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SEE STRUCTURAL NOTES AND BACKNAIL W/ (2)16d NAILS <br />NAILING SCHEDULE FOR TOENAIL W/ (2) 16d NAILS SIMPSON H10A w/ (18) <br />SHEATHING DETAIL 2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 1 Od x 1 12" AT EA. <br />TOP CHORD @ 24" O.C.7 <br />NAILING SCHEDULE FOR OUTLOOKER <br />BLOCKING FOR SHEATHING DETAIL <br />FIRST FOUR <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° t 24" MAX. <br />TOP CORD BLOCKING 45°t <br />2X4 CONT"L" BRACE <br />TRUSSES @ <br />SIMPSON H1OA w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d 3" <br />EDGES OF 2x4 CROSS 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. 2X4 KICKER <br />2x8 SYP#2 "L" BRACE TO <br />48" O.C. EACH JOINT W/ (3) 10d <br />@ $'-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 x <br />WEB LENGTH & NOTCH AT <br />EA. END @ 48" O.C. <br />LENGTH (SEE TABLE)APPROX. <br />8" FROM <br />BOTTOM CHORD (SEE TABLE) <br />2x6 P.T. GABLE TRUSS <br />RIDGE FASTENED AT <br />SIMPSON H2.5Aw/ (10) 8d <br />SILL 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 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 7/16" <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />/ 1 SHEATHING ATTACHED <br />10d NAILS 6" O.C. <br />INTO 2"x6" P.T. PLATE <br />2"x4" LEDGER (MATCH BOTTOM CHORD <br />w/ <br />w @ <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 />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 />MOISTURE BARRIER <br />5/8" x 10" "J" 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/ (8) <br />O.C. MAX w/ MIN. 4" EMBEDMENT IN KO BLOCK - <br />MOISTURE BARRIER <br />10dx1 1/2" NAILS AT EA. <br />ALTERNATE SIMPSON MSTAM24 w/ (7)1 Od 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 <br />SECTION <br />rT� <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 />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 />BACKNAIL W/ (2) 16d NAILS <br />REFER TO DETAIL J N SEE STRUCTURAL <br />ON SHEET S5 FOR r <br />X-BRACING, AND TOP r co M NOTES AND NAILING <br />N SCHEDULE FOR <br />CHORD BLOCKING 00 00 INFORMATION SHEATHING DETAIL <br />`° <br />2"x4" CROSS BRACE <br />WOOD TRUSSES 80 - APPROX. 8" FROM <br />RIDGE FASTENED AT <br />2x4 RAT RUN BRACING EACH JOINT W/ (2) <br />AT 24" O.C. ON TOP OF 1 1 2 10d & (2) 10d TOE <br />BOTT. CHORD FOR 4 NAILS @ EA. END <br />TRUSS SPANS 2x4 PANEL BLOCKING <br />ATTACHED W/ 2 -16d L11 <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 FIRST (4) ROWS OF <br />2x4 BLOCKING @ 24" OF STAGGERED 10d COMMON WIRE NAILS OF STAGGERED 30d COMMON WIRE NAILS STAGGERED 30d COMMON WIRE NAILS TRUSSES FROM EA. <br />0/C w/ (2) 16d (D = 0.148", L = 3") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL (D = 0.207", L = 41/2") OR EQUAL 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 51/2" LAG SCREWS OR EQUAL w/ (2)16d TOENAILS <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH I <br />SIMPSON H1OA w/ (18) SIMPSON SP4 w/ (6) 10d 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 - <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER @ 24" FOR SHEATHING DETAIL <br />TOP CORD BLOCKING O.C. (OPTIONAL - SEE <br />FOR FIRST FOUR ROWS 4 MAX. ELEVATIONS) <br />OF TRUSSES @ EDGES <br />OF SHEATHING TYPICAL DOUBLE TOP PLATE „ <br />W 2 16 TOENAILS <br />2x4 CROSS BRACE APPROX. 8" <br />2x4 CROSS BRACE <br />APPROX. 8" FROM <br />FROM RIDGE FASTENED AT <br />RIDGE FASTENED AT <br />EACH JOINT W/ (2)10d & (2)1 Od <br />EACH JOINT W/ (2) <br />TOE NAILS @ EA. END <br />10d & (2)10d TOE <br />2x FRAME WALL (SEE WALL <br />NAILS @ EA. END <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 />(2)16d NAILS <br />END TYP. TOP & <br />BOTTOM ATTACHED <br />2x4 PANEL BLOCKING @ 48" 2x BLOCKING / () d <br />O.C. FOR THE FIRST (4) <br />-LIK <br />ROWS OF TRUSSES FROM 2 4'7" ON TOP OF PANEL <br />SIMPSON H1OA w/ (18) <br />1 Od x 1 12" AT EA. <br />OUTLOOKER <br />(2)16d <br />NAILS <br />2x4 OUTLOOKER <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 />-GABLE TRUSS <br />-1/2" CDX PLYWOOD OR <br />7/16" OSB SHEATHING <br />ATTACHED w/ 1 Od NAILS <br />@ 6" O.C. EDGES AND 12" <br />O.C. FIELD <br />-2X4'IT" ON TOP OF PANEL <br />BLOCKING, FASTEN WITH <br />10dx3" @ 4" O/C <br />x 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) 1Odx3" @ 4" O/C SDS SCREWS TO PLATES AT 36" O.C. SIMPSON SP2 w/ (12)1Od <br />16d TOENAILS 2x4 LEDGER MATCH BOTTOM NAILS AT EACH STUD <br />( DBL. TOP PLATE <br />CHORD SLOPE OF ADJACENT STUD WALL (SEE TYP. SEC.) <br />TRUSS) <br />SECTION LL SECTION 4 <br />SCALE: N.T.S. S5 SCALE: N.T,S. S5 <br />SIMPSON H10A w/ (18) <br />1 Od x 1 12" AT EA. 2x4 OUTLOOKER <br />OUTLOOKER @ 24" O/C <br />TOP CORD <br />BLOCKING FOR <br />FIRST FOUR ROWS <br />OF TRUSSES @ <br />24" 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 7/16" <br />(2)16d NAILS OSB SHEATHING ATTACHED <br />W/ 1Od NAILS @ 6" O.C. <br />E ES AND 12" O.C. FIELD <br />JACK TRUSS <br />SEE PLAN FOR <br />CONNECTION <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 2x4 "T" ON TOP OF PANEL-' <br />OF THE LAST LAMINATION (SPACE AS SHOWN FOR 3-PLY) BLOCKING, FASTEN WITH L 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 1 Odx3" @ 4" O/C (2) 12d TOENAILS <br />EXT. WALL CONN. @ COMMON NAILS. (ONE INTO EACH OUTSIDE FACE OF - <br />NON - LOAD BEARING LOCATION B.U.C. SAME NUMBER OF ROWS SAME SPACING <br />D ) SECTION g <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" = V-0" S5 TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 <br />ADDITIONAL INFORMATION, <br />0 <br />00 I <br />i <br />MINIMUM 2x <br />CROSS BRACING <br />m <br />(SEE PLAN FOR <br />P11 <br />LOCATIONS) <br />(2)16d PER <br />JOINT <br />L CONTINUOUS BOTTOM CORD BRACING 2"x4" MIN. SEE M/S5 <br />00 <br />to <br />CROSS BRACING DETAIL <br />I <br />SCALE: N.T.S. <br />2"x4" OUTLOOKER @ 24" O.C. W/ (2)10d PER JOINT <br />1Odx3" O/C @J 2"x <br />TOENAIL 6" O/C RU <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 />o � <br />"L" BRACE W/ 10d @ 4" O.C. <br />.1 12 (SEE SCHEDULE FOR SIZE <br />o AND LOCATION) <br />6.9 MAX. <br />5 <br />Cn <br />°' <br />0 <br />S5 <br />c <br />J <br />OJ <br />LZ <br />i <br />U <br />5 <br />6 <br />S5 <br />0 <br />li <br />CONT. BEARING <br />GABLE END BRACING DETAIL <br />SCALE: N.T.S. <br />SCALE: N.T.S. <br />PRE-ENGINEERED <br />WOOD TRUSSES <br />SCALE: N.T.S. CJ'CJ <br />S5 <br />OVERLAP TRUSS BRACING <br />AT LEAST TWO TRUSS SPACES <br />`-MINIMUM (2)16d PER JOINT \-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 />8d @ 6"O/C 2 x 4 BLOCKING w/ (2) 1 Od <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />24" 0/C (TYP) <br />BRACING w/ (3)10d x 3" AT <br />\- <br />• EACH CONN. @ 24" O/C <br />SIMPSON HGAMIOKTA 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 />P, 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 />010" - 3'-0" <br />3'-0" - 6'4" <br />6-0" & GREATER <br />SCISSOR GABLE — (1) 2"x8" #2 S.P.F. @ EACH VERTICAL AND <br />(2) 2'W" 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" O/C. <br />3) SEE 6/S5 FOR MORE INFO. <br />SIMPSON HGA10KT w/ (4) 1/4„xi 1/2" SDS ^ ^ <br />-VVIV 1 . DG/1rSi1Vl7 <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 />0 <br />9� <br />0 <br />2 <br />9c� <br />CORNERJACK <br />U <br />� <br />W <br />Nz <br />LL <br />O <br />HIP FRAMING REFERENCE PLAN <br />0 <br />z <br />W <br />a <br />2x4 BLOCKING 2x4 "T" BLOCKING <br />@ 481 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 'IT" BLOCKING <br />2x4 BLOCKING @ <br />48" O.C. <br />"L" BRACE ATTACHED 16d NAIL <br />W/ 10d NAILS @ 4" 0.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" IIL" 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 BOTTO CHORD BRACING 2X4 MIN. <br />dLU <br />----p <br />----W <br />- <br />- <br />--- <br />- <br />- <br />0 <br />1 <br />v <br />a <br />�r <br />z o <br />W 4 <br />Q o <br />0 v <br />o <br />' <br />9WeJ <br />W <br />o <br />o <br />X <br />� <br />_ <br />c <br />o <br />o <br />NOTE: <br />1) SEE TRUSS MANUFACTURER'S TRUSS ENGINEERING <br />CUT SHEETS FOR ADDITIONAL PERMANENT BRACING <br />THAT MY BE REQUIRED <br />2) IT" 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 />a <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 />z M <br />- o <br />z <br />toz <br />Q <br />u, <br />4--J W <br />M o <br />•p <br />W <br />rt- <br />o <br />U <br />In CO <br />m <br />W o� <br />N co <br />17) <br />_ 0) <br />U <br />O_00 <br />t <br />J. <br />Q Ir <br />O co ti <br />In g <br />�Q o <br />I D®c <br />N N <br />10 <br />.w O M <br />�/. <br />SMC2 <br />Z W z <br />U) � 5 <br />I= w , <br />W .; - a w <br />— �mLLo a <br />W <br />Z HI! <br />zo <br />Z a0�� s <br />W N Q M L� Q <br />J ° <br />�'\0\W90mffj9 <br />F <br />°V.p.•°°..,, <br />�; <br />E� <br />.� <br />�Q) <br />W <br />E O •°• <br />S S ka�i`z�� <br />f/allEEi <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 />LENR <br />4600 W. Cypress St, Suite 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Oz <br />0 <br />�x <br />f5 <br />�Zgo <br />z�Z <br />o Z <br />LU <br />ce <br />UJ <L N <br />F�o <br />L <br />�/'� <br />z <br />O <br />�z <br />> <br />VJ <br />g� <br />z <br />Q <br />N3 <br />a. <br />W <br />-0 <br />0 <br />a <br />Wj <br />O <br />= <br />�� <br />z <br />_ <br />ooz <br />{t o <br />z' <br />Ln <br />Q <br />Lu <br />N <br />� <br />%2g <br />LL_z <br />z <br />aaL <br />z <br />z <br />W <br />ri <br />L0 <br />W <br />�ar� <br />� �, <br />azo <br />J <br />,�L]j <br />a <br />0a <br />,-� <br />Q <br />Z <br />i Y z <br />00 <br />z <br />z <br />p y ❑ <br />go <br />m <br />° <br />06 <br />:5 <br />W <br />X <br /><Z <br />` o <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. 10 <br />0 <br />SHEET NO. <br />S5 <br />