|
STRUCTURAL SHEATHING, SEE PLAN AND
<br />DETAILS FOR ATTACHM
<br />PRE-ENGINEERED
<br />1112, WOOD TRUSSES
<br />AT 24' D.C. MAX. 7 M NT
<br />, OR,
<br />2x RIBBON BOARD
<br />2x BLOCKING AT 'ATTACHED TO TRUS S
<br />SHEATHING EDGES (3) W/ �3) 1 Od NAILS, 24"
<br />SS
<br />8d NAILS INTO TRUSS D.C. CENTER MAX.
<br />CONTINUOUS SPACING
<br />'No
<br />STRUCTURAL SHEATHING CONTINUOUS STRUCTURAL
<br />CAL IG
<br />NAIL PER TYPICAL NAIL
<br />R TYP'
<br />r., SHEATHIN
<br />T. 1 TYP
<br />SHEATHINGDE TYPICAL SHEATHING DETAIL
<br />'A
<br />TYPICAL TRUSS T-YPICAL TRUSS
<br />ANCHOR PER PLAN DETAILAT TRUSS HEEL !_IWJ ANCHORPERPLAN
<br />Rom
<br />REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS
<br />SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS)
<br />STRUCTURAL SHEATHING, SEE
<br />PLAN AND DETAILS FOR
<br />ATTACHMENT
<br />PRE-ENGINEERED WOOD
<br />TRUSSES AT 24' D.C. MAX.
<br />TRUSS ANCHOR
<br />PER PLAN
<br />ALL TRUSS ENDS ARE TO BE SECURED TO THE EXT. WALL
<br />BELOW USING ONE OF THE BELOW METHODS. ONE FULL
<br />OPTION MUST BE USED FOR CONTINUOUS LOAD PATH,
<br />INSTALL TYPICAL TRUSS CONNECTOR THROUGH OCT
<br />SHEATHING INTO DOUBLE TOP PLATES. EXr.
<br />SHEATH NO IS CONTINUOUS AND WILL TRANSFER
<br />COMBINED SHEAR & UPLIFT.
<br />b, INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO
<br />TOP PLATE 0 INSIDE OF THE WALL. ADDMONALLY
<br />INSTAU_LTS12 P PLATE-TOSTUD CONNECTORS@ EA
<br />STUD. EXT. SHEATHING IS CONTINUOUS AND WILL
<br />TRANSFER COMBINED SHEAR & UPUFr.
<br />C, INSTALL TYPICAL TRUSS SCREW$ FROM TRUSS TO TOP
<br />PLATE, EXT SHEATHING IS CONTINUOUS AND WILL
<br />TRANSFER COMBINED SHEAR & UPLIFT.
<br />22 1/2'
<br />&-550
<br />P71
<br />3 OW TRUSS OR A��T
<br />SDWC15600
<br />T (D
<br />OVERHANG OVERHANG
<br />P M =
<br />ER PLAN PER PLAN
<br />1/2"-1 3/4'
<br />SINGLE SDWV'--. CONFIGURATION A SINGLE 80NO'CONIFIGURATION 0
<br />(TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD)
<br />INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE
<br />INTO TRUSS/RAFTER INTO TRUSSIRAFTER
<br />VALLEY SET
<br />TRUSSES (P 24- D.C. VALLEY SET
<br />MIN 9'LONG20 TRUSSESO
<br />GA 'FLAT 2 LWO. C.
<br />w/ (8)1 Sd
<br />SHEATHING
<br />SHEAT14ING PER PLAN
<br />PER PLAN
<br />?X4 BLOCKING
<br />UNDEF TRUSS
<br />ENDS,NAILTO LJ(I) SDWC1SSOO
<br />TRUSS CHORDS
<br />.1 (3) 106 EA. TRUSS SCREW
<br />END. TO EVERY
<br />�_� OR TRUSS BELOW
<br />VALLEY SET
<br />TRUSSES (9 24" O.C.
<br />SHEATHING
<br />PER PLAN
<br />Tj] \3� 112�1' 1/2-7/ir PURLIN 9 EA. VALLEY
<br />IA.CIA,ISEE ARCH DWGS) SHEATHING MAIL PER 3/4 -1 1/4' 1 .�1.
<br />TYPICAL SHEATHING DIETAIL Oil DOUBLE SDWC: DOUBLE 8DWC CONFIGURATION B DWOLIBLE SDI COMFI 0 TRUSS, NAIL TO COMMON
<br />BOND BEAM 3/4' TRUSS .1 (3) 16d GUN NAILS
<br />PER PLAN DETAIL AT TYPICAL TRUSS w/ H� 20'-2 20'-25' CONFIGUItATION A (TRUSS OFFSET FROM STUD) INSTALLED THR H
<br />DETAIL AT TYPICAL TRLI� (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER INTO P BOTTOM CHORD OF VALLEY
<br />1/2"y L
<br />all 22 1/2' TE ON
<br />2212, m__ - TRUSS NAILED TO PURLIN w/
<br />.1 HEEL 91/4, OPTIMAL OPTIMAL P INSTALL THROUGH TOP TRUSS/RAFTER Eg-lillm
<br />me LATE INTO TRUSS/RAFTER hiqR5V1P% 10d GUN MAIL C& S' D.C.
<br />W TRUSS ON MASONRY 11/01/2023 (��)WF TRUSS ON FRAMING 11101 TRUSWM TO DOUBLE TOP PLATE SCREW CONNECTIONS 11/01/2023 TRUSS KIP SET 00 FWE 11101/2023
<br />M2 23
<br />R 3 Ru.
<br />NOT TO SCALE
<br />nl
<br />(F NO;TO SCALE R 10 RVAV-02D RIAW-030 RWG-060
<br />2X4 BLOCKING AT 2'-0' STRUCTURAL SHEATHING,
<br />0 C. .1 (2) 12d TOENAILS (SEE PLAN FOR
<br />EA. END TO TRUSS ATTACHMENT)
<br />PRE-ENGINEERED
<br />PLA BOND SBCEHAEMDPLA TRUSSES AT 24'0.C.
<br />IN AND E
<br />SHEATHING PER PLAN
<br />8'CMUWALL.SEE
<br />PLAN FOR VERT. REINF. META16 AT BLOCKING
<br />E:�\#&L BRAQNG @ NWBRG, EXT. WAL PON-SHEM) 11101/2023
<br />�-W_ R;Z--oo
<br />STRUCTURAL
<br />SHEATHING PER PLAN
<br />PRE-ENGINEERED
<br />TRUSSES AT 24'O.C.
<br />TRUSS STRAP PER PLAN
<br />NMI
<br />9: rEARLIOR INT:F I.OR
<br />t?§ UW L T
<br />w H HINGPERPLAN
<br />SEE PLAN FOR
<br />IBM VERT. REINI.
<br />BRACING @ PERPENDICULAR BRIG. WALL NON-SHER 11/0112023
<br />K::�/NO; ;0 SCALE
<br />"C' - 10% r_�:i
<br />HOUSE WIDTH
<br />2
<br />x
<br />RIDG—E
<br />GABILEEMD
<br />BOSTON HIP
<br />REFER TO ARCHITECTURAL DRAWINGS
<br />NGS
<br />STRUCTURAL SHEATHING
<br />AND/O TRUSS MANUFACTURER
<br />SEE PLAN AND DETAILS
<br />DRAWINGS FOR SPECIR TRUSS
<br />FOR ATTACHMENT
<br />PROFILE INFORMATION. (i.e. HEEL
<br />HEIGHTS, SLOPE, OVERHANGS)
<br />PRE-ENGINEERED
<br />WOOD TRUSSES
<br />AT 24'O.C. MAX.
<br />OR -
<br />2x BLOCKING AT
<br />2x RIBBON BOARD
<br />SHEATHING EDGE$ ./ (3) Sd
<br />'ATTACHED TO TRUSS %vt
<br />NAILS INTO TRUSS
<br />C
<br />(3) 1 Od NAILS, 24- O.C.
<br />CONTINUOUS STRUCTURAL
<br />CENTER MAX. SPACING
<br />SHEATHING NAIL PER
<br />CONTINUOUS AL
<br />TYPICAL SHEATHING DETAIL
<br />STRUCTUZRAL
<br />ING NALL .
<br />SHEATHING NAIL PER
<br />FRAMING PER PLAN
<br />TYP'( AIL
<br />TYPICAL SHEATHING DETAIL
<br />FRAMING
<br />PER PLAN
<br />I
<br />DETAIL AT TRUSS HEEL � 9 114'
<br />STRUCTURAL SHEATHING '
<br />SEE PLAN AND DETAILS FOR
<br />ATTACHMENT
<br />PRE-ENGINEERED WOOD
<br />e.Z�NNGU.US
<br />TRUSSES AT 24'O.C. MAX.
<br />TRUSS ANCHOR PER PLAN
<br />FRAMING PER PLAN
<br />FASCIA, (SEE ARCH DWGS)
<br />STRUCTURAL
<br />4*14*��4*-14*
<br />+ 14-
<br />"_I
<br />". 114-4
<br />3'
<br />+/_ 114'
<br />TRUSS OR
<br />RAFTER TRUSS OR RAFTER TRUSS OR RAFTER
<br />(2) SDWC1 56M (2)SOWC156MOO J2) SDWC1560-WO
<br />(z)
<br />OVER G OVERHANG OVEAHLA14G
<br />HAN 1 LAN
<br />PER PLAN PER PLAN1?j PER PLAN
<br />CONTINUOUS A CONT. 2X4 (MIN ') �/ STRUCTURAL
<br />(2) 10d NAILS SHEATHING PER PLAN
<br />STRUCTURAL
<br />SHEATHING, SEE
<br />PLAN FOR
<br />ATTACHMENT 2X4 OUTRIGGER AT 24' D.C. REDD AT
<br />'g�� OVERHANGS GREATER THAN 15
<br />Fr
<br />0
<br />1 (2) A35 C@ Ek ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO
<br />.10d TOENA STO W/
<br />D.C. TRU: TYP TRUSS CONNECTOR PER PLAN TRUSS wl (3)1 Dd
<br />TOP PLATE HORIZONTAL BRACE, TOENAILS
<br />ONE EA. SIDE STRUCTURAL
<br />EA '
<br />WALL FRAMING ALONG TOP PLATE SHEATHING PER PLAN DROPPED TOP GABLE w/ OUMGGERS
<br />PER PLAN WOOD 2X4 BLOCIUNG 9 CONT. 2X4 (MIN.) w/ REO'D AT 170 MPH OR GREATER
<br />EDGE NAILING SHEATHING EDGE (2� 10d NAILS
<br />IN LIEU OF BLOCKING AND / (2) 10d (9 EA.
<br />EDGE NAILING SHOWN ENDTOADJACENT 2X4 LADDER FRAMING AT
<br />WITHIN THE GABLE, IT IS TRUSS WEB 24'O.C. REO'D AT
<br />ACCEPTABLE TO USE (OR BOTTOM NG OVERHANGS UP TO 15.
<br />'EDGE NAIL SPACING TO CHORD NAILI ATTACH TO TRUSS TOP
<br />BOTTOM CHORD OF TRUSS ASSHOWN) CHORD W/ (2) 1 Sd NAILS
<br />TO TRANSFER LOAD. AT 16"O.C.
<br />2X4 BLOCW14G @ GABLE TRUSS /
<br />TOE -NAIL SHEATHINGEDGE./ VERTICAL WEBS AS
<br />EDGE NAILING (2) lod q EA. END NOTED IN THE
<br />SHEATHING I TO ADJACENT STUD FRAMING SHEET
<br />SPLICED SHEATHI TRUSS NOTES
<br />(3) 1 Od NAILS(@ (3) 1 Od NAILS 9
<br />-,TRUSS OZ EA`,TRUSS
<br />NAIL BOTTOM CHORD
<br />OF GABLE TRUSS w/
<br />1 2d'eAT4'O.C.
<br />MASO
<br />PLAN F
<br />To'.
<br />ATT
<br />AA MIOOD) rA.H.
<br />END TRUSS BRACING DErAIL
<br />'X' - 10%
<br />HOUSE WIDTH
<br />'x, - '0%
<br />HOUSE WIDTH
<br />(1 2 3
<br />7
<br />2
<br /><
<br />RIDGE�t
<br />RIDGE
<br />GABLE
<br />HIP
<br />BLOCKING AS REQUIRED
<br />FORB CINGIBYFRUSS
<br />MANUFACTURER.
<br />------------
<br />BRACINGPERTRUSS
<br />MANUFACTURER
<br />A -A
<br />I
<br />(I e. BSCI RECrMTS)
<br />I
<br />PERMANENITTRUSS
<br />BRACING PER TRUSS
<br />MANUFACTURER a I O.-Ir
<br />MAX. SPACING.
<br />(1) ADDITIONAL FLAT 2X4
<br />WITH BLOCIONG
<br />EXTENDING A MIN. OF (3)
<br />TRUSS SAYS PLACED
<br />BETWEEN PERMANENT
<br />TRUSS BRACING
<br />PROVIDE 2X8 PT PLATE W/ 112"DIA. x 1 (RESULTING IN 5'-CY MAX.
<br />OV ERALL BRACING)
<br />NCH R BOLTS 9 4 01 D.C.
<br />A A 0
<br />NCHOR BOLTS 0 4' _Om 0 C MAX w/ 3
<br />L W S 0 r
<br />PIL WASHERS AND r EMBED NOTCH
<br />HORIZONTAL 2x
<br />ASONRY
<br />HORIZONTAL 2. BLOCKING OVER PLATE.
<br />BLOCKING BETWEEN
<br />MASONRY WALL, BOND BEAM, UNZEL BEAM.
<br />FIRST 3 BAYS OF
<br />OR RAKED BEAM PER PLAN. FOR RAKED
<br />FRAMING TO
<br />BEAM (-W VAULTED CONDITION, SEE PLAN
<br />PERMANENT BRACING
<br />STRUCTURAL SHEATHIN
<br />AND DETAIL.
<br />W, 1 Od @ 4- D.C.
<br />CONT.
<br />TYP TRUSS
<br />CONNECTOR PER PLAN
<br />STRUCTURAL
<br />SHEATHING PER PLAN
<br />AI
<br />E
<br />SEE REQUIRED
<br />(REOD AT 170MPH OR GREeTER)
<br />BRACI NG PER TRUSS
<br />MANUFACTURER
<br />STRUCTURAL
<br />CONT I, FASCIA PER"
<br />S.EATHIN.PER.
<br />AF
<br />PRE-ENG
<br />.0 TRU=
<br />><
<br />2'-T D.C. MAX
<br />2x BLOCKING TOENALED,
<br />3 TRUSS BAYS BACK
<br />FROM GABLE END
<br />STRUCTURAL
<br />IXI El
<br />SHEATHING PER PLAN
<br />H2.5A @ EA. OVER
<br />FRAMED TRUSS
<br />ROOF SHEATHING
<br />NAILS
<br />ROOF FASTENING ZONES
<br />1
<br />1 2
<br />3
<br />SHINGLE:
<br />7/16' SPAN RATED SHEATHING
<br />Bd RING
<br />PANEL EDGES 9 SUPPORTS (1)
<br />61 O.C.
<br />61 D.C.
<br />4'0�C.
<br />OR
<br />SHANK
<br />TILE: 15/32' SPAN RATED SHEATHING
<br />0.113'. 2-3/8'
<br />OR
<br />PANEL FIELD (1)
<br />6'O.C.
<br />61 O.C.
<br />METAL: 1513T SPAN RATED SHEATHING
<br />SHEATHING PER PLAN
<br />BETWEEN TRUSSES / ON RY TRUSS ANCHOR
<br />NAJ NG
<br />DMIMMAIrds _//M
<br />EA. END
<br />B'CMU WALL,OR LINTEL, SEE
<br />PLAN FOR RE NFORCEMENT
<br />H2SA @EA.
<br />jjIMMOVERIAMED TRUSS
<br />`DG
<br />TRUSS TIE PER PLAN
<br />U
<br />LONG SIDE OF SHEATHING FRAMING PER PLAN
<br />NOTES: ER PLAN
<br />I TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL.
<br />2� EDGE SPACING ALSO APPLfES OVER GABLE END WALLS OR TRUSSES. SHEATHING, SEE PLAN
<br />3. FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSiON'r OFFSET FROM ROOF EDGE. FOR ATTACHMENT WOOD
<br />30'WIDE HOUSE = V ZONE, 49 WIDE HOUSE � 4'ZONE, SO WIDE HOUSE = 5- ZONE, 601 WIDE HOUSE = T ZONE R20B MWED GW END DUAL MOD (11/30/2023)
<br />Sp RWG-2021j�;�49)
<br />W_� �SIEATNIING ATTACHMENT DIAGRAM (MAXIMUM OF 150 MPH EXP C) 11/01 /2023
<br />RZ110
<br />R=090
<br />STRUCTURAL
<br />SHEATHINGPERPLAIN TYP TRUSS
<br />CONNECTOR
<br />CONT. 2X4 / (2) PER PLAN
<br />12d NAILS
<br />SEE REQUIRED
<br />BRACING PER TRUSS
<br />MANUFACTURER
<br />ALT. OUTILOOKER F"INGI
<br />(REO'D AT
<br />CONT. ?X4 / (2) 12d NAILS
<br />STRUCTURAL SHEATHING
<br />PRE-ENGINEERED WOOD
<br />TRUSSES AT TV D.C. MAX.
<br />FASCIA -\
<br />(SEE ARCH. DWG.)
<br />DUTCH HIP TRUSS BRACING DERIL I
<br />2X4 LADDER FRAMING AT 24" 2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA. END W/
<br />R
<br />D.C. REO'D AT OVE 7, S (2) 12d TOENAILS. MAIL SHEATHING TO BLOCKING AT 6- D.C.
<br />NG
<br />A_,
<br />HTO
<br />GREATER THAN 12' 1 7AC / .1 MIN. Sd NAILS. SLOCK4 BAYS BACK FROM GABLE TRUSS,
<br />T SS , 12,
<br />RU TOP CHORD w (2) 1 Sd WHEN SECOND BRACE IS REQUIRED,
<br />NAILS AT 24'O.C. NAIL TO OPPOSITE SIDE OF BLOCKING.
<br />STRUCTURAL 1. AT VERTICALS T-6"TO &-6'USE ONE 2X4'LBACK
<br />SHEATHING.
<br />PER LAN 2. AT VERTICALS OVER V-6- TO 8'4� USE (2) 2X4 -L' BACKS (1
<br />SIDE) (OR FRAME PER CASE 3 BELOW).
<br />3. AT VERTICALS OVER &.4' TO 13'-O'USE ONE 2X4'LBACK
<br />AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE
<br />PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS
<br />RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE
<br />BLOCKING BELOW THE ROOF SHEATHING .1 (5) 12d's AT EA.
<br />END. IN ADDITION TO THE SECOND DIAGONAL, A
<br />SEE PLAN FOR STRONGBACK IS ALSO REQUIRED AT THESE VERTICALS AND
<br />ATTACHMENT OF MUST BE ATTACHED TO EA.'U BACK NTH (2) 12ft AND ONE
<br />ALL STRUCTURAL SIMPSON HS OR ONE USP PITS CONNECTOR.
<br />SHEATHING.
<br />SH., SIDE NAIL ALL �1 SACKS AND TRONGBACKS .1 12d's AT 61
<br />BLOCKING O.C. NOTCH -L'BACKS AT TOPAND BOTTOM.
<br />PRE�ENGITNEERED WOOD
<br />- TRUSS ANCHOR TRUS ES A T-O"O.C. MAX.
<br />PER PLAN
<br />- CMU WALL PER PLAN FASCIA (SEE ARCH.
<br />SHEATHING PER PLAN _j DRAWING& 7
<br />TRUSS ANCHOR
<br />PER PLAN
<br />FRAMING PER PLAN
<br />PARTIAL WOOD BEARING
<br />A Hl� 11101/2023
<br />(.11. R=00
<br />T
<br />—ONRY
<br />2X BLOCKING TOENAILED
<br />THREE TRUSS BAYS BACK
<br />FROM GABLE END
<br />2X4 PURUN @
<br />STRUCTURAL SHEATHING
<br />EA
<br />EA VALLEY
<br />P
<br />PER PLAN
<br />TRUSS. NAIL TO
<br />U
<br />TR
<br />BOTTOM CORD OF VALUET
<br />N�Al
<br />COMMON
<br />OM
<br />- D
<br />TRUSS NAILED
<br />TR US S
<br />TRUSS W/ (3)
<br />GU IN
<br />TO PURUN .1 10d IN NAIL
<br />16 d N�M
<br />A
<br />16d NAJLS
<br />..00
<br />CONT. 2x FASCIA PER
<br />ARCHS W/
<br />NAILS
<br />6 SI!�12d
<br />2. D.C. MAX
<br />H 5A (L
<br />7��
<br />PRE ENGINEERED WOOD
<br />TRUSSES AT 2`0' D.C. MM
<br />CONTINUOUS
<br />SHEATHING
<br />EDGE
<br />NAILING
<br />BRAC r
<br />PER PLAN
<br />@ EA
<br />H'OAr@ EJA END
<br />I
<br />(2) SDWC
<br />AN:
<br />F
<br />SCREWS
<br />WO)OD
<br />EF
<br />-
<br />PX4 ,
<br />7_
<br />TRU
<br />TOP PLATES TO
<br />D.C. MAX
<br />TRUSS @ 16.
<br />FRAMING
<br />0. C., (1) EA PLY
<br />PER
<br />SHEATHING
<br />PLAN
<br />PER PLAN
<br />TYP. M END DEWL
<br />(MOD) 11/30/2023
<br />R OC
<br />RWG-203 (RB449)
<br />0 E
<br />is t
<br />E
<br />E
<br />&
<br />E
<br />Michigan
<br />3400 Auburn Rd
<br />Suite 200
<br />Auburn Hills, MI 48326
<br />+1 248.622.4035
<br />Florida
<br />12906 Tampa Oaks Blvd.
<br />Suite 150
<br />Tampa, FL 33637
<br />+1 813.466.3310
<br />www.Tieidsioneae.com
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<br />11— — CO-0. OF E OR
<br />M—M OF REOORD FOR �
<br />R13 .. 71101 SW REPAIR
<br />0@0 Fieldstone
<br />_j
<br />C.O.A.# ARCHITECURE: RAWN BY: FAE
<br />AA26002802
<br />C.O.E.# ENGINEERI No. 8 VERSION:
<br />29349 = *
<br />SHEET NAME
<br />13 IBRAHEM ELAYEB, E DETAILS
<br />P.E.# 91476 Af ROOF
<br />0 BENJAMIN NIESE, PE OF 4
<br />,Q
<br />oo SHEET #
<br />P.E.# 86025 ..XOR10 N,+ %
<br />05/30/2024 S4.1
<br />DATE
<br />
|