Laserfiche WebLink
SIMPSON HGAM11 <br />wl <br />(4)1/4"xl 112" SDS <br />SCREWS <br />TO BLOCKING & (� <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 H10A w/ (18) SIMPSON SP4 w/ 6 10d x <br />TOENAIL WI (2) 16d NAILS SIMPSON H10A w/ (18) ( ) <br />NAILING SCHEDULE FOR 2"x4„ 10d x 1 12" AT EA. 1 12" AT EA STUD USE BACKNAIL w/ 2 16d NAILS SIMPSON H10A w/ 18 <br />2"x4" OUTLOOKER SEE STRUCTURAL NOTES AND 10d x 1 12" AT EA. SEE STRUCTURAL NOTES ( () ( ) <br />SHEATHING DETAIL OUTLOOKER OUTLOOKER SP6 FOR 2x6 WALL USE 10d 1 12" AT EA <br />@ 24" O.C. <br />CHORDOR <br />BLOCKING F <br />FIRST FOUR <br />NAILING SCHEDULE FOR OUTLOOKER <br />SHEATHING DETAIL <br />24" <br />@ O.C.TOP OR SHEATHING <br />DETAIL <br />TOP CORD BLOCKING <br />45° <br />ROWS OF t <br />24 MAX. <br />TOP CORD BLOCKING 45°t <br />2X4 CONT"L" BRACE <br />@ <br />SIMPSON H10A w/ (18) <br />FOR FIRST FOUR <br />FASTENED W/ (2)10d 3" <br />FOR FIRST FOUR ROWS <br />ITRUSSES <br />EDGES OF 2X4 CRO BRACE <br />10d x 1 12" @ EA. <br />ROWS OF TRUSSES @ <br />AT 24" O/C. CMID HEIGHT <br />OF TRUSSES @ EDGES <br />SHEATHING APPROX. 8" FROM <br />OUTLOOKER <br />EDGES OF <br />12X4KICKER <br />OF SHEATHING TYPICAL <br />ITYPICAL @ RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />SHEATHING TYP. <br />xP#2 "L48" <br />O.C. EACHJOINTW/(3) 10d <br />AT LEAST WEB <br />0" 0/C. <br />EXTEND AT LEAST 90% OF <br />' <br />MAX. & (2)10d TOE NAILS @ <br />2x4 CROSS BRACE <br />WEB LENGTH & NOTCH AT <br />EA. END @ 48" O.C. <br />A <br />LENGTH (SEE TABLE) <br />(SEE <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) 8d <br />• SILL 1/2"CDX PLYWOOD OR <br />EACH JOINT W/ (2) 10d <br />FROM LEDGER TO <br />' <br />• <br />7/16" OSB SHEATHING <br />& (2)10d TOE NAILS @ <br />BLOCKING <br />ATTACHED W/ 10d <br />EA. END <br />NAILS @ 6" O.C. EDGES <br />GYPSUM WALLBOARD <br />GABLE TRUSS <br />F��1/2" <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 />7 <br />CDX PLYWOOD OR 7/16" <br />THROUGH CHORD <br />CORD ATTACHED W/ (2)16d TOENAILS <br />OSB 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 />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 />MOISTURE BARRIER <br />5/8" x 10" "J" BOLT @ 48" O.C. <br />WEEP SCREED <br />EA. END TYP. TOP & <br />BOTTOM ATTACHED wl (2 <br />5/8"x 10" "J" BOLT @ 32" O.C. MINIMUM 6" FROM <br />SIMPSON HETA20 w/ (8)10dxl 1/2" NAILS AT V-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 />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"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 SECTION <br />2 <br />WEB, USE MSTAM36 w/ (7) <br />10d NAILS & (4) 1/4"x2 1/4" SCALE: N.T.S. <br />S5 <br />SCALE: N.T.S. <br />Sj <br />TITEN ON OUTSIDE <br />SIMPSON H10A w/ (18) <br />BACKNAIL W/ 2 16d NAILS <br />SP8 FOR 2x8 WALL) <br />SEE STRUCTURAL NOTES OUTLOOKER <br />AND NAILING SCHEDULE <br />2x4 OUTLOOKER <br />FOR SHEATHIN <br />DETAIL <br />@ 24" O/C <br />iR <br />2x4 OUTLOOKER @ 24" <br />TOP CORD <br />O.C. (OPTIONAL - SEE <br />BLOCKING FOR <br />ELEVATIONS) <br />FIRST FOUR ROWS <br />LE TOP PLATE <br />OF TRUSSES @ <br />2x4 CROSS BRACE APPROX. 8" <br />2"x4"CROSS BRACE <br />24" MAX. <br />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 />7/16" OSB SHEATHING <br />OSB SHEATHING ATTACHED <br />FIRST (4) ROWS OF <br />NAILS <br />NAILS <br />ATTACHED w/ 10d 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 />AV 2x4'7" ON TOP OF PANEL <br />SIMPSON HGA10KT w/ (4)1/4"xl 1/2" <br />1063" @ 4" 0/C <br />BLOCKING, FASTEN WITH <br />SDS SCREWS TO TRUSS & (4)1/4"x3" <br />10dx3" @ 4" O/C <br />SDS SCREWS TO PLATES AT 36" O.C. <br />SIMPSON SP2 w/ (12)10d <br />').A LEDGER MATCH BOTTOM <br />NAILS AT EACH STUD <br />( 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 />() <br />10d x 1 12" AT EA. 2x4 OUTLOOKER <br />• REFER TO DETAIL J <br />r <br />SEE STRUCTURAL <br />OUTLOOKER @ 24" O/C <br />ON SHEET S5 FOR <br />LING <br />ANDNAILING <br />TOP CORD <br />X-BRACING, AND TOP <br />�go <br />SCHEDULE E <br />BLOCKING FOR <br />CHORD BLOCKING <br />`° <br />°° <br />SHEATHING DETAIL <br />FIRST FOUR ROWS <br />INFORMATION <br />OF TRUSSES @ <br />2"x4" CROSS BRACE <br />24" MAX. <br />EDGES OF <br />• WOOD TRUSSES <br />;° <br />APPROX. 8" FROM <br />SHEATHING TYP. <br />RIDGE FASTENED AT <br />"L" BRACE TO EXTEND <br />-2X4 RAT RUN BRACING <br />" <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 />2x4 PANEL BLOCKING <br />1/2"CDX PLYWOOD OR 7/16" <br />AT EA. TRUSS JOINT <br />@ 48" O/C FOR THE <br />(2)16d NAILS <br />OSB SHEATHING ATTACHED <br />(2) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 4" LAMINATIONS W/ (1) ROW <br />(3) 2" x 6" LAMINATIONS W/ (2) ROWS OF <br />FIRST ROWS OF <br />W/ 10d NAILS @ 6" O.C. <br />OF STAGGERED 10d COMMON WIRE NAILS <br />OF STAGGERED 30d COMMON WIRE NAILS <br />STAGGERED 30d COMMON WIRE NAILS <br />TRUSSEE S FROM EA. <br />; <br />E <br />ES AND 12" O.C. FIELD <br />2x4 BLOCKING @ 24° <br />(D = 0.148", L = 3") OR EQUAL <br />(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 />0/C w/ (2) 16d <br />TOENAILS @ EA. END <br />NOTES: <br />BOTTOM ATTACHED <br />SEE PLAN FOR <br />11 ADJACENT NAILS ARE DRIVEN FROM OPPOSITE SIDES 41 FOR 4-PLY PROVIDE 1/4" DIA. <br />x 51/2" LAG SCREWS OR EQUAL <br />w/ (2)16d TOENAILS <br />CONNECTION <br />MASONRY WALL OF THE COLUMN (SPACE AS SHOWN FOR 3-PLY) <br />ARCHITECTURAL FINISH 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 2X4 BLOCKING W/ <br />10dx3" @ 4" O/C (2)12d TOENAILS <br />EXT. WALL CONN. a� 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 />it D B.U.C., SAME NUMBER OF ROWS, SAME SPACING) <br />SEE TYP. WALL SECTION FOR SCALE: 3/4" =1'-0" TYPICAL NAILING SCHEDULES FOR BUILT-UP COLUMNS 8 SECTION g <br />= ADDITIONAL INFORMATION. `S5 <br />0 <br />N <br />r- <br />_ G 45° <br />t <br />MINIMUM 2x <br />m CROSS BRACING <br />(SEE PLAN OR <br />LOCATIONS) <br />(2)16d PER <br />JOINT <br />S CONTINUOUS BOTTOM CORD BRACING 2"x4„ MIN. SEE M/S5 <br />CROSS BRACING DETAIL J <br />t <br />a'i <br />0 SCALE: N.T.S. <br />N S5 <br />2"x4" OUTLOOKER @ 24" - <br />O.C. W/ (2)10d PER JOINT <br />10dx3" O/C <br />TOENAIL 6" O/C <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 />Q (SEE SCHEDULE FOR SIZE <br />12 AND LOCATION) <br />i 6.9 MAX. <br />�� S5 I I III\ <br />0 <br />.. <br />s <br />S5 <br />cg <br />i <br />001 <br />n tt <br />CONT. BEARING <br />GABLE END BRACING DETAIL <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 />PRE-ENGINEERED <br />WOOD TRUSSES <br />S5 SCALE: N.T.S. S5 <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 />8d @ 6"O/C 2 x 4 BLOCKING w/ (2)1Old <br />WOOD TRUSSES TOE NAILS AT EACH END @ <br />24" O/C (TYP) <br />0 <br />z <br />w <br />BRACING w/ (3)10d x 3" AT <br />• EACH CONN. @ 24" 0/C <br />SIMPSON HGAMIOKTAw/ (4) MOISTURE BARRIER <br />114"x1 1/2" SDS SCREWS TO <br />BLOCKING & (4)1/4"x2 3/4" BOND BEAM <br />TITEN TO CMU <br />MASONRY WALL <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(:S5; <br />5 <br />SCALE: N.T.S. <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 20'-0" MAX <br />"X" BRACE SEE DET. J/S5 r CONTINUOUS BOTTO CHORD BRACING 2X4 MIN. <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 />24" <br />0'0" - T-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" O/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 />�GABLETRUSS <br />—ww 1. 13CNr'111'4U -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 />yGo <br />LU <br />a <br />O� <br />Y CORNERJACK <br />a <br />cc <br />w <br />z <br />tz <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 />SCISSOR TRUSS <br />31 <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 />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 />C9 <br />z$ <br />z�z <br />a <br />Qn (9 <br />C1 <br />--' aw <br />0 <br />•OLn <br />W <br />� <br />fLZ U <br />�C> <br />m <br />'M <br />W <br />US-9 <br />e) <br />F`0 t° M <br />o0 <br />= g? <br />0 <br />`i o <br />¢rr <br />N c <br />Lng� <br />Q d <br />Al I <br />B D. <br />N C B•D C <br />/r <br />I <br />N � N <br />Z W0 O.C;q-, o0 <br />N Z z <br />� y M <br />� W <br />0 '2 <br />LL. <br />•••Q <br />�' <br />WWWF°•, G.0 <br />t <br />, ¢• <br />• <br />� F <br />FEW <br />````` <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 Bth 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 200 1 Tampa, FL 33607 <br />www.LennarTampa.com <br />Wo <br />zaa <br />�zo0 <br />2J <br />a m <br />PCs <br />L <br />g <br />rz <br />Z <br />c <br />Q <br />Q <br />w <br />Q <br />U <br />= <br />u <br />o <br />Z <br />9 . <br />600 <br />o <br />Ln <br />L.2, <br />{-�� <br />d � <br />j� <br />to M <br />Z <br />.-•I <br />J <br />� <br />Z <br />LLJ <br />a <br />z <br />U <br />$ <br />,-� <br />dam- <br />Z <br />t— U <br />Ln <br />16 <br />co <br />° <br />06 <br />g <br />LLJ <br />U <br />z <br />uj <br />,� <br />o <br />SCALE : AS NOTED <br />DATE : 7/31 /2018 <br />TECH: MJAMES <br />VERSION NO. 10 <br />SHEET NO. <br />S5 <br />