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0 <br />LO <br />0 <br />N <br />N <br />N <br />1 <br />00 <br />i <br />a <br />N <br />M <br />0 <br />v <br />N <br />0 <br />0 <br />J <br />c� <br />�I <br />Q <br />co <br />----------------------- <br />I <br />SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS BACKNAIL w/ (2)16d NAILS SIMPSON H1OA w/ (18) SIMPSON SP4 w/ 6 10d x <br />I NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) 2"x4" 10d x 1 12" AT EA. �� ( ) <br />I 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES -7 1 12 AT EA STUD I USE BACKNAIL w/ (2) 16d NAILS <br />SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2 6 WALL USE <br />I <br />I TOP CHORD <br />I BLOCKING FOR <br />@ 24" O.C. <br />NAILING SCHEDULE FOR OUTLOOKER <br />SHEATHING DETAIL <br />ANU OR SHEATHING IL <br />@ 24 O.C. <br />FIRST FOUR <br />I ROWS OF <br />45° ± � <br />TOP CORD BLOCKING 45°± <br />2X4 CONT"L" BRACE TOP CORD BLOCKING <br />I TRUSSES @ <br />SIMPSON H1OA w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)1Od 3" FOR FIRST FOUR ROWS <br />EDGES OF 2x4 CROSSBRACE <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" O/C. CMID HEIGHT OF TRUSSES @ EDGES <br />I SHEATHING APPROX. <br />8" FROM <br />OUTLOOKER <br />EDGES OF <br />OF SHEATHING TYPICAL <br />I TYPICAL @ RIDGE FASTENED AT <br />"L" <br />SHEATHING TYP. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />I 48" O.C. EACH JOINT W/ (3) 10d <br />BRACE TO EXTEND <br />@ 8'-0" 0/C. <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 />I <br />2x6 P.T. GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5A w/ (10) 8d <br />SILL 1/2" CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />I <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />; <br />BLOCKING <br />-----------------------J <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 />10dX3" @ 3" O/C <br />(4) ROWS OF TRUSSES FROM EA, END TYP. BOTTOM <br />1/2" CDX PLYWOOD OR 7116" <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />OSB SHEATHING ATTACHED <br />6" <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ 10d NAILS @ O.C. <br />EDGES AND 12" O.C. FIELD <br />2x4'7 ON TOP OF PANEL BLOCKING, <br />WEEP SCREED <br />SLOPE OF ADJACENT SCISSOR TRUSS) ` <br />FASTEN WITH 10dx3" @ 4" 0/C SPACED <br />@ FASTEN <br />O.C. <br />INSTALLED PER MANUF. <br />2"x6" P.T. SILL <br />NOTCH "L" BRACE HERE <br />I I <br />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />I <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/ (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)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 />rT� EMBEDMENT IN KO BLOCK <br />GABLE WEB SECTION <br />WEB, USE MSTAM36 w/ (7) <br />2 <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 />SIMPSON HGAMV <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 — <br />AND NAILING SCHEDULE <br />FOR SHEATHIN DETAIL <br />2"x4" CROSS BRACE <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2) <br />10d & (2)10d TOE <br />NAILS @ EA. END <br />2x4 PANEL BLOCKING <br />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />TRUSSES FROM EA. <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />2x4 PANEL BLOCKING @ 48"-A \-2x BLOCKING WI (2) 16d TOENAILS <br />Q.C. FOR THE FIRST (4) <br />ROWS OF TRUSSES FROM 2 4 "T" ON TOP OF PANEL <br />x <br />SP8 FOR 2x8 WALL) <br />2x4 OUTLOOKER @ 24" <br />4" MAX. O.C. (OPTIONAL - SEE <br />ELEVATIONS) <br />DOUBLE TOP PLATE <br />,-2x4 CROSS BRACE APPROX. 8" <br />FROM RIDGE FASTENED AT <br />EACH JOINT W/ (2)10d & (2)1 Od <br />TOE NAILS @ EA. END <br />�- 2x FRAME WALL (SEE WALL <br />SECTION FOR SIZE & SPACING) <br />/-1/2" CDX PLYWOOD OR 7/16" <br />OSB SHEATHING ATTACHED <br />W/ 10d NAILS @ 6" O.C. EDGES <br />AND 12" O.C. FIELD <br />(2)16d NAILS <br />SIMPSON H1OA w/ (18) <br />1 Od x 1 12" AT EA. <br />OUTLOOKER <br />(2)16d <br />NAILS <br />2x4 OUTLOOKER <br />@ 24" O/C <br />77 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 />-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 />EA. END TYP. TOP & BLOCKING, FASTEN WITH SIMPSON HGA1OKT w/ (4)1/4"x1 1/2" <br />BOTTOM ATTACHED w/ (2) 1 Odx3" @ 4" O/C SDS SCREWS TO TRUSS & (4)1/4"x3" SIMPSON SPZ w/ 12 10d <br />16d TOENAILS SDS SCREWS TO PLATES AT 36 O.C. NAILS AT EACH STUD <br />2x4 LEDGER (MATCH BOTTOM DBL. TOP PLATE <br />CHORD SLOPE OF ADJACENT <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 H10A w/ (18) <br />BACKNAIL W/ (2) <br />16d NAILS I Od x 1 12" AT EA. <br />-REFER TO DETAIL J <br />ON SHEET S5 FOR <br />Y f <br />SEE STRUCTURAL <br />OUTLOOKER <br />X-BRACING, AND TOP <br />r `" CO <br />NOTES AND NAILING <br />CHORD BLOCKING <br />N <br />SCHEDULEFOR <br />INFORMATION <br />`° <br />SHEATHING DETAIL <br />1 1 1/ ° <br />2"x4" CROSS BRACE <br />WOOD TRUSSES <br />`� <br />APPROX. 8" FROM <br />RIDGE FASTENED AT <br />-2x4 RAT RUN BRACING <br />1 1 2 <br />EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF <br />t2' <br />10d & (2)10d TOE <br />BOTT. CHORD FOR 4 <br />/� <br />NAILS @ EA. END <br />TRUSS SPANS <br />ATTACHED W/ 2 -16d <br />2x4 PANEL BLOCKING <br />AT EA. TRUSS JOINT <br />2 2" x 4" LAMINATIONS W/ 1 ROW () (3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />() () (3) 2' x4' LAMINATIONS W/ 1 ROW <br />@ 48" O/C FOR THE <br />FIRST (4) ROWS OF <br />(2)16d NAILS <br />CKIN) <br />BLOCKING <br />2x4 BLOCKING @ 24 <br />OF STAGGERED 1 Od COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS <br />TRUSSES FROM EA. <br />O/C 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 />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <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 />MASONRY WALL <br />OF THE COLUMN (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 />2x4 OUTLOOKER <br />@ 24" O/C <br />TOP CORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />8d @ 6"O/C 2 x 4 BLOCKING w/ (2)10d <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />X X <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 />,-GABLE TRUSS <br />z <br />,1/2" CDX PLYWOOD OR 7/16" <br />a <br />OSB SHEATHING ATTACHED <br />BRACING w/ (3) 10d x 3" AT <br />= <br />W/ 1Od NAILS @ 6" O.C. <br />• EACH CONN. @ 24" O/C <br />E ES AND 12" O.C. FIELD <br />SIMPSON HGAMIOKTA w/ (4) MOISTURE BARRIER <br />JACK TRUSS <br />1/4"xl 1/2" SDS SCREWS TO <br />SEE PLAN FOR <br />BLOCKING & (4) 1/4"x2 3/4" BOND BEAM <br />CONNECTION <br />TITEN TO CMU <br />MASONRY WALL <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH �- 2x4 BLOCKING W/ <br />3) EACH 30d COMMON NAIL MAY BE REPLACED W/ (2)16d 6) REFER TO NDS SECTION 15.3 FOR ADDITIONAL INFORMATION 1063" @ 4" OIC (2)12d TOENAILS =: <br />EXT. WALL CONN. �a COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF <br />NON - LOAD BEARING LOCATION B. D U C., SAME NUMBER OF ROWS, SAME SPACING) - <br />SEE TYP. WALL SECTION FOR SCALE: 3/4"= V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g <br />ADDITIONAL INFORMATION. SCALE: N.T.S. <br />SCALE: N.T.S. S5 S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)1 Od PER JOINT <br />4INIMUM 2x <br />'ROSS BRACING <br />SEE PLAN FOR <br />OCATIONS) 1Odx3" O/C @ 2"x4' <br />TOENAIL 6" OIC RUN <br />W/ (2)16d TYPICAL <br />(2)16d PER NAILS <br />JOINT <br />L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />CROSS BRACING DETAIL J <br />SCALE: N.T.S. S5 <br />VVIY1 1..lLlll \IIYV <br />GABLE END BRACING DETAIL <br />MEAN WALL HEIGHT UP TO 30'-0" - SEE STRUCTURAL NOTES FOR WIND SPEED SPECIFICATION <br />ALTERNATE NON -DROP <br />GABLE END DETAIL <br />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 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 />"L" BRACE W/ 10d @ 4" O/C <br />(SEE SCHEDULE FOR SIZE <br />AND LOCATION) <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/ 1Od NAILS @ 4" 0.C� <br />TYPICAL <br />GABLE TRUSS WEB J <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" 11L" 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 BOTTO CHORD BRACING 2X4 MIN. <br />d <br />---- <br />---- <br />cU <br />LU <br />0 <br />v <br />O <br />' <br />z 4' w <br />w <br />o <br />0 <br />o <br />' <br />0 <br />"v <br />d <br />w <br />ED <br />O <br />o <br />o <br />o <br />w <br />ARCHITECTURAL FINISH NOTE: <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 />2411 <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 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 />I r—GABLE TRUSS <br />`GUN 1. 13tAHING " <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 />END JACK <br />1 V-0" MAX. <br />Uj <br />C <br />a <br />✓,9c� <br />Y CORNERJACK <br />W <br />z <br />IX <br />0 <br />U <br />HIP FRAMING REFERENCE PLAN <br />E <br />S5 <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 />LTOP & 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 />SCISSOR TRUSS <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 />z co <br />CD <br />z� <br />z <br />J <br />o_ <br />U) z <br />C3 <br />ate+ IN <br />C� o <br />•Q w <br />~ <br />Cl)o0 <br />COW <br />(M <br />m.-fdo cMfi <br />_ <br />O o 0 <br />U <br />o <br />tLL00 <br />¢m <br />N nQ <br />Lo0 <br />Al I <br />B D® <br />a <br />•w N <br />v pp <br />fA <br />Z W �N�z z <br />c .a <br />U) <br />C <br />W h N 6 <br />W V ¢ <br />Z -0�m <br />� Ch � <br />� ° 1? $ <br />LL Zca._ <br />�R01/ <br />.0 •F ❑ a,0 <br />04 <br />LU <br />� <br />/a/pglF€f13@1ltiiitE` <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 />Engineers signature and seal. <br />LENNAR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />oz <br />0 <br />�o <br />Wa�C� <br />�Zao <br />zwZ� <br />�oz <br />a2:J <br />o� <br />UFU,O� <br />Q <br />z Z <br />U) <br />J_ <br />}o <br />�z <br />5 <br />z <br />"Q <br />`, <br />Q <br />N 3 <br />LLJ <br />O <br />U <br />U-) <br />ry <br />0Uj <br />z <br />�Ro <br />9- <br />;,;; <br />< <br />$Z m a <br />z¢0¢ <br />u, <br />Q <br />N <br />a<UE <br />ow <br />z <br />Z <br />N <br />o <br />q:ago!i <br />J <br />r-i <br />LU <br />Q <br />LLJ <br />Q <br />z <br />z o <br />F U <br />a <br />~o <br />Q z <br />M <br />d- <br />z <br />DNS <br />n�o <br />m <br />� <br />y1 <br />0 <br />z <br />4 <br />J <br />LU <br />Z <br />¢ z <br />i <br />.� <br />I a <br />cn <br />o <br />SCALE : AS NOTED <br />DATE : 6/20/2018 <br />TECH: MJAM ES <br />VERSION N0. 4al <br />SHEET NO. <br />S5 <br />.. u:,.lv,i.. . .1 11 1 1 _F__T__ i 1i T--7F— ____T— _ � �— F <br />