <br />EDGES OF <br />WOOD TRUSSES <br />60 <br />00 <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />-2x4 RAT RUN BRACING <br />1 12 <br />1 1 <br />2 . <br />EACH JOINT W/ (2) <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 />^ <br />`� �' <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />SHEATHING ATTACHED <br />AT EA. TRUSS JOINT <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <br />CJl <br />(3) 2" x 4" LAMINATIONS W/ (1) ROW (3) 2" x 6 LAMINATIONS W/ (2) ROWS OF <br />@ 48" 0/C FOR THE <br />FIRST (4) ROWS OF <br />(2)16d NAILS <br />WW1/ 1 10d NAILS @ 6" O.C. <br />IN <br />2x4 BLOCKING <br />L G 24" <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />E <br />ES AND 12" O.C. FIELD <br />@ <br />O/C (2) <br />(D = 0.148' , L = 3') OR EQUAL <br />(D = 0.207 , L = 41/2) OR EQUAL (D = 0.207", L = 41/2") 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 TOENAILS <br />CONNECTION <br />MASONRY WALL <br />OF THE COLUMN <br />(SPACE AS SHOWN FOR 3-PLY) <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 <br />(SPACE AS SHOWN FOR 3-PLY) <br />BLOCKING, FASTEN WITH <br />2x4 BLOCKING W/ <br />10dx3" @ 4" O/C <br />(2) 12d TOENAILS <br />EXT. WALL CONN. @ 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 COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - <br />D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) SECTION g <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = 1'-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />ADDITIONAL INFORMATION. SCALE: N.T.S. SCALE: N.T.S. <br />CJ`5 S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2) 10d PER JOINT <br />IINIMUM 2x OVERLAP TRUSS BRACING <br />:ROSS BRACING PRE-ENGINEERED AT LEAST TWO TRUSS SPACES 6" OVERLAP <br />3EE PLAN FOR r WOOD TRUSSES <br />OCATIONS) 1Odx3" 0/C @ 2"x4" <br />TOENAIL 6" O/C RUNNERS <br />W/ (2)16d TYPICAL <br />(2) 16d PER NAILS <br />JOINT <br />f- CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL rj_"'� <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />SCALE: N.T.S. SrJ <br />GABLE TRUSS <br />SIX, <br />"L" BRACE W/ 10d @ 4" O.C. <br />12 (SEE SCHEDULE FOR SIZE <br />6.9 1 MAX. <br />AND LOCATION) <br />S5 <br />GABLE END BRACING DETAIL <br />S5 <br />CONT. BEARING <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. <br />`-MINIMUM (2)16d PER JOINT \-MINIMUM 2x4 TRUSS BRACING <br />TRUSS BRACING OVERLAP DETAIL r�m� <br />SCALE: N.T.S. Srj <br />GABLE END BRACING DETAIL <br />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />8d @ 6"O/C <br />WnnM Tr31 10000 <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 />z <br />W <br />\-BRACING w/ (3)10d x 3" AT <br />EACH CONN. @ 24" O/C <br />\-MOISTURE BARRIER <br />-BOND BEAM <br />MASONRY WALL <br />20'-0" MAX <br />"X" BRACE SEE DET. J/S5 -t <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />10d 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" O/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 <br />AS PER HIB 91 SCALE: N.T.S. S5 <br />20'-0" MAX <br />CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <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 />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 />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" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGAIOKT w/ (4) 1/4"x1 1/2" SDS <br />SCREWS TO TRUSS & (4) 1/4"x3" SIDS SCREWS <br />TO PLATES (TYP.) <br />i—GABLE TRUSS <br />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 />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) 1 Od 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 />Oo ry <br />00 i� <br />zM <br />v g <br />zC14 <br />z <br />a <br />Ln CD <br />Q� e� <br />(DM <br />+-� w <br />p <br />LU <br />U <br />o 0 <br />m <br />LU <br />F— <br />N M <br />0) c+M <br />cu CO_ <br />— U <br />N <br />O o N <br />U <br />N <br />"� <br />@ <br />¢m <br />O <br />m <br />�a <br />MQo <br />BD® <br />v <br />N N <br />ooN <br />Z W o a o <br />.M°..M�z <br />y N W <br />LU <br />LW1 V U_ o aae <br />Zak <br />LL <br /><- J." <br />0 <br />10 <br />F E S S `O <br />`� <br />��rp'fPePo r tp i4�, <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 />Engineer's signature and seal. <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Oz <br />E <br />Q <br />W Ce <br />U400 <br />a <br />Z z <br />� 02 <br />J <br />oOuzo <br />W <br />^ <br />U W N <br />Lo <br />FLn <br />1 <br />' ^ <br />(— <br />z <br />r U <br />i 2 <br />3 <br />�z <br />� <br />a� <br />Ln <br />w <br />~ <br />G <br />o <br />Q <br />0 <br />U <br />= <br />'�'� <br />o <br />z <br />W <br />¢o <br />�o <br />X <br />�O <br />W m <br />LL <br />g< Z <br />Q <br />Q ¢ g a <br />Q 0 <br />Z <br />z <br />'--� <br />° W <br />r a 0 <br />J <br />1 <br />LLI <br />Q <br />2: <br />a <br />Z <br />U-)F u� U <br />�Wo <br />Wz <br />M <br />(V <br />1,0 <br />Z <br />ZS <br />ao <br />co <br />0 <br />' <br />Z <br />g <br />= <br />J� <br />4 W <br />Uj <br />SCALE : AS NOTED <br />DATE : 08/08/2019 <br />TECH: FM <br />VERSION N0. 3ol <br />SHEET NO. <br />S5 <br />