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<br />r,
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<br />CP
<br />STRUCTURAL SHEATH11% SEE PLAN AND DEW FOR ATrACHIIIENT
<br />PREfNGINEERED WOOD
<br />TRUSSES AT2?0.0� WX
<br />.OR-
<br />2K BLOCWG AT SHEATHING
<br />�CHED
<br />b(RIBBON BOARD ATTACKED
<br />EDGES w/ M Od NALS INITO TRUSS
<br />TO TRW w/ q 10d NIALS, 24'
<br />.8 ' 24'
<br />CONTINUOUS STRUCTURAL
<br />I
<br />O.C. GEM MAX. SPJACNG
<br />SHEATHING INAL PER TYPICAL
<br />CONTINIUOUIS STRUCTURAL
<br />M
<br />SHEATHINIG DETAIL
<br />SHEATHINIGNALPERTYPIX
<br />MAL
<br />TYPICAL TRUSS
<br />nc rAm
<br />SHEATHING DErAL
<br />ANCHOR PER PLAN
<br />DETALAT TRUSS �91,W
<br />TYPICAL TRUSS
<br />ANCHOR PER PLAN
<br />NOTE:
<br />REFERM ARCHITECTURAL. DRAWINBS ANDIORTRUSS MAINUFAUTURIER DRAWINGS FOR
<br />SPECFCTRU$g PROFLE INFORMATION. P. HEEL HOWS, SLOPE, OVDHN44
<br />STRUCTURAL MTHING,
<br />SEE PLAN AND DETAILS FOR
<br />ATTACHMENT
<br />PRE-ENGIINEEREDWOOD
<br />TRUSSES ATWO.C. WX
<br />TRUSSMD40R
<br />PER PLAIN
<br />FASCIA, (SEE ARCH MR
<br />BOND BEW PER PLM
<br />IDETAILATTYPIGALTRUSS
<br />v# HEEL < 0 11C
<br />�OOF�TRUS�SON�MASO�NRY......
<br />LV--�) 5';c1e: File N-3me-.
<br />1 /2"= V-0" RWM-010
<br />CTURAL
<br />THING SEE PLAN
<br />ATTACHMENT
<br />ENGINEERED
<br />SES AT 24" O.C.
<br />2x4 BLOCKING AT 2'-
<br />O.C. wl (2) 12d TOE
<br />EACH END TO TRUSS
<br />SHEATHING PER PLAN
<br />BOND BEAM PER
<br />PLAN AND SCHEDULE �META16 AT BLOCKING wl`114�
<br />8" CMU WALL. SEE PLAN MAX. CAP FROM TOP OF
<br />FOR VERT. REINF, WALL TO BOTT. OF BLOCKING
<br />�EX�TERIOR�WALL
<br />R07 #&L BRA�CINOAT NON-�BEARING
<br />(8) 10d NAILS EACH �
<br />(4) 1/4' 0 c 2-1/4' M,
<br />ENGINEERED WOOD
<br />ROOF TRUSS AT 24"
<br />O.C. MAX,
<br />CMU WALL
<br />SCREWS AT EACH STRAP. (1) SIMPSON HTSM15
<br />CONDTIONS OF USE: (OR APPROVED EQUAL)
<br />1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED RVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED
<br />2� UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION.
<br />3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATONS,
<br />IF FIELD CONDITIONS EXCEED CONDITIONS.OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION.
<br />AP REPAIR
<br />rR 13) TU" 'T' LL co cTj
<br />UYPICAL CMIJ WA NNE ON)
<br />STRUCTURAL SHEATHING PER PLAN
<br />2x4 LADDER FRAMING AT 24" O.C. REQ'D AT
<br />OVERHANGS GREATER THAN 12". ATTACH TO TRUSS
<br />TOP CHORD wl (2)-16d NAILS AT 24" O�C.
<br />CONT. 2x4 w/ (2) 12d NAILS
<br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "L" BACK.
<br />1 AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 2x4 "L"
<br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW).
<br />3. AT VERTICALS OVER 8'-4' TO 13'-0" USE ONE 2x4
<br />1" BACK AND AN ADDITIONAL DIAGONAL BRACE IS
<br />REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL
<br />MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID
<br />HEIGHT AND TO THE BLOCKING BELOW THE ROOF
<br />SHEATHING w/ (5) 12d's AT EACH END, IN ADDITION TO
<br />THE SECOND DIAGONAL, A STRONGBACK IS ALSO
<br />REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED
<br />TO EACH 1" BACK WITH (2) 12d's AND ONE SIMPSON H5
<br />CONNECTOR.
<br />2x� OUTLOOKER
<br />PER DRAWINGS
<br />2x6 FASCIA
<br />I x6 w/(3) 8d @
<br />EA. OUTLOOKER
<br />2x� OUTLOOKER
<br />PER DRAWINGS
<br />24 FASCIA
<br />SHEATHING
<br />PER PLAN. — OR -
<br />CABLE TRUSS
<br />PER PLAN 2x4 BETWEEN EA.'
<br />OUTLOOKER w/(2)
<br />10d TOENAILS
<br />EDIMENT BLOCKING @ GABLE
<br />VALLEY SET TRUSSES
<br />AT 24' D.C,
<br />ROOF SHEATHING
<br />PER PLAN
<br />MIN, 9" LONG 20 GA.
<br />FLAT STRAP w/ (8) 10d
<br />SHEATHING PER _OR_
<br />PLAN.
<br />20 BLOCKING UNDER TRUSS
<br />ENDS. NAIL TO TRUSS CHORDS
<br />w/ (3) 10d EACH END,
<br />pnp),VALLEY SET OVER FRAME
<br />I 11vv ]M&
<br />SHEATHING
<br />PER PLAN.
<br />GABLE TRUSS
<br />PER PLAN
<br />VALLEY SET TRUSSES
<br />AT 24" O.C,
<br />ROOF SHEATHING
<br />PER PLAN
<br />SHEATHING PER _OR_
<br />PLAN.
<br />(1) SDWC15600 TRUSS SCREW
<br />TO EVERYTRUSS BELOW
<br />PRE-ENGINEERED ROOF
<br />TRUSSES @ MAX. 2�` O�C,
<br />SHEATHING PER ARCH 1x4 FURRING AT
<br />INSTALLED PER MANUF. MAX, 16' O.C. w/
<br />(3)10d AT EA TRUSS
<br />EXTERIOR CEILING FURRING —
<br />SCALE: N.T.S.
<br />�VALLEY SET TRUSSES
<br />AT 24" O.C.
<br />ROOF SHEATHING
<br />-'-�—PER PLAN
<br />2x4 BLOCKING AT DIAGONALS ONLY.
<br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH
<br />ATTACH AT EACH END wl (2) 12d
<br />END wl (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING
<br />TOENAILS, NAIL SHEATHING TO
<br />AT 6" O.C, wl MINIMUM 8d NAILS. BLOCK 4 BAYS BACK
<br />STRUCTURAL SHEATHING PER PLAN
<br />BLOCKING AT 6" O.C, w/ MINIMUM
<br />FROM GABLE TRUSS.
<br />20 LADDER FRAMING AT 2�" O.C. REQ'D AT
<br />8d NAILS. BLOCK4 BAYS BACK
<br />FROM GABLE TRUSS.
<br />MEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE
<br />OVERHANGS GREATER THAN 12". ATTACH TO TRUSS
<br />SECOND BRACE IS REQUIRED,
<br />SIDE OF BLOCKING.
<br />TOP CHORD w/ (2)-16d NAILS AT 24' O,C,
<br />�WHEI
<br />NAIL TO OPPOSITE SIDE OF BLOCKING.
<br />CONT. 20 wl (2) 12d NAILS
<br />STRUCTURAL SHEATHING
<br />26 DIAGONAL BRACING wl (5) 10d COMMON NAILS TO
<br />PRE-ENGINEERED WOOD
<br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE
<br />TRUSSES AT 2'-D" O.C. M AX.
<br />SEEPLAN FOR ATTACHMENT OF ALL
<br />'3
<br />ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 4'
<br />STRUCTURAL SHEATHING.
<br />D.C. @ APPROX. 45-DEG ANGLE.
<br />TRUSS ANCHOR 3
<br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE
<br />T SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T' LAP
<br />SEE CONN. CHART
<br />20 V BACK.
<br />NAILED w/ (2) ROWS 10d GUN NAILS 9 8" O.C.
<br />BOND BEAM PER PLAN
<br />2. AT VERTICALS OVER 6'-6* TO 8'-4'
<br />SIMPSON A23 w/ (8) 10d x 1-1/2"
<br />USE (2) 20 1" BACKS (1 EA. SIDE) (OR
<br />(ONE O,N EACH SIDE OF BRACE TO TOP PLATE),
<br />PpAmp ppp rAqp � API nw)
<br />SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's
<br />SHEATHING PER PLAN
<br />AT 6" O�C. NOTCH 1" BACKS AT TOP AND BOTTOM.
<br />PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10"
<br />STRUCTURAL SHEATHING
<br />7
<br />ANCHOR BOLTS AT 4'-0" O.C. MAX. vi/2%2' PL.
<br />Cmu WASHERS AND 7" EMBEDMENT.
<br />SEE PLAN FOR ATTACHMENT
<br />MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED
<br />NAIL BOTTOM CHORD OF CABLE
<br />BEAM PER PLAN. FOR RAKED BEAM AT VAULTED
<br />TRUSS w/ 12d's AT 4" O.C.
<br />CONDITION, SEE PLAN AND DETAIL.
<br />CONT. 20
<br />20 NAILED FLAT TO TOP OF BRACE ('T' 2x6 NAILED
<br />CONTINUOUS
<br />BRACE) NAILED TO DIAG. wl 10d GUN 0 TOP
<br />STRUCTURAL
<br />NAILS @ B" O.C. BUTT JOINT ALLOWED
<br />SHEATHING SEE PLAN
<br />(48" MIN MEMBER LENGTH), BRACED
<br />FOR ATTACHMENT
<br />REQUIRED TO BE CONTINUOUS OVER DIAG,
<br />BRACE SPLICE SHOWN
<br />FIELD NAILING
<br />PER PLAN
<br />A DI Or'VIKIF' AT Ag" n P
<br />3 TRUSS BAYS 2x6 NAILED @ BOTTOM
<br />FRAMING
<br />WOOD- PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE
<br />GABLE END TRUSS BRACING DETAIL
<br />R09US
<br />9A CABLE END
<br />—rAZ)L,1A
<br />SEE ARCH BLOCKING
<br />DRAWINGS 3, AT VERTICALS OVER 8'-4" TO 13'-0"
<br />8" CMU WALL OR
<br />USE ONE 2x4 "L" BACK AND AN
<br />LINTEL, SEE PLAN SHEATHING PER ADDITIONAL DIAGONAL BRACE IS REQUIRED
<br />FOR REINFORCEMENT PLAN ATTHE PEAK AND ATEVERY OTHER
<br />VERTICAL MEMBER IN THIS RANGE. ATTACH
<br />MASONRY, 2x4 DIAGONAL BRACING w/ (5) 12d THE DIAGONAL AT MID HEIGHT AND TO THE
<br />COMMON NAILS TO BLOCKING AND BLOCKING BELOW THE ROOF SHEATHING w/
<br />TO THE "L' BACK UNI ESS NOTED (5) 12d's AT EACH END. IN ADDITION TO
<br />THE SECOND DIAGONAL, A STRONGBACK IS
<br />OTHERWISE ON PLANS, PROVIDE ALSO REQUIRED AT THESE VERTICALS AND
<br />ONE BRACE AT THE PEAK AND THE MUST BE ATTACHED TO EACH V BACK
<br />REMAINDER AT 48" D.C. DIAGONALS WITH (2) 12d's AND ONE SIMPSON H2.5A
<br />OVER 8'-0" MUST HAVE AN OR ONE USP RT5 CONNECTOR.
<br />TRUSS ANCHOR ADDITIONAL "T" BRACE ATTACHED
<br />SEE CONN. CHART TO THE NARROW EDGE w/ /12d's SIDE NAIL ALL "L" BACKS AND
<br />FRAMING PER PLAN AT 6" O�C.. "T" BRACE LENGTH TO STRONGBACKS wl 12d's AT 6" O.C. NOTCH
<br />Qf TWF 111 A POKI A I 'Q IF WITW WNHIZ
<br />--, — ---1 12' FROM EACH END. L BACKS AT TOP AND BOTTOM,
<br />WOOD DUTCH HIP GABLE TRUSS BRACING DETAIL
<br />R09B Lm
<br />"X" - 10% Jyxj� = 10% 107. OF
<br />HOUSE WIDTH HOUSE WIDTH HOUSE WIDTH
<br />-X
<br />�jl— — 7(
<br />(D (D
<br />x
<br />RIDGE:�/
<br />(D CABLE END
<br />BOSTON HIP
<br />T
<br />RIDGE -/ I
<br />(D GABLE END
<br />GABLE x
<br />w'm
<br />ROOF SHEATHING
<br />NAILS
<br />ROOF FASTENING ZONES
<br />SHINGLE:
<br />7/16" SPAN RATED PLYWOOD OR OSB
<br />8d RING SHANK
<br />0.113" x 2-3/8"
<br />1
<br />2
<br />3
<br />OFFSET DIMENSION "X" = 10% HOUSE WIDTH
<br />#X0
<br />11X9
<br />TILE: 15/32" SPAN RATED PLYWOOD
<br />OR OSB
<br />PANEL EDGES @ SUPPORTS (1)
<br />6" 0. C.
<br />6" O.C.
<br />4" O.C.
<br />PANEL FIELD
<br />6" D. C,
<br />6" O,C.
<br />6" O'a
<br />METAL:
<br />15/32" SPAN RATED PLYWOOD w/24 GA.
<br />19/32" SPAN RATED PLYWOOD w/26 GA.
<br />NUIE�: * DESIGNED WITH ENGINEERING
<br />1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS- TYPICAL. RATIDNAL THAT MEETS ASCE7-16
<br />2. EDGE SPACING ALSO APPLIES OVER CABLE END WALLS OR TRUSSES.
<br />3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSION "X" OFFSET FROM ROOF EDGE.
<br />30' WIDE HOUSE = 3' ZONE, 40' WIDE HOUSE = 4' ZONE, 50' WIDE HOUSE = 5' ZONE, 60' WIDE HOUSE = 6' ZONE
<br />'�,�,'ROOF SHEATHING ATTACHMENT DIAGRAM
<br />SHEATHING PER
<br />PLAN,
<br />20 PURLIN @ EA VALLEY
<br />TRUSS, NAIL TO COMMON
<br />TRUSS w/(J) 16d GUN NAILS
<br />BOTTOM CORD OF VALLEY
<br />TRUSS NAILED TO PURLIN
<br />w/ 10d GUN NAIL @ 8" D.C.
<br />2x4 LADDER FRAMING AT 24� D.C. REQ'D AT —
<br />OVERHANGS GREATER THAN 12". ATTACH TO TRUSS
<br />TOP CHORD w/ (2)-16d NAILS AT 24" M.
<br />STRUCTURAL SHEATHING PER PLAN
<br />2x BLOCKING BETWEEN EA. —
<br />TRUSS MEMBER OR TRUSS WEB,
<br />2x LEDGER w/2-10d 0 EA.
<br />CROSSING TRUSS MEMBER
<br />FOR ROOF SHEATHING
<br />NAILING
<br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT
<br />EACH END wl (2) 12d TOENAILS. NAIL SHEATHING
<br />TO BLOCKING AT 6' O,C. wl MINIMUM 8d NAILS.
<br />BLOCK 8'-0' BACK FROM GABLE TRUSS.
<br />2x4 DIAGONAL BRACING w/ (5) 12d COMMON
<br />--IF LENGTH IS LESS THAN 4'-0" USE 2x4 "L" BACK,
<br />IF LENGTH IS GREATER THEN �—O' USE (2) 2x4 "L'
<br />BACKS, NAIL 1' BACKS w/12d 0 12"0.C.(NOTCHED
<br />0 TOP w/2-12d TOENAILS
<br />11 L' BACK —EXTEND 6" PAST
<br />LOWER ROOF SHEATHING
<br />SHEATHING PFR PLAN--J
<br />PARTIAL GABLE END TRUSS DETAIL
<br />Rvv NJ f-- PARTIAL CABLE
<br />Fieldstone
<br />C.O.A# ARCHITECTURE:
<br />AA26002802
<br />C.O.A ' # ENGINEERING: 0. 60
<br />29349
<br />N BENJAMIN NIESE, PE
<br />P. E.# 86025
<br />0
<br />1:1 IAN MCCULLOUGH, PE STAT
<br />P.E.# 80956
<br />08/30/2021 0
<br />DATE SIGNED III 100\
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<br />PRODUCT MANAGER
<br />RELEASE
<br />DATE: xx/xx/xxxx
<br />PROJECT TYPE
<br />Single Famfly
<br />SPECIFICATION LEVEL
<br />Pulte
<br />PLAN NAME
<br />Highgate
<br />NPC CHIM NUVRER
<br />2811.500 mi
<br />SHEET
<br />Val
<br />
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