|
STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FAQ "TTAmuc"R
<br />PREaGINEERED WOOD
<br />TRUSSES AT 24' O.C. MAX.
<br />.OR.
<br />b(BLOCKNG AT SHEATHING EDGES w1
<br />2(RIBBON BOARD ATTACHED TO
<br />(3) 8d NALS INTO TRUSS
<br />TRUSS W/ 0)1Od NAILS, 2rO.C.
<br />CONTINUOUS STRUCTURAL
<br />CENTER MAX SPACING
<br />SHEATHING NAIL PER TYPICAL CONTINUOUS STRUCTURAL SHEATHING
<br />SHEATHING DETAIL -
<br />NAIL PER TYPICAL SHEATHING DETAL
<br />TYPICAL TRUSS ANCHOR
<br />PER PLAN IDETAILATTRUSS HEEL > 91/4' 'TYPICAL TRUSS
<br />ANCHOR PER PLAN
<br />NOTE:
<br />REFER TOARCf1TECTURALDRAWINGS AND/OR
<br />TRUSS MANUFACTURER DRAWINGS FOR
<br />SPECIFETRUSS PROFILE INFORMATION. P. HEEL HE6 HTS, SLOPE, OVERHANGS)
<br />STRUCTURAL SHEATHING,
<br />SEE PLAN AND DETAILS FOR
<br />ATTACHMENT
<br />PRE-ENaIEERED WOOD
<br />TRUSSES AT24'O.C. MAX
<br />TRUSS ANCHOR PER PLAN
<br />FASCIA, (SEE ARCH DINGS)
<br />BOND BEAM PER PLAN
<br />DETAILATTYPICALTRUSSW HEEL <9IN
<br />PROOF TRUSS
<br />ON MASONRY
<br />Scale:
<br />STRUCTURAL SHEATHING PER PLAN
<br />2x4 LADDER FRAMING AT 24" O.C. REDID AT
<br />OVERHANGS GREATER THAN 12". ATTACH TO TRUSS
<br />TOP CHORD w/ (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 2x4 "L" BACK.
<br />2. 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 IT
<br />"L" BACK AND AN ADDITIONAL DIAGONAL BRACE 15
<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 III BACK WITH (2) 12d's AND ONE SIMPSON H5
<br />CONNECTOR.
<br />NOTE
<br />REFER TOARCFI CTURILDRAWINGS ANDARTRUSS
<br />STRUCTURAL SHEATHING SEE PLAIN
<br />M ANIJ CNRER DRAWINGS FOR SPECACTRUSS PWILE
<br />AND DETAILS FOR ATTACHMENT
<br />INFORMATION. (Le.HEEL HEIGHTS, SLOPE, 04EAISINGS)
<br />PREfAGIIHEEAm WOOD
<br />N
<br />TRUSSES AT 2C O.C. MAX
<br />"OR,
<br />2x BLOCIWG AT SHEATHING EDGES w/
<br />2(RIBBON BOARD ATTACHED TO
<br />0) Bd NAILS KID TRUSS
<br />TRUSS W/ A 10d NAILS, YO.C.
<br />CONTINUOUS STRUCTURALSHEATHNIG
<br />CENTER MAX SPACING
<br />NAL PER TYPICAL SHEATHING DETAIL
<br />CONTINUOUS STRUCTURAL SHEATHING NAIL
<br />PER TYPICAL SHEATHING DETAL
<br />FRAMING PER PLAN
<br />MONG PER PLAN
<br />STRl1CTURALSHEATHNG,
<br />DETAILATTRUSSHEa>9114'
<br />SEE PLAN AND DETAILS FOR
<br />ATTACHMENT
<br />PRE-ENGINEERED WOODTRUSSES AT
<br />2CO.C. MAX
<br />TRUSS ANCHOR PER PLAN FRAMING PER PLAN
<br />FASCIA, (SEE ARCH DINGS) CONTINUOUS STRUCTURAL SHEATHING
<br />NAIL PER TYPICALSHEATHNG DETAIL
<br />DETAIL ATTYPICAL TRUSS w/ HEEL < 9114'
<br />TRUSSATTACHMENT:
<br />ALLTRUSS ENDS ARETO BE SEMB TO THE WALL BELOW USING ONE OF THE BELOW METHODS. ONE R111LORU MUST BE USED FOROONTNUOUS
<br />LOAD PATH:
<br />a NSTALLTYPDIILTRUSSANCHORTHROUGHEaOIIiIORSHEATHNG. EXT. WATHN IS CONTINUOUSANDRI.TPASFER 0011108 WEAR&
<br />UFO.
<br />b. NSTALLTYPICALTRMSSCONNWITIRFF@MTRUSSTOTOPPLATE ONNSIDEOFTHEWALLw/H25A@EVERVOT}ERSTUOTOTOPPLATE EXT.
<br />SHEKW IS OON WUS AND WILL TRANSFER COMMNED SHEAR & UP0.
<br />c. NSTALL ANCHOR AS GILLED FOR ON THE PLANS. TWET STRAPS ARE TO BE INSTALLED ON THE INSIDE OF THEWALL ANY STRAPS FROM THE
<br />STUDS TO THE UNDERLYING STRUCTURE WILL BE CALLED FOR ON THE PLANS.
<br />d. NSTALLTYPICAL TRUSS SCREWS FROM TRW TOTOP PLATE EXT SHEATHING LS CONTINUOUS ANDVALLTRANSFER COMBINED SHEAR & UPI.Ff.
<br />ROOF TRUSS ON FRAMING
<br />R02Scale:
<br />WM-010 1 /2"=1'-0"
<br />-2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH
<br />END w/ (2) 12d TOENAILS, NAIL SHEATHING TO BLOCKING
<br />AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK 4 BAYS BACK
<br />FROM GABLE TRUSS.
<br />-WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE
<br />SIDE OF BLOCKING.
<br />2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO
<br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE
<br />ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48"
<br />O.C. @ APPROX. 45-DEG ANGLE,
<br />SPLICE DETAIL FOR DIAGONAL 4' LAP WITH "T" LAP
<br />NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C.
<br />(2) SIMPSON A23 w/ (8) 10d x 1-1/2"
<br />(ONE ON EACH SIDE OF BRACE TO TOP PLATE).
<br />SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's `—SHEATHING PER PLAN
<br />AT 6" Q.C. NOTCH "L" BACKS AT TOP AND BOTTOM. PROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" 0 x 10"
<br />STRUCTURAL SHEATHING ('� M I I ANCHOR BOLTS AT 4'-0" O.C. MAX. w/2%2" PL.
<br />SEE PLAN FOR ATTACHMENT v u WASHERS AND 7" EMBEDMENT.
<br />NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED
<br />BEAM PER PLAN, FOR RAKED BEAM AT VAULTED
<br />TRUSS w/ 12d's AT 4" O
<br />CONDITION, SEE PLAN AND DETAIL.
<br />CONT. 2x4
<br />\ 2x4 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED
<br />CONTINUOUS / BRACE) NAILED TO DIAL, w/ 10d GUN @ TOP
<br />STRUCTURAL NAILS @ 8" D.C. BUTT JOINT ALLOWED
<br />SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED
<br />FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAL.
<br />BRACE SPLICE SHOWN
<br />FIELD NAILING`
<br />PER PLAN \ 2x4 BLOCKING AT 48' O.C. -
<br />3 TRUSS BAYS
<br />FRAMING 24 NAILED 0 BOTTOM
<br />WOOD PER PLAN GABLE END DIAGONAL BRACE TYPICAL SPLICE
<br />R09 GABLE END TRUSS BRACING DETAIL
<br />GABLE END 2x4 LADDER FRAMING AT 24" O.C. REQ'D AT
<br />OVERHANGS GREATER THAN 12". ATTACH TO TRUSS
<br />TOP CHORD w/ (2)-16d NAILS AT 24" O.C.
<br />(8) 10d NAILS EACH STRAP ENGINEERED WOOD
<br />O.C. MAX. ROOF TRUSS AT 24" CONT. 2x6 w/ (2) 12d NAILS
<br />CMU WALL
<br />Q
<br />(4) 1/4" 0 c 2-1/4" MASONRY
<br />SCREWS AT EACH STRAP. (1) SIMPSON HTSM16
<br />E
<br />9:1CONDTIONS OF USE: (OR APPROVED EQUAL)
<br />1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. AT EACH MISSED
<br />2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION.
<br />CD
<br />`�' 3. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS,
<br />°° IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION.
<br />MISSED TRUSS STRAP REPAIR
<br />R 13 '� (TYPICAL CMU WALL CONNECTION)
<br />O
<br />rZ
<br />STRUCTURAL SHEATHING PER PLAN
<br />2x BLOCKING BETWEEN EA.
<br />TRUSS MEMBER OR TRUSS WEB.
<br />2x LEDGER w/2-10d @ EA.
<br />CROSSING TRUSS MEMBER
<br />FOR ROOF SHEATHING
<br />NAILING
<br />2x4 OUTLOOKER
<br />PER DRAWINGS
<br />2x6 FASCIA
<br />1 x6 w/(3) 8d @
<br />EA. OUTLOOKER
<br />2x4 OUTLOOKER
<br />PER DRAWINGS
<br />2x4 FASCIA
<br />SHEATHING PER PLAN.
<br />GABLE TRUSS — OR —
<br />PER PLAN
<br />2x4 BETWEEN EA,
<br />OUTLOOKER w/(2)
<br />10d TOENAILS
<br />EDIMENT BLOCKING GABLE
<br />-VALLEY SET TRUSSES
<br />AT 24" O.C.
<br />-ROOF SHEATHING
<br />PER PLAN
<br />-MIN. 9" LONG 20 GA.
<br />FLAT STRAP w/ (8) 10d
<br />-SHEATHING PER
<br />PLAN.
<br />-OR-
<br />2x4 BLOCKING UNDER TRUSS
<br />ENDS. NAIL TO TRUSS CHORDS
<br />w/ (3) 10d EACH END.
<br />RWW-020 (,,,,�VALLEY SET OVER FRAME
<br />or=10% HNSEWIDTH —� 3
<br />X
<br />RNGE X
<br />�g
<br />GABLE END
<br />:7—Et
<br />BOSTON HIP �X�3
<br />-(' =10% HOUSE WIDTH X
<br />X
<br />GABLE
<br />m
<br />T =10% HOUSE WIDTH
<br />ROOF SHEATHING
<br />NAILS
<br />ROOF FASTENING ZONES
<br />Od RING SHANK
<br />0.11rX20
<br />1
<br />2
<br />3
<br />SHINGLE:
<br />7A V SPAN RATED SHEATHING
<br />OFFSET DIMENSION 10% HOUSE WIDTH
<br />x
<br />or
<br />TILE: 15/32'SPANRATED SHEATHING
<br />PANEL EDGES @ SUPPORTS (1)
<br />6'O.C.
<br />Prot
<br />4'0.0.
<br />METAL-1V/ZSPANRATEDSHEATHING
<br />PANEL FIELD (1)
<br />6'O.C.
<br />6'O,C.
<br />6'O.C.
<br />NOTES. ''DESIGNED WITH ENGINEERING
<br />1. LONG SIDE OF SHEATHING TO BE PERPENDIWLARTOTRUSSES OR RAFIEP&TYPICAL RATIONAL THAT MEETSASCE7-16
<br />2. EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES.
<br />3. FASTENING ZONES 2 AND 3 ARE EQUALTO 10% OFTOTAL HOUSE WIDTH, DIMENSION -('OFFSET FROM ROOF EDGE.
<br />30' WIDE HOUSE = T ZONE, 40WIDE HOUSE = 4' ZONE, 50'WIDE HOUSE = V ZONE, 6V WIDE HOUSE = 6'ZONE
<br />ROOF SHEATHING ATTACHMENT DIAGRAM
<br />R 11 Scale:
<br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT
<br />EACH END w/ (2) 12d TOENAILS. NAIL SHEATHING
<br />TO BLOCKING AT 6" O.C. w/ MINIMUM 8d NAILS.
<br />BLOCK 8'-0" BACK FROM GABLE TRUSS.
<br />2x4 DIAGONAL BRACING w/ (5) 12d COMMON
<br />NAILS EA. E4ND @ 32" MAX. SPACING
<br />CIF LENGTH IS LESS THAN 4'-0" USE 20 "L" BACK,
<br />IF LENGTH IS GREATER THEN 4'-0" USE (2) 2x4 1"
<br />BACKS. NAIL 'L" BACKS w/12d @ 12'0.C.(NOTCHED
<br />@ TOP w/2-12d TOENAILS
<br />"L" BACK -EXTEND 6' PAST
<br />LOWER ROOF SHEATHING
<br />SHEATHING PER PLAN'
<br />{� C PRTIAL GABLE END TRUSS DETAIL
<br />R09""APARTIAL GABLE
<br />SHEATHING PER PLAN.
<br />GABLE TRUSS
<br />PER PLAN
<br />2x4 BLOCKING AT 2'
<br />O.C, w/ (2) 12d TOE
<br />EACH END TO TRUSS
<br />RAIL
<br />4G SEE PLAN
<br />ACHMENT
<br />INEERED
<br />AT 24" O.C.
<br />` SHEATHING PER PLAN
<br />BOND BEAM PER
<br />PLAN AND SCHEDULE META16 AT BLOCKING w/1/4'
<br />MAX. GAP FROM TOP OF
<br />VALLEY SET TRUSSES VALLEY SET TRUSSES 8" CMU WALL. SEE PLAN WALL TO BOTT. OF BLOCKING
<br />AT 24" O.C. AT 24" O.C. FOR VERT. REINF,
<br />ROOF SHEATHING ROOF SHEATHING
<br />PER PLAN PER PLAN WALL BRACING AT NON -BEARING EXTERIOR WALL
<br />R07 N.0
<br />SHEATHING PER SHEATHING PER
<br />PLAN. PLAN.
<br />-OR- ---------------------
<br />2x4 PURLIN @ EA VALLEY STRUCTURAL
<br />(1) SDWC15600 TRUSS SCREW TRUSS. NAIL TO COMMON SHEATHING PER PLAN
<br />TO EVERY TRUSS BELOW TRUSS w/(3) 16d GUN NAILS PRE ENGINEERED
<br />BOTTOM CORD OF VALLEY TRUSSES AT 24" O.C.
<br />TRUSS NAILED TO PURLIN n TRUSS ANCHOR
<br />w/ 10d GUN NAIL @ 8" O.C. I I F PER PLAN
<br />STRUCTURAL SHEATHING PER PLAN
<br />2x4 OUTLOOKER FRAMING AT 24" O.C. OVER
<br />DROPPED GABLE END TRUSS. ATTACH TO
<br />TRUSS TOP CHORD w/ (2)-16d NAILS.
<br />CONT. 20 w/ (2) 12d NAILS
<br />SIMPSON H10A w/(16)8d NAILS MIN. —
<br />STRUCTURAL SHEATHING
<br />PRE-ENGINEERED WOOD
<br />TRUSSES AT 2-0" O.C. MAX.
<br />TRUSS ANCHOR
<br />SEE CONN. CHART
<br />BOND BEAM PER PLAN
<br />7 FASCIA
<br />SEE ARCH.
<br />DRAWINGS
<br />cMu
<br />1A1r%^P1
<br />20 BLOCKING AT DIAGONALS ONLY. ATTACH AT EACH
<br />END w/ (2) 12d TOENAILS. NAIL SHEATHING TD BLOCKING
<br />AT 6" O.C. w/ MINIMUM 8d NAILS. BLOCK4 BAYS BACK
<br />FROM GABLE TRUSS.
<br />WHEN SECOND BRACE IS REQUIRED, NAIL TO OPPOSITE
<br />SIDE OF BLOCKING.
<br />3
<br />SEE PLAN FOR ATTACHMENT OF ALL STRUCTURAL
<br />SHEATHING.
<br />ID
<br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 2x4 "L" BACK.
<br />2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 20 111
<br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW),
<br />2x SHTG.
<br />3. AT VERTICALS OVER 8'-4" TO 13'-0" USE ONE 2x4
<br />BLOCKING
<br />"L" BACK AND AN ADDITIONAL DIAGONAL BRACE IS
<br />REQUIRED AT THE PEAK AND AT EVERY OTHER VERTICAL
<br />—
<br />MEMBER IN THIS RANGE. ATTACH THE DIAGONAL AT MID
<br />HEIGHT AND TO THE BLOCKING BELOW THE ROOF
<br />8" CMU WALL OR LINTEL, SHEATHING PER
<br />SHEATHING w/ (5) 12d's AT EACH END. IN ADDITION TO
<br />SEE PLAN FOR PLAN
<br />THE SECOND DIAGONAL, A STRONGBACK IS ALSO
<br />REINFORCEMENT
<br />REQUIRED AT THESE VERTICALS AND MUST BE ATTACHED
<br />TO EACH "L" BACK WITH (2) 12d's AND ONE SIMPSON
<br />H2,5A OR ONE USP RT5 CONNECTOR.
<br />SIDE NAIL ALL "L" BACKS AND STRONGBACKS w/ 12d's
<br />AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOTTOM.
<br />2x6 DIAGONAL BRACING w/ (5) 10d COMMON NAILS TO
<br />BLOCKING. UNLESS NOTED OTHERWISE ON PLANS, PROVIDE
<br />STRUCTURAL SHEATHNG PER SHEDULE
<br />WIEDGE NAILING PER DETAIL
<br />(41 Od NAILS
<br />@EA OLTfAIGCfR !
<br />2X4OUTRK#RS
<br />2XBLOCI INGBETWEEN
<br />TRUSSES, TOENAIL @EA. END
<br />CONT. 2xFASCIA W/(2)16d
<br />NAILS AT EACH OUTLOOKER
<br />nIT(MM CONCRETE RAKE
<br />BEAM w1(2)#5 @TOP A BOTTOM
<br />FILL CELLS ACCORDING TO DETAIL
<br />CALLOUT ON STRUCTURAL DRAWINGS
<br />2x4 PT. LEDGER ATTACHED TO WALL
<br />w/1/4V-3/4' TAPCONS @ 24' o c.
<br />ONE BRACE NEAR THE PEAK AND THE REMAINDER AT 48
<br />D.C. @ APPROX. 45—DEG ANGLE. GABLE END DETAIL @ CONCRETE RAKE BEAM
<br />R33 Seale:
<br />SPLICE DETAIL FOR DIAGONAL 4 'IT" LAP WITH LAP 1/2"=1'-0" RV! 30
<br />NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C.
<br />TRUSS ANCHOR
<br />SEE CONN. CHART
<br />FRAMING PER PLAN
<br />R09B pl�DUTCH HIP GABLE TRUSS BRACING DETAIL w/DROPPED GABLE
<br />BOSTON HIP
<br />ROOF TRUSS PER
<br />MANUFACTURER
<br />2x6 LEDGER TO FRAME 02)
<br />1 /4" x 3" WOOD SCREW @ 16"
<br />O.C. BEVEL TOP TO MATCH
<br />ROOF PITCH
<br />SHEATHING TO TOP NAILER : 8d NAILS 4"
<br />O.C. AND 4" O.C. TO RAFTER/SUB-FASCIA
<br />12
<br />—IPER PLAN 2x4 FIELD FRAMED RAFTER 0 16" O.C. MAX
<br />SPACING - TOE NAIL ONE SIDE OF RAFTER TO
<br />LEDGERS w/ (2) 12d GUN NAILS. ON OPPOSITE
<br />SIDE, INSTALL A35 w/BOTTOMS BENT AND
<br />ATTACHED TO BOTTOM OF LEDGER & RAFTER
<br />w/ 10d x 1 1/2" NAILS. CONNECT TOP AND
<br />BOTTOM RAFTER TOGETHER w/ (5) 12d NAILS
<br />2x4 LEDGER TO FASCIA CUT
<br />FRAME: PER SPECS
<br />w/ (2) w/ 1/4" x
<br />3" WOOD SCREW @
<br />16" D.C.
<br />SUSPENDED RAFTER
<br />Scale:
<br />1 /2"=1'-0"
<br />O
<br />Q)
<br />co
<br />C?
<br />�
<br />M
<br />O
<br />0
<br />00
<br />A�
<br />�
<br />N
<br />a�
<br />V
<br />c�
<br />O
<br />;NIIIIII
<br />~
<br />to
<br />w
<br />0
<br />�:
<br />b�o
<br />"0
<br />rq
<br />Cck4
<br />M
<br />*§
<br />41
<br />N I
<br />*PulteGroup-
<br />C
<br />o
<br />N
<br />z
<br />s
<br />40
<br />•!■�
<br />V
<br />o
<br />c�
<br />0
<br />�i
<br />O ce)
<br />L\ �
<br />00
<br />-
<br />0 p
<br />a �
<br />O �
<br />a H
<br />C
<br />W
<br />o � w
<br />0
<br />PRODUCT MANAGER
<br />RELEASE
<br />DATE: XX /XX /XXXX
<br />PROJECT TYPE
<br />Single Famfl
<br />SPECIFICATION LEVEL
<br />PtAte
<br />. ``,,YIIllllr�
<br />00o Fieldstone �'
<br />.��`�,�p'"' •.
<br />PLAN NAME
<br />,
<br />Whitestone
<br />C.O.A#ARCHITECTURE:
<br />_
<br />6002802
<br />C.O.A.# ENGINEERING: 0• =
<br />29349 _ -
<br />NPC CHILD NUMBER
<br />2117 5O1
<br />0 BENJAMIN NIESE, PE
<br />P. E.# 86025
<br />❑ IAN MCCULLOUGH, PE STATE
<br />P.E.# 80956 �� le. 1pp.?tip:
<br />SHEET
<br />�
<br />08/26/2021 StONAL 0
<br />S4,1
<br />i
<br />DATE SIGNED �/1/III I1100
<br />
|