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M= <br />M� <br />SEE STRUCTURAL NOTES AND <br />TOENAIL W/ (2) 16d NAILS <br />BACKNAIL W/ (2) 16d NAILS <br />SIMPSON H10A w/ (18) <br />BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) <br />SIMPSON SP4 w/ 6 <br />()10d x <br />NAILING SCHEDULE FOR <br />SHEATHING DETAIL <br />2"x4" OUTLOOKER <br />SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. <br />„ „ 1 Od x 1 12" AT EA. <br />2x4 SEE STRUCTURAL NOTES <br />OUTLOOKER <br />1 12" AT EA STUD U <br />(SE <br />BACKNAIL w/ (2) 16d NAILS SIMPSON H10A w/ <br />(18) <br />@ 24" O.C. <br />7• <br />NAILING SCHEDULE FOR OUTLOOKER <br />OUTLOOKER AND NAILING SCHEDULE <br />SP6 FOR 2x6 WALL, USE <br />10d x 1 12" AT EA. <br />SEE STRUCTURAL NOTES <br />' <br />TOP CHORD <br />SHEATHING DETAIL <br />24" O.C. <br />@ FOR SHEATHING <br />DETAIL <br />SP8 FOR 2x8 WALL) <br />OUTLOOKER <br />NAILING S <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER <br />BLOCKING FOR <br />•' <br />FOR DETAIL <br />@ 24" O/C <br />FIRST FOUR <br />ROWS OF <br />45' ± 24" MAX. <br />TOP CORD BLOCKING 454± <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 1Od 3" <br />() <br />FOR FIRST FOUR ROWS 24 <br />MAX' ELEVATIONS ) <br />BLOCKING FOR <br />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 />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 <br />ZZIRIDGE <br />24" <br />MAX. EDGES <br />TYPICAL RIDGE FASTENED AT <br />@ <br />48" O.C. EACH JOINT W/ (3) 10d <br />„ „ <br />L BRACE TO EXTEND <br />SHEATHING TYP. 2X4 KICKER <br />8'-0" 0/C. <br />2x8 SYP#2 BRACE TO <br />EXTEND AT LEAST 90% OF <br />2x4 CROSS BRACE APPROX. 8" <br />FROM RIDGE FASTENED AT <br />�� <br />8 FROM <br />SHEATHING TYP. <br />IN <br />MAX. & (2)10d TOE NAILS @ <br />AT LEAST 90% OF WEB <br />@ <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />EACH JOINT W/ (2)10d & (2)10d <br />RIDGE F. <br />FASTENED AT <br />EACH JOINT W/ (2) <br />"L" BRACE TO EXTEND <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE) <br />APPROX. 8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />TOE NAILS @ EA. END <br />10d & (2)10d TOE <br />AT LEAST 90% OF WEB <br />t <br />2x6 P.T. GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <br />LENGTH SEE TABLE <br />( ) <br />GABLE TRUSS <br />SILL 1/2" CDX PLYWOOD OR <br />1 <br />1 <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />: <br />SECTION FOR SIZE & SPACING) <br />— ' <br />/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />BLOCKING <br />2x4 PANEL BLOCKING <br />1/2�' CDX PLYWOOD OR <br />-I <br />ATTACHED W/ 10d <br />EA. END <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 />1 OdX3" 3" O/C <br />(4) ROWS OF TRUSSES FROM EA. END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7/16" <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 />OSB SHEATHING ATTACHED <br />6" O.C. <br />(2)16d NAILS <br />BOTTOM ATTACHED <br />"T" <br />"T" <br />„ <br />INTO 2x6 P.T. PLATE <br />„ <br />2x4 LEDGER (MATCH BOTTOM CHORD <br />w/ 10d NAILS @ <br />„ <br />EDGES AND 12 O.C. FIELD <br />2x4 PANEL BLOCKING @ 48 „ <br />2x BLOCKING <br />W/ (2)16d TOENAILS <br />2x4 ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />2x4 ON TOP OF PANEL BLOCKING, <br />I <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) <br />O.C. FOR THE FIRST (4) <br />1 DI <br />10dx3" 4" 0/C <br />qQ <br />FASTEN WITH 10dx3" 4" O/C SPACED <br />„ @ <br />@ 48 O.C. <br />INSTALLED PER MANUF. <br />2x6 P.T. SILL <br />„ „ <br />NOTCH L BRACE HERE <br />ROWS OF TRUSSES FROM <br />END <br />„ „ <br />2x4 T ON TOP OF PANEL <br />O 1/2" <br />SDS (S <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. — <br />WEEP SCREED <br />EA. TYP. TOP & <br />BOTTOM ATTACHED w/ 2 <br />() <br />BLOCKING FASTEN WITH <br />1Odx3" 4" O/C <br />@ <br />SDS SCREWS TO TRUSS & (4)1/4"x3" <br />SCR WS T U & (4)1 <br />SIMPSON SP2 w/ (12) 10d <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 />11 <br />INSTALLED PER MANUF. <br />16d TOENAILS L 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" 0 PLATE WASHER SIMPSON HETA20 w! (8) O.C. MAX w/ MIN. 4 EMBEDMENT IN KO BLOCK - MOISTURE BARRIER DBL. TOP PLATE <br />10dx1 1/2" NAILS AT EA. ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od NAILS CHORD SLOPE OF ADJACENT <br />NOTE: IF EMBEDDED <br />TRUSS VERTICAL WEB (24" & (4) 1/4"x2 1/4" TITEN @ 4'-0" O/C ALIGNED WITH TRUSS) STUD WALL (SEE TYP. SEC.) STRAP MISSED VERTICAL SECTION 1 O.C. MAX) w/ MIN. 4„ GABLE WEB SECTION SECTION SECTION <br />WEB, USE MSTAM36 w/ (7) EMBEDMENT IN KO BLOCK 2 Li) 4 <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. SrJ S5 S5 <br />SIMPSON H1OA w/ (18)10d <br />BACKNAIL W/ (2) 16d NAILS x 1 12" AT EA. <br />2x4 OUTLOOKER <br />REFER TO DETAIL J <br />ON SHEET S5 FOR <br />N <br />SEE STRUCTURAL <br />OUTLOOKER <br />@ 24" O/C <br />X-BRACING, AND TOP <br />r • <br />NOTES AND NAILING <br />TOP CORD <br />CHORD BLOCKING <br />N <br />SCHEDULE FOR <br />BLOCKING FOR <br />INFORMATION <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 />00 <br />APPROX. 8FROM <br />" <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />2x4 RAT RUN BRACING <br />1 12 1 1 2 <br />EACH JOINT Wl (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 />"" <br />T'7CJ1� <br />-- TRUSS SPANS <br />A <br />• ATTACHED W/2-16d <br />`]u11� ^ <br />2x4 PANEL BLOCKING <br />112"CDX PLYWOOD OR 7/16" <br />OSB <br />' AT TRUSS JOINT <br />„ „ <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 />SHEATHING ATTACHED <br />W/ 10d NAILS @ 6 O.C. <br />SIMPSON HGAMI0KTA <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 />E ES AND 12" O.C. FIELD <br />W/ <br />0/C w/ (2) 16d <br />(D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2" OR EQUAL <br />) (D = 0.207", L = 41/2") OR EQUAL <br />END TYP. TOP & <br />JACK TRUSS <br />(4) 1!4"x1 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 51/2" LAG SCREWS OR EQUAL <br />w/ (2)16d TOENAILS <br />CONNECTION <br />TO BLOCKING & (4) <br />MASONRY WALL <br />OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />` <br />1/4"x2 3/4" <br />TITEN TO CMU <br />ARCHITECTURAL FINISH <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 <br />2x4 "T" ON TOP OF PANEL <br />m <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 />Cn <br />EXT. WALL CONN. <br />3) EACH 30d COMMON NAIL MAYBE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION <br />NON - LOAD BEARIN@ <br />G LOCATION D <br />COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />B.U.C. SAME NUMBER OF ROWS SAME SPACING ) <br />TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS r8 l <br />SECTION <br />9 <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = r-o" S5 <br />ADDITIONAL INFORMATION. <br />co <br />0 <br />CV <br />MINIMUM 2x <br />CROSS BRACING <br />(SEE PLAN FOR <br />LOCATIONS) <br />(2)16d PER <br />JOINT <br />0 <br />0 <br />L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL <br />1-11 <br />o¢0 12 <br />N 6.9 1 MAX./ <br />SCALE: N.T.S. <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 RUNNE <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 />SS <br />"L" BRACE W/ 1 Od @ 4" O.C. <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <br />S5 <br />4 - ° 11- \ 11 e , II e ` 4 ° Ik . ° e II 4 �� . ° . II ° ° ° .��° <br />'-CONT. BEARING <br />GABLE END BRACING DETAIL <br />uJ 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. GJ'CJ <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 />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 />0 <br />w <br />BRACING w/ (3)1 Od x 3" AT <br />• EACH CONN. @ 24" O/C <br />SIMPSON HGAMI OKTA w/ (4) MOISTURE BARRIER <br />1/4"xl 1/2" SDS SCREWS TO <br />BLOCKING & (4) 1/4"x2 3/4" BOND BEAM <br />TITEN TO CMU <br />nt--- MASONRY WALL <br />2x4 BLOCKING 2x4 "T' BLOCKING <br />@ 48" O.C. 16d NAIL <br />1" 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 <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 'IT" 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/S51 CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <br />ARCHITECTURAL FINISH NOTE: / <br />EXT. WALL CONN. @ NON - LOAD <br />BEARING LOCATION UNEVEN CLG. <br />� ) E <br />SEE TYP. WALL SECTION FOR SCALE: N.T.S. S5 <br />ADDITIONAL INFORMATION. <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-O" - 6-0" <br />6-0" & GREATER <br />SCISSOR GABLE - (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2x8rFULL 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" 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) 1l4"x3" SDS SCREWS <br />TO PLATES (TYP.) <br />f- 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 />l L l <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 />0!�2 <br />(M <br />_ O <br />z�z <br />d <br />r1 <br />z <br />un (9 <br />u, <br />w <br />� a <br />.O <br />w <br />o <br />U <br />o0 <br />m <br />N <br />_ <br />OO <br />Cm - IOU C20 <br />S a� <br />p o N <br />U" <br />01-o <br />o <br />�Qo <br />Nd <br />¢ m <br />,n <br />B D. <br />N C <br />'JI <br />N �O <br />N <br />�/� pO M � O W <br />�/� O O N � <br />Z W � N z H, zz <br />LU <br />Z <br />�Z4�o�� <br />Z <br />LU <br />WWW N <br />Zz Qti C14 <br />U�' <br />p, ti <br />c; <br />•..,-F L O <br />'' <br />....•• <br />V0 <br />0F illi <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 />LENNAR <br />4600 W. Cypress St, Suite 2001 Tampa, FL 33607 <br />www.LennarTampa.com <br />oZ <br />gF <br />W Q <br />LLI <br />a W C ODo� o <br />W <br />A <br />U W N <br />�(° <br />Q <br />L <br />♦� <br />ZO <br />G U <br />z <br />Q <br />a <br />57 <br />w <br />a <br />O <br />J LU <br />U <br />= <br />0 <br />z <br />Ug <br />µO p <br />- <br />Q <br />Wpm <br />O <br />(V <br />LL <br />Z <br />W W Q <br />Z <br />W <br />Ln <br />Lij <br /><Wt <br />J <br />T'I <br />� <br />C <br />LnFa-!�U <br />G <br />N <br />00 <br />¢ <br />Q <br />z <br />Waz <br />z <br />Cy <br />Ln <br />0b <br />z <br />LiJ <br />¢ W <br />r-i <br />Q, <br />U0 <br />o <br />SCALE : AS NOTED <br />DATE : 3/15/2018 <br />TECH: MJAM ES <br />VERSION NO. 4x0 <br />SHEET NO. <br />S5 <br />