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STRUCTURAL SHEATHING, SEE PLAN AND KVM TRUBBATTACMMENT. VALLEY SET
<br />DETAILS FOR ATTACHMENT REFER TO ARCHITECTURAL DRAWINGS STRUCTURAL SHEATHING ALL TRUSS ENDS ARE TO BE SECU TO THE EXT WALL TRUSSES (9 24' OC
<br />PRE-ENGINEERED AND/O TRUSS MANUFACTURER SEE PLAN AND DETAILS BELOW USING ONE OF THE BELOW METHODS ONERAL VALLEY SET
<br />1 112' WOOD TRUSSES DRAMNGS FOR SPECIFIC TRUSS FOR ATTACHMENT OPTION MUST BE USED FOR CONTINUOUS LOAD PATH 22 112' MIN. V LONG 20 TRUSSES CD
<br />1 '2'
<br />AT 24'O.C. MAX PROFILE INFORMATION. C,.o HEEL a INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT 24' OC,
<br />HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED SHEATHING IWO DOUBLE TOP PLATES EXT. 30' TRUSS OR '-w OPTI GA. FLAT STRAP
<br />T
<br />WSS 'E"1�1
<br />RUSS
<br />IN 9' LOIN, *;4
<br />_T ST
<br />3t- -(: )'- 'NG SHEAT
<br />SHEATH PER
<br />PE. PLAN
<br />OR WOOD TRU SES SHEATHING IS CONTINUOUS AND WILL TRANSFER RAFTER W (S)Ifid
<br />"8"6
<br />SHEATHING
<br />2x RI AT 24'0.C.=. COMBINED SHEAR & UPUFF SDWC156DO S;HEATH NG PEA PLAN
<br />2x BLOCKING AT HBB0TN BOARD b INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO
<br />.4
<br />UNDER TAU
<br />S L
<br />4END
<br />SHEATH NG EDGES W/ (3) ATTAC 0 TRUSS PE
<br />Od NAILS INTO TRUSS W/ (3) 10d NAILS, 24' OR TOP PLATE ON INSIDE OF THE WAU_ ADDITIONALLY T (D
<br />O.C. CENTER MAX 2X BLOCKINGG AT Z, RIBBON BOARD INSTALL LTS12 TOP PLATE-TO-STUO CONNECTORS 0 EA 0"
<br />CONTINUOUS BO AD STUD. EXT SHEATHING IS CONTINUOUS AND WILL OVERHANG OVERHANG
<br />SHEATHING EDGES w/ (3) Bd ATTACHED TO TRUSS wl PER PLAN PER PLAN 2X
<br />_S
<br />4
<br />'L. TRUSS CHO
<br />STRUCTURAL SHEATHING C TRANSFER COMBINED SHEAR & UPLIFT
<br />NG
<br />MAIL PER TYPICAL CONTINUOUS 9 NAILS IWO TRUSS (3) 10d NAILS ' 24-01 C. c INSTALL TYPICAL TRUSS SCREWS MOM TFRJSS TO TOP U E ss
<br />S 1 SHEATHING �AIL PER CONT1NUOUSSTRUCTURAL CENTER MAX. SPACING PLATE, EXT SHEATHING IS CONTINUOUS AND WILL E LTO
<br />HEATHING DErAIL TYPICAL SHEATHING DETAIL SHEATHING NAIL PER CONTINUOUS STRU=CTURAL TRANSFER COMBINED SHEAR & UPLIFT. SINKILE SDWC� CONFI(RUIRATION A SINGLE 8DWC: CONFKNMTION 8 S,
<br />CALTRUSS 'L TRU C RD_
<br />I) SDWC15600
<br />ANCTHYOPA PER PLAN TYPICAL TRUSS TYPICAL SHEATHING DETAIL SHEATHING NAIL PER (TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD) W1 (3) 1 Od EA. TRUSS SCREW
<br />_ .. I
<br />DETAIL AT TRUSS HEEL � 9 1/4' 1 ANCHOR PER PLAN FRAMING PER PLAN TYPICAL SHEATHING DETAIL INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE END TO EVERY
<br />INTO TRUSSIRAFTER INTO TRUSS/RAFTER
<br />FRAMING TRUSS BELOW
<br />Rom DETAIL AT TRUSS HEEL 9 IJV PER PLAN OR _1__'
<br />RU& TO ARCHITECTURAL DRA'AnNGS ANDIOR TRUSS MANUFACTURER .. FOR �
<br />SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL SHEATHING, TRUSS OR
<br />STRUCTURAL SHEATHING. SEE SEE PLAN AND DETAILS FOR RAFTER TRUSS OR RAFTER TRUSS OR RAFTER
<br />PLAN AND DETAILS FOR ATTACHMENT 314' 1
<br />EY
<br />ATTACHMENT PRE.ENGINEERIED VVOOO (2) SDWC156DO (2) SDWC156M (2) SDWC156DO VALL SET
<br />PRE-ENGINEERED WOOD TRUSSES AT 24'O.C. MAX. USSES 0 24* OC�
<br />TRUSSES AT 24' 0 C. MAX. TRUSS ANCHOR PER PLAN (2) SHEA !� ING
<br />TRUSS ANCHOR FZRAMIN.G P.ER PLAN 3' OVERHANG OVERH=ANG OVERRFLANG PER PLAN
<br />NUOU P PE ----------
<br />PER PLAN FASCIA. (SEE ARCH DWGS) CONTINUOUS STRUCTURAL - 1/4' PER LAN PER PLAN PER PLAN Pu
<br />FASCIA, (SEE ARCH DWGS) SHEATHING NAIL PER 314V- 114r* 3/4'.1 1Y4' 1 .11 1/21-11 1 -7/81' 1/2'-7/8' 2�X4 PURILIN 0 EA. VALLEY
<br />ss
<br />TYPICAL SHEATHING DETAIL TRUSS, NAIL TO COMMON
<br />SS II
<br />BOND BEAM 3-/4' DOUBLE 8DWC: DOUBLE SDM: CONFIGURATION 0 DOUBLE SDINQ CONFIGUIltATION D TRUSS W/ (3) 1 Sd GUN NAILS
<br />EDETAA �LAT TYPICAL TRUSS o/ HEEL I/ + 2 2 -25' CONFIGUIRATION A (TRUSS OFFSET FROM STUD) INSTALLED THROUGH
<br />PER PLAN +/-1/4 : "7 - 7USS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSSIRAFTER INTO TOP PLATE BOTTOM CHORD OF VALLEY
<br />DETAIL L 91/4' 22*2�II/21 NSTALL THROUGH TOP TRUSS/RAFTER TRUSS NAILED TO PURUN
<br />w/ HEE AT TYPICAL TRUSS] OPTIMAL OPTIMAL PLATE INTO TRUSSIRAFTER 10d GUN NAIL 0 Ir OC,
<br />wrw
<br />(Enil ROIXTROONW"Iff 11/01 2_011 &WTIMIMONFRA11ING 11/0112D23 TO DOM TOP RATE SM C0NNW= IIY0I1= R06 P!F VALOwroamm 11/01=3
<br />RYM-030 NOT TO SCALE RWG-060
<br />TO SCALE RWM-010 A
<br />2X4 BLOCKING AT T-0-
<br />STRUCTURAL S—ING,
<br />0 C. .1 (2) 12d TOENAILS
<br />(SEE PLAN FOR
<br />EA. END TO TRUSS
<br />ATrACHMENT)
<br />PRE-ENGINEERED
<br />BOND BEAM PER
<br />TRUSSES AT 24'0 C
<br />PLAN AND SCHEDULE
<br />SHEATHING PER PLAN
<br />8'CMU WALL, SEE —
<br />PLAN FOR VERT. REINF.
<br />META16 AT BLOCKING
<br />WW& L BMWNGGJ 0 MR. W. WALLW"IER 111011202�
<br />RWM-070
<br />STRUCTURAL
<br />SHEATHING PER PLAN
<br />PRE-ENGINEERED
<br />TRUSSES AT 2r O.C.
<br />TRUSS STRAP PER PLAN
<br />11.309
<br />I, :U—Wzr -:2-THING PER PLAN
<br />MICRO SEE PLAN FOR
<br />111 VERT. REINF.
<br />SMffiWNG11"MD0LARBRG.W4L�"Eq 11101/2023
<br />R�;ZDSO
<br />CONTINUOUS CONT. 2X4 IMIN.) W STRU TURAL
<br />(2) 1 Od NAILS SHEATHING PER PLAN
<br />SHEATHING, SEE
<br />STRUCTURAL
<br />PLAN FOR 2X4 OUTRIGGER AT 24 =jA
<br />(2) A35 (9 EA. ATTACH TO GABLE DROPPED TOP CHORD OLITRIGGEA
<br />'OC
<br />ATTACHM T OVERHANGS GREATEii
<br />I Od TOEh TO
<br />W D.C. TR TO ONTAL BRACE. W/ TYP TRUSS CONNECTOR PER PLAN TRUSS wl (3)iod
<br />TOP PLATE �ONRIEA. SIDE STRUCTURAL . OENAILS
<br />WALL FRAMING ALONG TOP PLATE SHEATHING PER PLAN DROPPED TOP GABLE w/ OUTRIGGERS
<br />PER PLAN REOD AT 170 MPH OR GREATER
<br />WOOD 2X4 BLOCKING qP CONT. 2X4 (MIN.) w/
<br />EDGE NAILING SHEATHING EDGE (2) 1 Od NAILS
<br />r(.2
<br />IRVITAL
<br />0
<br />NE SIDE
<br />Top
<br />IN LIEU OF BLOCKING AND W/ (2) 1 Dd @ EA.
<br />EDGE NAILING SHOWN END TO ADJACENT 2X4 LADDER FRAMING AT
<br />WITHIN THE GABLE, IT IS TRUSS WEB 24'OLC. REOT) AT BLOCKING AS REQUIRED
<br />ACCEPT (OR BOTTOM OVERHANG UPTO15'. =rCING BY TRUSS
<br />L'SPACTNOCUTSO CHORD NAILING ATTACH TOS FACTURER
<br />'EDGE NAI CHORD wl (2T)R1US`NA01LPS PERMANENT TRUSS
<br />BOTTOM CHORD OF TRUSS AS SHOWN BRACING PER TRUSS
<br />AT IWO.C.
<br />r
<br />TO TRANSFER LOAD. 2X4 BLOCKING (9 GABLE TRUSS w/t SEE REQUIRED MANUFACTURER 0 1 (Y-D"
<br />TOE_NAUL SH THING F W/ VERTICAL WEBS AS BRACING PER TRUSS MAX. SPACING,
<br />EDGE allNG (2) EA @EA. END NOTED IN THE MANUFA TURER (1) ADDITIONAL FLAT 2X4
<br />10d FRAMING SHEET A -A (i.e. BSCICREOMTS) WITH BLOCKING
<br />SHEATHING TO ADJACENT STUD
<br />SPLICED SHEATHING TRUSS NOTES EXTENDING A MIN. OF (3)
<br />I I TRUSS BAYS .
<br />:F-fzF I t I BETWEEN PERMANENT
<br />(3) 1 Dd NAILS@ (3) 1 Dd NAILS@ TRUSS BRACING
<br />EA.TRUSS TRUSS� (RESULTING IN 5.0' MAX
<br />NAIL BoTTo% PROVIDE 2X8 PT PLATE OVERALL BRACING)
<br />ANCHOR BOLTS @ 4'-0` 0.,,
<br />OF GABLE I MAX
<br />�Sfi
<br />LWA E
<br />HORIZF FIRST 3 BAYS OF
<br />�r 7P
<br />12d's A "u7s.owc, PL WASHERS AND r EMBED. NOTCH HORIZONTAL Z�
<br />IT
<br />A35 MASONRY HORIZONTAL 2x BLOCKING OVER PLATE. BLOCKING BETWEEN
<br />MASONRY IAPAII, BOND BEAM. LINTEL BEAM.
<br />SEE PLAN FOR OR RAKE BEAM PER PLAN. FOR RAKED FRAMING TO
<br />(WOOD) AT-TACHMENT OF ALL BEAM @ D
<br />STRUCTU I VAULTED CONDITION, SEE PLAN PERMANENT BRACING
<br />RAL SHEATH AND DETAIL. �j I Od 0 4' O�C.
<br />'X' = 10% 3'
<br />HOUSE WIDTH HOUS'XE'WIDIDT%H
<br />2 (j) ;2 E3
<br />C2
<br />RIDG—E RIDGE
<br />0
<br />,!8LE END
<br />BMON HIP
<br />END TRW BRACING DETAIL
<br />.X. - 10% _�
<br />HOUSEWIDTH
<br />(8) 1 Dd NAILS
<br />— 7 EA.STRAP
<br />01 2 X
<br />< 01
<br />RIDGE
<br />01
<br />HIP
<br />ROOF SHEATHING
<br />NAILS
<br />ROOF FASTENING ZONES
<br />8d RING
<br />SHANK
<br />01 13'x 2-3/8'
<br />I
<br />j 2
<br />3
<br />SHINGLE:
<br />7/16' SPAN RATED SHEATHING
<br />on
<br />TILE 15/32* SPAN RATED SHEATHING
<br />on
<br />METAL. 15/3? SPAN RATED SHEATHING
<br />PANEL EDGES @ SUPPORTS (1)
<br />S' D.C.
<br />61 OC
<br />COC
<br />PANEL FIELD (1)
<br />61 OC,
<br />6* OC
<br />BID C
<br />NOTES:
<br />I . LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL.
<br />2 EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES.
<br />3 FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE WIDTH, DIMENSIONr OFFSE7 FROM ROOF EDGE
<br />3V WIDE HOUSE = & ZONE, 40r WIDE HOUSE = 4'ZONE. 5(Y WIDE HOUSE = 5' ZONE, 69 WIDE HOUSE = 9 ZONE
<br />STRUCTURAL IS
<br />SHEATHING PER PLAN _S
<br />AM'Nr
<br />2X. LADDER FRAMING AT 24'
<br />' AT 24'
<br />2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EAL END w/
<br />CONNECT
<br />O.C. RECYD AT OVERHANGS
<br />(2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 6' OC,
<br />COW. 2)'A .1 (2) PER PLAN
<br />GREATER THAN 12', ATTACH TO
<br />2" ATT- To
<br />'7
<br />/ MIN. 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS.
<br />12d NAILS
<br />TRUSS TOP CHORD w/ (2) 16d
<br />AD W' (2)
<br />WHEN SECOND BRACE IS REQUIRED,
<br />NAILS AT 2,r O.C.
<br />NAJ L TO OPPOS ITE SIDE OF BLOCKING,
<br />SEE REQUIRED ' 1,
<br />BRACING PER TRUSS
<br />T AAL
<br />STRUCTURAL
<br />�
<br />I AT-RTICALS3'-6`TO6`-6`USE----
<br />MANUFACTURER
<br />SHEA-THING
<br />PER PLAN
<br />2� AT VERTICALS OVER 6'.6'TO 8'-4- USE (2) 2X4 -U BACKS IT
<br />L I A
<br />SIDE) (OR FRAME PER CASE 3 BELOW).
<br />3. AT VERTICALS OVER 8'-4* TO 13'-0* USE ONE ZX4"U BACK
<br />AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE
<br />(REQD AT 17DMPH OR GREATER)
<br />PEAK D AT EVERY OTHER VERTICAL MEMBER IN THIS
<br />43
<br />r
<br />RANGANIACH THE DIAGONAL AT MID. HE �.T AND TO THE
<br />CONT. 2X4 w/ (2) 12d NAILS
<br />BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12&S AT EA.
<br />STRUCTURAL SHEATHING
<br />S EE= FOR
<br />END. IN ADDITION TO THE SECOND DIAGONAL, A
<br />STRONG K IS ALSO REQUIRED AT THESE VERTICALS AND
<br />BA�T
<br />PRE-ENGINEERED WOOD
<br />TT T
<br />A OF
<br />MUST BE ATTACHED TO EA, 'L. BACK WITH (2) 12d'� AND ONE
<br />TRUSSES AT 7-V 0 C. MAX.
<br />ALL STRUCTURAL
<br />SIMPSON H5 OR ONE USIP RT5 CONNECTOR.
<br />SHEATHING.
<br />FASCIA
<br />SIDE NAIL ALL *L'BACKS AND STRONGaACKSw/12T`SAT6'
<br />(SEE AR H.DWG.)
<br />C
<br />2�SHTG
<br />OLC NOTCH 'L' BACKS AT TOP AND BOTTOM.
<br />BLOCKNG
<br />x
<br />TRU A4CHOR PRE-ENGINEERED WOOD
<br />SS
<br />TRUSSES AT 2'-V OC�
<br />PER PLAP I
<br />J
<br />IIAX�
<br />CMU WAJ 1 F ER PLAIN FASCIA (SEE ARCH.
<br />DRAWINGS)
<br />4iE
<br />SHEATHING PE , PLAN
<br />TRUSS ANCHOR
<br />PER PLAN
<br />FRAMING PER PLAN
<br />PARTIAL WOOD BEARIN7G
<br />DITTN HIP TRIM BRACING DETAIL (BWON Hl�
<br />f23
<br />2XBLOCNNGTOEHNUED
<br />11/01/2023
<br />RAW-D90
<br />THRIFE TRUSS SAYS RA�
<br />RX-300
<br />S'—= =Z
<br />CONT 2X4 1,1 (2)
<br />T"P TRUSS
<br />IRI
<br />."'O"COROO,�AUXT
<br />TRUSS T.
<br />IM NALS
<br />CONNECT PER PLAN
<br />TRUSS�
<br />TOPURLIN. I—
<br />_.'M
<br />I.—
<br />0
<br />SHEATHISNTGRIPCT'"*'�L
<br />C -T IASCA�
<br />AACHS .
<br />SEE REQUIFED
<br />ED
<br />ENGINEERE WOOD ROOF
<br />A A 2.
<br />T USS T C MAX
<br />BMC ING PER FIUSS
<br />MANUFACTURER
<br />EA
<br />P HE E.GI�
<br />TRU�SATO=
<br />- ED TRUSS
<br />:DSS
<br />CONT, � FASCAA PER
<br />ARCHS W (7) 12d
<br />STRUCTURAL
<br />1 SHEATHING PER PLAN
<br />��NTITY.OF
<br />'SSED C (�)
<br />PRE ENGINEOWD
<br />—E
<br />CONSECUTIVE LOCATIONS, INSTALL
<br />ODD TRUSSES AT
<br />pi;Zz
<br />,XMIOKTA. (4)-114"2-3/4'MASONRY Z�Oc MIX
<br />H C
<br />HIM@. —
<br />SCREWS TO TOP OF &
<br />(4)-1/4-.1-1/2' SDS SCWREAWLLS TO TRUSS
<br />b BLOCKING TOENAILED,
<br />3 TRUSS DAYS BACK
<br />sCaEA,S — w=
<br />OF
<br />PER I, �AUJN
<br />4K-, TO AFFECTED MISSMTRUSSES
<br />FROM GABLE END
<br />TOP FILITES TO
<br />20
<br />4.
<br />STFILICTURAL
<br />MNANG —T—
<br />IWO
<br />SHEATH
<br />PLAN PM P,
<br />TYPICAL CMU WALL
<br />.2'..
<br />FRAMED TRUSS
<br />N4 BLOCKING
<br />SHEATHING PER PLAN
<br />(I SIMPSON HTSM16 (OR
<br />APPROVED EQUAL) AT
<br />BETWEEN Mims
<br />"01111111,0110.
<br />EA
<br />�.THNGPER�
<br />TRUSSANCHOR
<br />MA.SONRY rOM
<br />PLAN U AU. OR UNTEL SEE
<br />FOR REINFORCEMENT
<br />000 Fiel&tone
<br />,:0"
<br />EA. MISSED LOCATION
<br />HI � LO E�
<br />TRUSS TIE PER PLAN
<br />OVERFAIIED TRUSS
<br />(4) 1/4'0 x 2 IW
<br />AS RY SCREWS
<br />MAT
<br />C.O.A.# ARCHITECURE:
<br />01
<br />EOA.N
<br />STRAP
<br />EDGE NMJN3
<br />AA265002an2
<br />WM PER PLAN
<br />CONDTK*4 OF USE . SHEATHNG,SEEM.AN WOOD FRAMING PER PILIN
<br />1. UPLIFT VALUE FOR TRUSS LOCATION DOES 140T EXCEED 1,1110 IDS UPUFT FOR ATTACHMENT
<br />2 NOT ACCEPTABLE ON MULTI -PLY TRUSS APPUCATIONS R2 0�13WOODUPL
<br />IF FIELD CONDITIONS EXCEED CONDITCINS OF USE, CONTACT ENGINEER OR RWG M(W"9)
<br />ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION
<br />eROOF HATHING ATTACHMENT DIAGRAM (MAXIMUM OF 150 MPH EXP C) 1110112023
<br />p_� RX-110 \_,/NOT TO SCALE RWM 130
<br />C.O.E.# ENGINEERI
<br />29349
<br />C1 IBRAHEM ELAYEI3_,-PF_.,
<br />P.E.# 91476
<br />0 BENJAMIN NIESE, PE
<br />P.E.# 86025
<br />05/29/2024.
<br />DATE
<br />:L�-- No. 86011
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<br />3400 Auburn Rd
<br />Suite 200
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<br />+1 248.622.4035
<br />Florida
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<br />+1 813.466.3310
<br />www.fieldstoneae.com
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<br />VERSION: 5.0
<br />SHEET NAME
<br />DETAILS -
<br />ROOF
<br />S HEET #
<br />S4.1
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