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SIMPSON HGAMli <br />W/ <br />(4)1/4"x1 1/2" SDS <br />SCREWS <br />TO BLOCKING & <br />1 /4"x2 3/4" <br />TITEN TO CMU <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />TOP CHORD <br />BLOCKING FOR <br />tFIRST FOUR <br />TOENAIL W/ (2)16d NAILS <br />2"x4" OUTLOOKER <br />@ 24" O.C. <br />BACKNAIL W/ (2)16d NAILS <br />SEE STRUCTURAL NOTES AND <br />NAILING SCHEDULE FOR --\ <br />SHEATHING DETAIL <br />SIMPSON H10A w/ (18) <br />1 Od x 1 12" AT EA.� <br />OUTLOOKER <br />BACKNAIL w/ (2)16d NAILS <br />2"x4" SEE STRUCTURAL NOTES - <br />OUTLOOKER AND NAILING SCHEDULE <br />@ 24" O.C. FOR SHEATHING DETAIL <br />ROWS OF <br />45° ± <br />24 MAX. <br />TOP CORD BLOCKING <br />45°± <br />2X4 CONT"L"BRACE <br />TRUSSES @ <br />SIMPSON H10A w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)1Od 3" <br />EDGES OF 2x4 CRO BRACE <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" 0/C. CMID HEIGHT <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />TYPICAL @ RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. <br />2X4 KICKER <br />2x8 SYP#2 "L" BRACE oTO <br />48" O.C. EACH JOINT W/ (3) 10d <br />@ 8'-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. <br />GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5Aw/ (10) 8d <br />SILL <br />1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />' <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />BLOCKING <br />— -� <br />ATTACHED WI 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 />1 OdXT' 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7/16" <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />7 <br />OSB SHEATHING ATTACHED <br />6" O.C. <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ 10d NAILS @ <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 />�v <br />FASTEN WITH 10dx3" @ 4" O/C SPACED <br />@ 48" O.C. <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />"J" <br />NOTCH "L" BRACE HERE <br />MOISTURE BARRIER <br />5/8" x 10" 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/ ($) <br />O.C. MAX w/MIN. 4" EMBEDMENT IN KO BLOCK -T <br />MOISTURE BARRIER <br />10dx1 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 S E CT I 0 N <br />2 <br />WEB, USE MSTAM36 w/ (7) <br />IOld NAILS & (4) 1/4"x2 1/4" <br />SCALE: N.T.S. <br />SCJ <br />SCALE: N.T.S. <br />Srj <br />TITEN ON OUTSIDE <br />BACKNAIL W/ (2)16d NAILS <br />REFER TO DETAIL J <br />ON SHEET S5 FOR N SEE STRUCTURAL <br />X-BRACING, AND TOP r NOTES AND NAILING <br />CHORD BLOCKING N SCHEDULE FOR <br />INFORMATIONz oo <br />°° SHEATHING DETAIL <br />2"x4" CROSS BRACE <br />WOOD TRUSSES � oo oo APPROX. 8" FROM <br />RIDGE FASTENED AT 1. <br />2x4 RAT RUN BRACING EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF 1 1 2 1 1 2' <br />10d & (2)10d TOE <br />BOTT. CHORD FOR 4 NAILS @ EA. END <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d 2x4 PANEL BLOCKING <br />AT EA. TRUSS JOINT „ „ „ @ 48" O/C FOR THE <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 2x4 BLOCKING 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS FIRST (4) ROWS OF <br />TRUSSES FROM EA. <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 />O/C w/ (2)16d END TYP. TOP & <br />TOENAILS @ EA. END NOTES: BOTTOM ATTACHED <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 <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH <br />SIMPSON H10A w/ (18) SIMPSON SP4 w/ (6)1Od x <br />10d x 1 12" AT EA. 1 12" AT EA STUD (USE BACKNAIL w/ (2)16d NAILS <br />OUTLOOKER SP6 FOR 2x6 WALL, USE <br />SP8 FOR 2x8 WALL) SEE STRUCTURAL NOTES AND NAILING SCHEDULE <br />FOR SHEATHING DETAIL <br />2x4 OUTLOOKER @ 24" <br />TOP CORD BLOCKING <br />O.C. (OPTIONAL -SEE <br />FOR FIRST FOUR ROWS <br />4 MAX' ELEVATIONS) <br />OF TRUSSES @ EDGES <br />OF SHEATHING TYPICAL <br />DOUBLE TOP PLATE <br />2x4 CROSS BRACE APPROX. 8" <br />2"x4"CROSS BRACE <br />FROM RIDGE FASTENED AT <br />APPROX. 8" FROM <br />EACH JOINT W/ (2)10d & (2)10d <br />RIDGE FASTENED AT <br />TOE NAILS @ EA. END <br />EACH JOINT W/ (2) <br />• <br />10d & (2) 10d TOE <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />' <br />SECTION FOR SIZE & SPACING) <br />2x4 PANEL BLOCKING <br />1/2" CDX PLYWOOD OR 7/16" <br />@ 48" O/C FOR THE <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />W/ 1Od NAILS @ 6" O.C. EDGES <br />TRUSSES FROM EA. <br />AND 12" O.C. FIELD <br />END TYP. TOP & <br />(2)16d NAILS <br />2x BLOCKING <br />BOTTOM ATTACHED <br />W! (2) 16d TOENAILS <br />2x4 PANEL BLOCKING @ 48" <br />O.C. FOR THE FIRST (4) <br />ROWS OF TRUSSES FROM <br />2x4 "T" ON TOP OF PANEL <br />SIMPSON H10Aw/(18) <br />1 Od x 1 12" AT EA. <br />OUTLOOKER <br />(2)16d <br />NAILS <br />2x4 OUTLOOKER <br />@ 24" O/C <br />TOP CORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />MAX. EDGES OF <br />SHEATHING TYP. <br />-"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />r-GABLE TRUSS <br />-1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED w/ 1Od NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2x4 "T" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />1Odx3" @ 4" O/C <br />SIMPSON HGAIOKT w/ (4)1/4"x1 1/2" <br />EA. END TYP. TOP & BLOCKING, FASTEN WITH SDS SCREWS TO TRUSS & (4)1/4"x3" <br />BOTTOM ATTACHED w/ (2) 10dx3" @ 4" 0!C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12) 1 Od <br />16d TOENAILS 2x4 LEDGER (MATCH BOTTOM NAILS AT EACH STUD <br />DBL. TOP PLATE <br />CHORD SLOPE OF ADJACENT <br />TRUSS) STUD WALL (SEE TYP. SEC.) <br />SECTION LL SECTION 4 <br />SCALE: N.T.S. SCALE: N.T.S.S5 15 <br />SIMPSON H10A w/ (18) <br />1 Od x 1 12" AT EA. 2x4 OUTLOOKER <br />OUTLOOKER F@ 24" 0!C <br />TOP CORD <br />BLOCKING FOR <br />VAFIRST FOUR ROWS <br />OF TRUSSES @ <br />24" MAX. EDGES OF <br />SHEATHING TYP. <br />li-"L" BRACE TO EXTEND <br />AT LEAST 90% OF WEB <br />LENGTH (SEE TABLE) <br />GABLE TRUSS <br />1/2" CDX PLYWOOD OR 7/16" <br />(2) 16d NAILS OSB SHEATHING ATTACHED <br />W/ 1Od NAILS @ 6" O.C. <br />JE AND 12" O.C. FIELD <br />JACK TRUSS <br />SEE PLAN FOR <br />CONNECTION <br />2) ALL NAILS PENETRATE AT LEAST 314 OF THE THICKNESS 5) FOR 5-PLY, PROVIDE 1/4 DIA. x 7 LAG SCREWS OR EQUAL 2x4 "T" ON TOP OF PANEL I <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 2x4 BLOCKING W/ <br />1 Odx3" @ 4" O/C (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 B.OU CMOSAMEINUMBER OF ROWS SAME LS. (ONE INTO EACH SPAC NGDE E OF - <br />D ) ��� <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"=V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS ( a l SECTION g <br />= ADDITIONAL INFORMATION, <br />N <br />O <br />N <br />Al <br />MINIMUM 2x <br />CROSS BRACING <br />00 <br />(SEE PLAN FOR <br />PE <br />LOCATIONS) <br />t <br />(2) 16d PER <br />JOINT <br />N <br />O <br />3CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />N <br />CROSS BRACING DETAIL J <br />N <br />> SCALE: N.T.S. S5 <br />it <br />°2 12 <br />C. <br />0 6.9 MAX. <br />a. <br />T <br />2"x4" OUTLOOKER @ 24" <br />O.C. W/ (2)10d PER JOINT <br />1Odx3" O/C @J 2"x4 <br />TOENAIL 6" O/C RUNN <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 />"L" BRACE W/ 10d @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />S5 <br />I JI II . d II ° Jl m \ II II -11. ° II ° a Ile 1 <br />`-CONT. BEARING <br />Y 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 />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />SCALE: N.T.S. S5 <br />\-MINIMUM (2)16d PER JOINT L-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 />a <br />8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1 Old <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />\-BRACING w/ (3)10d x 3" AT <br />• EACH CONN. @ 24" O/C <br />SIMPSON HGAMIOKTAw/ (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 />ARCHITECTURAL FINISH <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"x6" (U.N.O.) <br />"L" BRACE <br />24" <br />0'0" - 3'-0" <br />T-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 />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 />\—STUDS @ 16" O.C. <br />GABLE END BRACING DETAIL SCALE:3/4"=T-0" <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />TRUSS <br />SIMPSON SP2 w/ (12) <br />10d NAILS AT EACH <br />STUD <br />END JACK <br />1 V-0" MAX. <br />W <br />a <br />z <br />9�� <br />Y CORNERJACK <br />Q <br />� <br />W <br />Z <br />O <br />HIP FRAMING REFERENCE PLAN <br />0 <br />w <br />a_ <br />x <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 48" O.C. 16d NAIL <br />"L" BRACE <br />ATTACHED W/ <br />1 Od 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 DETAIL/"-6 <br />SCALE: N.T.S. <br />DIAPHRAGM <br />BLOCKING @ <br />48" 0/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 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-t CONTINUOUS BOTTOM CHORD BRACING 2X4 MIN. <br />3 <br />w <br />---- <br />---- <br />_ <br />CU <br />LU <br />0 <br />, <br />o <br />0 <br />iz o <br />W <br />m o <br />0 <br />p <br />0 <br />C1 <br />W <br /><? <br />CD <br />o <br />T <br />X <br />W <br />NOTE: <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 />n- <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 />W/ DROP CEILING BRACING DETAIL <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 />(9 12 <br />M <br />0Iff <br />- CD <br />z <br />1Wz� <br />0 <br />C <br />w <br />0 w <br />01- <br />�� ~ <br />U <br />0M <br />m r- <br />W <br />~ 8'C <br />N Mp M <br />co <br />= g? <br />O o 0 <br />Ci <br />o <br />5Uccoo <br />q ao <br /><C 0 <br />Ln CL b <br />rn Q d <br />B D. <br />N �D <br />W Z Z <br />- 11• M aQ <br />7 t` O <br />U _ w <br />W a_ `� �C_ w <br />WS'LLo a <br />ti <br />z in O = <br />a <br />4n w C C0 O (� <br />m o <br />V <br />LLU <br />1'�,owi1E <br />F <br />%ZS <br />Q :�' O� <br />z <br />s��fl(!/� o E Bt��a°� <br />f1Pt3Ic�SQ <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. 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 />L NAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oZ <br />z<a <br />EF <br />w �EL <br />I~�80 <br />�0wZ <br />0 <br />J <br />O'� o <br />U8 O <br />L <br />Ln <br />L <br />a <br />Z O ¢z <br />�Z <br />�3 <br />0 <br />OV <br />4 <br />J nJ <br />= <br />t...� <br />0 <br />� <br />!� <br />9 R E <br />o� <br />W��S�yy <br />V pia <br />0 <br />N <br />� <br />Zaza <br />Z <br />go 0 <br />z <br />*-j <br />Lil <br />a <br />� <br />-W <br />-1 <br />rl <br />W <br />z <br />11J <br />� <br />z <br />O Z o <br />~�o <br />$ <br />N <br />o <br />m <br />00 <br />Z <br />g <br />W <br />= <br />�z <br />LU <br />,--+ <br />a <br />U0 <br />o <br />SCALE : AS NOTED <br />DATE : 3/7/2018 <br />TECH: JMUROSKI <br />VERSION N0. 4s0 <br />SHEET NO. <br />S5 <br />