|
STRUCTURAL SHEATHING, SEE PLAN AND DETAILS FAD ArrARIUMIr
<br />PRE-ENGINEERED WOOD
<br />TRUSSES AT 2rO.C. MAX.
<br />'OR,
<br />2x BLOCKING AT SHEATHING EDGES wl
<br />2K PINION BOARD ATTACHED TO
<br />0) 8d NAILS INFO TRUSS
<br />TRUSS WI 0)10d NAILS, 24' O.C.
<br />CONMUOUS STRUCTURAL
<br />CENTER MAX SPACING
<br />SHEATHING NAIL PER TYPICAL
<br />CONTINUOUS STRUCTURAL SHEATHING
<br />SHEATHING DETAL
<br />-
<br />NAIL. PER TYPICAL SHEATHING DETAIL
<br />TYPICAL TRUSS ANCHOR
<br />PER PLAN
<br />DETALATTRUSS HEEL > 9114°
<br />TYPICAL TRUSS
<br />ANCHOR PER PLAN
<br />NOTE:
<br />REFER TOARCIITECTURAL DRAWIMAND/OR
<br />TRUSS MANUFACTURER DRAWINGS FOR
<br />SPECIFIC TRUSS PROFILE INFORMATION. @.a. HEEL NIGHTS, SLOPE, OVERHANGS)
<br />STRUCTURAL SHEATHING,
<br />SEE PLAN AND DETAILS FOR
<br />ATTACHMENT
<br />PRE-ENGINEERED WOOD
<br />TRUSSES AT20O.C. MAX.
<br />TRUSS ANCHOR PER PLAN
<br />FASCIA, {SEE ARCH DWGS)
<br />s�
<br />-
<br />BOND BEAM PER PLAN
<br />DERILATTYPICALTRUSS wl HEEL < B 114'
<br />ROOF TRUSS
<br />ON MASONRY
<br />I Scale;
<br />1 /2"=1'-0" R
<br />STRUCTURAL SHEATHING PER PLAN
<br />20 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 />CONT. 2x4 w/ (2) 12d NAILS
<br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "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'-O" USE ONE 20 � L
<br />0
<br />"L" 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 Sj
<br />CONNECTOR.
<br />��
<br />ANDARUSS
<br />STRUCTUAALSHFATHING SE#:PLAN
<br />MANUREFEFACTURER OR SPECIFIC PR
<br />URER DRAWINGS
<br />MANUFACNIEi DRAWINGS FOR sPECFIc TRUSS PROFILE
<br />AND DETAILS FOR ATTACHMENT
<br />INFORMATION. Cu. HEEL HEIGHTS. SLOPE, WEAHRNGS)
<br />PRE-ENGINEERED WOOD
<br />N
<br />TRUSSES AT 24' O.C. MAX.
<br />,OR,
<br />&BLOCIWGATSHEATHINGEDGE$WI
<br />2x RIBBON BOARD ATTACHED TO
<br />0) 8d NAILS INTO TRUSS
<br />TRUSS WI P 10d NAILS, 2e O.C.
<br />CONTINUOUS STRUCTURALSHEATHNG
<br />CENTER MAX SPACING
<br />NAIL PER TYPICAL SHEATHING DETAIL
<br />CONTNUOUS
<br />STRUCTURAL SHEATHING NAIL
<br />PER TYPICAL SHEATHING DETAL
<br />FRAMING PER PLAN
<br />FRAMING PER PLAN
<br />STRUCTURALSHEATHNG,
<br />DETALAT TRUSS HEEL> 9114'
<br />SEE PLAN AND DETAILS FOR
<br />ATTACHMENT
<br />PRE-ENGINEERED WOODTROSSES AT
<br />24'O.C. MAX.
<br />TRUSS ANCHOR PER PLAN
<br />FRAMING PER PLAN
<br />FASCIA, (SEE ARCH DWGS)
<br />COMMUS STRUCTURAL SHEATHING
<br />DETAIL ATTYPICAL TRUSS Wi HFH < 9114'
<br />NAIL PER TYPICAL. SHEATHING DETAL
<br />TRUSSATTACHMENT:
<br />ALL TRUSS ENDS ARE TO BE SECURED TO THE WALL BELOW USING ONE OF THE BELOW W HODS. ONE FULL OPTnN MUST BE USED FOR CONTNUOUS
<br />LOAD PATH:
<br />a WSTALLTYPICAI. TRUSS ANCHORTHROUGH INIEAlORSHEATHNG. EXf.SHEATHN 16CONTNUOUSAND WILL TRANSFERCOMBWEOSHEARA
<br />UPLIFT.
<br />b. INSTALL TYPICAL TRUSS OOMIECTORFROM TRUSS TOTOP PLATE ONNSIDEOFTHE WALL W/H2SA@EVERY OTHER RDTOTOP PLATE EXT.
<br />SHIEATHNG IS CONTINUOUS AND WSITRANSFER COMIXNED SHEAR 8 UPLIFT.
<br />c. NSTALLANCHORASCALLEDFOR ONTHERANS.IYLSTSTRAPSARETOBENSTALLEDONTHE NSDEOFTHEWALLANYSTRAPSFROM THE
<br />STUDS TO THE UNDERLYING STRUCTURE WILL BE CALLED FOR ON THE PLANS.
<br />d. WALL TYPICAL TRUSS SOWFROMTRUSSTOTOPPLATEEXTSHEATHNGISCONTINUOUSANDWILLTMIMSFERCOMBNEDSHEARAUPLFT.
<br />ROOF TRUSS ON FRAMING
<br />R02 'MP
<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 0 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 SHEATHING PER PLAN
<br />AT 6" O.C. NOTCH "L" BACKS AT TOP AND BOPROVIDE CONT. 2x8 P.T. PLATE w/ 1/2" x 10"
<br />STRUCTURAL SHEATHING M V ANCHOR BOLTS AT 4'-0" O.C. MAX, w/2%2" PL.
<br />SEE PLAN FOR ATTACHMENTy WASHERS AND 7" EMBEDMENT,
<br />NAIL BOTTOM CHORD OF GABLE MASONRY WALL, BOND BEAM, LINTEL BEAM OR RAKED
<br />TRUSS w/ 12d's AT 4" O.C. BEAM PER PLAN. FOR RAKED BEAM AT VAULTED
<br />CONDITION, SEE PLAN AND DETAIL.
<br />/ CONT. 2x4
<br />\ 20 NAILED FLAT TO TOP OF BRACE ("T" 2x6 NAILED
<br />CONTINUOUS / BRACE) NAILED TO DIAL. w/ 10d GUN @ TOP
<br />STRUCTURAL NAILS @ 8" O.C, BUTT JOINT ALLOWED
<br />SHEATHING SEE PLAN (48" MIN MEMBER LENGTH), BRACED
<br />FOR ATTACHMENT REQUIRED TO BE CONTINUOUS OVER DIAG.
<br />BRACE SPLICE SHOWN
<br />FIELD NAILING
<br />PER PLAN \ 2x4 BLOCKING AT 48' O.C. -
<br />3 TRUSS BAYS
<br />FRAMING 2x6 NAILED @ BOTTOM
<br />WOOD PER PLAN GABLE END DIACONAL BRACE TYPICAL SPLICE
<br />GABLE END TRUSS BRACING DETAIL
<br />R09GABLE 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.
<br />ROOF TRUSS AT 24" CONT. 2x6 w/ (2) 12d NAILS
<br />CMU WALL
<br />c
<br />(4) 1/4" 0 c 2-1/4" MASONRY
<br />SCREWS AT EACH STRAP. (1) SIMPSON HTSM16
<br />v CONDTIONS OF USE: (OR APPROVED EQUAL)
<br />1. QUANTITY OF MISSED STRAPS DOES NOT EXCEED FIVE (5) CONSECUTIVE LOCATIONS. EACH MISSED
<br />LO
<br />li
<br />2. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1,175 Ibs. UPLIFT. LOCATION.
<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 />R13 ITYPI(%Al ("MiI WAI I l:f1NNr-rM0hh
<br />STRUCTURAL SHEATHING PER PLAN
<br />2x BLOCKING BETWEEN EA.
<br />TRUSS MEMBER OR TRUSS WEB,
<br />A 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 />20 OUTLOOKER
<br />PER DRAWINGS
<br />2x4 FASCIA
<br />SHEATHING PER PLAN.
<br />GABLE TRUSS — OR —
<br />PER PLAN
<br />20 BETWEEN EA.
<br />OUTLOOKER w/(2)
<br />10d TOENAILS
<br />EDIMENT BLOCKING GABLE
<br />-VALLEY SET TRUSSES
<br />AT 24" Q.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 />RVUW-020 DnC VALLEY SET OVER FRAME
<br />�"=10%HOUSEWIDTH —� 3
<br />0 T
<br />RIDGEX
<br />GABLE END �
<br />BOSTON HIP X 3
<br />I1vv Jig
<br />7P =10% HOUSE WDlli X
<br />X
<br />GABLE
<br />w1�
<br />T =10% HOUSE WIDTH
<br />ROOF SHEATHING
<br />NAILS
<br />ROOF FASTENNG ZONES
<br />Ed RING SHANK
<br />1
<br />2
<br />3
<br />SHINGLE:
<br />7AV SPAN RATED SHEATHING
<br />OFFSETDIJEN5g T=10%HOUSEWIM
<br />x
<br />°
<br />TILE: 15i32'SPANFATED SHEATHING
<br />PANELEDGES@SUPPORTS (1)
<br />6'O.C.
<br />frO.C.
<br />4'O.C.
<br />METAL:I5132'SPAN RATED SHEATHING
<br />PANELFELD (1)
<br />6'O.C.
<br />frO.C.
<br />f1'O.C.
<br />NOTES: *DESIGNED WITH ENGINEERING
<br />1. LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS•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 EQUALT010% OFTOTAL HOUSE WIDTH, DIMENSION 7('OFFSET FROM ROOF EDGE.
<br />311WIDE HOUSE = T ZONE, 9WI1DE HOUSE = 4' ZONE, WWDE HOUSE = 5' ZONE, 6V WIDE HOUSE = 6`ZONE
<br />ROOF SHEATHING ATTACHMENT DIAGRAM
<br />2x4 BLOCKING AT DIAGONALS ONLY. ATTACH AT
<br />EACH END w/ (2) 12d 10ENNLS. NAIL SHEATHING
<br />TO BLOCKING AT 6" O,C, w/ MINIMUM 8d NAILS.
<br />BLOCK 8'4' BACK FROM GABLE TRUSS.
<br />2x4 DIAGONAL BRACING w/ (5) 12d COMMON
<br />NAILS EA. E4ND @ 32" MAX. SPACING
<br />—IF LENGTH IS LESS THAN 4'-0" USE 2x4 "L" BACK,
<br />IF LENGTH IS GREATER THEN 4'-O' USE (2) 2x4 1'
<br />BACKS. NAIL "L" BACKS w/12d @ 12'O.C.(NOTCHED
<br />@ TOP w/2-12d TOENAILS
<br />"L" BACK -EXTEND 6' PAST
<br />LOWER ROOF SHEATHING
<br />SHEATHING PER PLAN)
<br />PARTIAL GABLE END TRUSS DETAIL
<br />R09C PARTIAL GABLE
<br />SHEATHING PER PLAN.
<br />GABLE TRUSS
<br />PER PLAN
<br />RAL
<br />iG SEE PLAN
<br />ACHMENT
<br />�INEERED
<br />AT 24" O.C.
<br />2x4 BLOCKING AT 2'-
<br />O.C. w/ (2) 12d TOE
<br />EACH END TO TRUSS
<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 NdS,
<br />SHEATHING PER SHEATHING PER
<br />PLAN. PLAN.
<br />-OR- -
<br />----.---------- -
<br />-----
<br />2x4 PURLIN @ EA VALLEY
<br />(1) SDWC15600 TRUSS SCREW TRUSS. NAIL TO COMMON
<br />TO EVERY TRUSS BELOW TRUSS / 3 16d GUN NAILS
<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 />FASCIA
<br />SEE ARCH.
<br />DRAWINGS
<br />nI Al I
<br />�■ ■.Will""
<br />w()
<br />BOTTOM CORD OF VALLEY
<br />TRUSS NAILED TO PURLIN
<br />w/ 10d GUN NAIL 0 8" O.C.
<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, 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 />3
<br />1. AT VERTICALS 3'-6" TO 6'-6" USE ONE 20 "L" BACK
<br />2. AT VERTICALS OVER 6'-6" TO 8'-4" USE (2) 20 "L"
<br />BACKS (1 EA. SIDE) (OR FRAME PER CASE 3 BELOW).
<br />2x SHTG.
<br />3, AT VERTICALS OVER 8'-4" TO 1S-O" USE ONE 20
<br />BLOCKING
<br />"L" BACK AND AN ADDTIONAL 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 />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 />STRl1CT1JRAL SHEATHING PER SHEDULE
<br />WIEDGE NALNG PER DETAIL
<br />(2)10d NAILS _
<br />@EA.OUTRIGGER
<br />'=t
<br />2x4OUTT MRS
<br />@12U.C.
<br />2x EILOMG BETWEEN
<br />TRUSSES, TOENAIL @Ek END
<br />CONT. 2x FASCIA, WI(2)16d
<br />NAILS AT EACH OUTLOOKER
<br />87c12'(MN) CONCRETERAIE
<br />BEAM wl(2)#5 @TOP 8 BOTTOM
<br />FILL CELLS ACCORDING TO DETAL
<br />CALLOUT ON STRUCTURAL DRAWINGS
<br />20 PT. L EM ATTACHED TO WALL
<br />w1114)2-- ' TAPCONS @ 24' ox.
<br />ONE BRACE NEAR THE O.C. @APPROX. 45-DEGAK THE REMAINDER AT 48 GABLE END DETAIL @ CONCRETE RAKE BEAM
<br />" R33 5aal
<br />SPLICE DETAIL FOR DIAGONAL 4 LAP WITH T LAP 1/2"=1'-0" RWM-330
<br />NAILED w/ (2) ROWS 10d GUN NAILS @ 8" O.C.
<br />TRUSS ANCHOR
<br />SEE CONN. CHART
<br />FRAMING PER PLAN
<br />R09B DUTCH HIP GABLE TRUSS BRACING DETAIL WDROPPED GABLE
<br />BOSTON HIP
<br />ROOF TRUSS PER
<br />MANUFACTURER
<br />2x6 LEDGER TO FRAME w/(2)
<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 />2 O.C, AND 4" O.C. TO RAFTER/SUB-FASCIA
<br />1
<br />—1PER PLAN 20 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 />20 LEDGER TO FASCIA cur
<br />FRAME: PER SPECS
<br />w/ (2) w/ 1/4" x
<br />3' WOOD SCREW 0
<br />16" O.C.
<br />SUSPENDED RAFTER
<br />ITV Scale:
<br />` 1/2 1'-0"
<br />VANj11IIII AAA
<br />000 Fieldstone �.��,�,a.... .
<br />C.O.A# ARCHITECTURE: i
<br />AA26002802
<br />C.O.A.# ENGINEERING: No. 86 _
<br />29349 r
<br />BENJAMIN NIESE, PE
<br />P.E.#86025
<br />❑ IAN MCCULLOUGH, PE STATE
<br />P.E.# 80956
<br />08i23i2021 NAL f��� ��•
<br />DATE SIGNED A11j111I111�1,
<br />00
<br />M16
<br />00
<br />I�
<br />O
<br />0
<br />�i
<br />00
<br />A'
<br />ON
<br />as
<br />N
<br />a�
<br />V
<br />K'
<br />O
<br />;0IIIIIII
<br />'�
<br />it
<br />w
<br />O
<br />�:.2
<br />b•4
<br />ri
<br />C
<br />N
<br />I�
<br />tPulteGrat.,gr
<br />lu
<br />V V90
<br />;5 :9
<br />N
<br />z
<br />s
<br />•rl � �
<br />N
<br />v
<br />o
<br />0
<br />N_
<br />00
<br />-k::
<br />1
<br />O V
<br />O Cn
<br />co I�—I
<br />CtY � <�
<br />w
<br />�i4 Q
<br />o w
<br />0�/
<br />r�•� M P4 11
<br />PRODUCT MANAGER
<br />RELEASE
<br />DATE: XX /XX /XXXX
<br />PROJECT TYPE
<br />Single Famfl
<br />SPECIFICATION LEVEL
<br />PA
<br />PLAN NAME
<br />Whitestone
<br />NPC CHILD NUMBER
<br />2117.501
<br />SHEET
<br />SU
<br />
|