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STRUCTURAL SHEATHING, SEE PLAN AND
<br />DETAILS FOR ATTACHMENTS' 7R166 A7TUIq•BIT: VALLEY SET
<br />REFER TO ARCHITECTURAL DRAWINGS STRUCTURAL SHEATHING ALL TRUSS ENDS ARE TO BE SECURED TO THE EXT. WALL
<br />PRE-ENGINEERED AND/OR TRUSS MANUFACTURER SEE PLAN AND DETAILS BELOW USING ONE OF THE BELOW METHODS. ONE FULL TRUSSES ®21' O.C. VALLEY SET
<br />DRAWINGS FOR SPECIFIC TRUSS FOR ATTACHMENT OPTION MUST BE USED FOR CONTINUOUS LOAD PATH. 22 1/7' TRUSSES
<br />WOOD TRUSSES PROFILE INFORMATION. .HEEL a INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT. ,3 OPTI GA. FLAT STRAP 24' O.C.
<br />AT 24. O.C. MAX. li.e TRUSS OR
<br />HEIGHTS, SLOPE, OVEIVIANGS) PRE-ENGINEERED SHEATHING INTO DOUBLE TOP PLATES. EXT. 30`
<br />- OR . WOOD TRUSSES SHEATHING S CONTINUOUS AND WILL TRANSFER RAFTER w/ (BI18d SHEATHING
<br />2x BLOCKING AT 2x RIBBON BOARD I;i AT 24. O.C. MAX. COMBINED SHEAR a UPLIFT. SDWC156DO SHEATHING PER PLAN
<br />ATTACHED TO TRUSS D. INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO PER PLAN
<br />SHEATHING EDGES w/ (3) - OR - TOP PLATE ON INSIDE OF THE WALL ADDITIONALLY
<br />m m
<br />w/ (3) 10d NAILS, 24•
<br />Rd NAILS INTO TRUSS INSTALL LTS12 TOP PLATE-TQSTl1D CONNECTORS ®EA
<br />CONTINUOUS O.C. CENTER MAX. 2x BLOCKING AT 2x RIBBON BOARD OVERHANG OVERHANG
<br />STUD. EXT. SHEAT/eNG IS CONTINlIOl15 AND WILL
<br />STRUCTURAL SHEATHING SPACING SHEATHING EDGES w/ 131 ATTACHED TO TRUSS w/ STUD. XTCgAIBWm SHEAR S NIUOU PER PLAN PER PLAN 2X4 BLOCKING
<br />NAIL PER TYPICAL CONTINUOUS STRUCTURAL NAILS INTO TRUSS (3) 1Od NAILS, 24' O.C. c. INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP 1/Y-1 3/4• UNDER TRUSS
<br />SHEATHING NAIL PER CONTINUOUS STRUCTURAL CENTER MAX. SPACING PLATE, On SHEATHING IS CONTINUOUS AND WILL ENDS, NAIL TO
<br />SHEATHING DETAIL TYPICAL SHEATHING DETAIL TRANSFER COMBINED SHEAR a UPLIFT. SINGLE SDVFG COlFI KIRAT10N A 8SIGLE BDWC: OOIFKNMT10N B TRUSS CHORDS
<br />SHEATHING NAIL PER CONTINUOUS STRUCTURAL (1) SDWC1560D
<br />TYPICAL TRUSS (TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD)
<br />DETAIL AT 7AUSS HEEL> 91µ' TYPICAL TRUSS TYPICAL SHEATHING DETAIL SHEATHING NAIL PER wl 13) 100 FA. TRUSS SCREW
<br />ANCHOR PER PLAN ANCHOR PER PLAN TYPICAL SHEATHING DETAIL INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE END. TO EVERY
<br />FRAMING PER PLAN FRAMING 4`-14'H N4`-14` INTO TRUSS/RAFTER INTO TRUSS/RAFTER
<br />PER PLAN \\ II II // TRUSS BELOW
<br />1401E DETAIL AT TRUSS HEEL > 91µ'
<br />REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGSOR
<br />SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS)
<br />STRUCTURAL SHEATHING,
<br />rRuss OR
<br />SEE PLAN AND DETAILS FOR RAFTER TRUSS OR RAFTER TRUSS OR RAFTER
<br />STRUCTURAL SHEATHING. SEE ATTACHMENT 3/4'
<br />PLAN AND DETAILS FOR PRE-ENGINEERED WOOD 121 SDWC15600 (21 SDWC15800 (2) SDWC15800 VALLEY SET
<br />ATTACHMENT t/-1µ'
<br />PRE-ENGINEERED WOOD TRUSSES AT 24.O.C. MAX. TRUSSES @ 24. O.C.
<br />TRUSSES AT 24' O.C. MAX. TRUSS ANCHOR PER PUN m (2)m (2)m m SHEATHING
<br />TRUSS ANCHOR FRAMING PER PLAN 3• OVERHANG OVERHANG OVERHANG PER PLAN
<br />PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL +/- 1/4• PER PLAN PER PLAN PER PLAN
<br />a FASCIA, (SEE ARCH DWGS) O SHEATHING NAIL PER a a 3/4'-1 1/4' 3µ'-1 1/4' 1/2'-1• 1/2'-1' 1/2'-71W 1/2'-7/8' O O 2X4 PURLIN ® EA VALLEY
<br />■ ■ TYPICAL SHEATHING DETAIL ■ ■ ■ ■ TRUSS, NAIL 7O COMMON
<br />DOUBLE BDWC: DOUBLE 8DWC: CONFIOURATION B DOUBLE SDWO: CONFKIUNAT10N D
<br />BOND BEAM 3/4• CONFIGURATION A (TRUSS OFFSET FROM STUD INSTALLED THROUGH TRUSS w/ 13) 18tl GUN NAILS
<br />PER PLAN DETAIL A7 TYPICAL TRUSS w/ HEEL < 9 1/1' +/- 1/4' 20` 2 )
<br />DETAIL AT TYPICAL TRUSS 221/2` 22 1/2, (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PUTS INTO TRUSS/RAFTER INTO 70P PLATE BOTTOM CHORD OF VALLEY
<br />w/ HEEL < 91/4' OPTIMAL OPTIMAL INSTALL THROUGH TOP TRUSS/RAFTER TRUSS NAILED I P O.C.
<br />w/
<br />O p/�/�� 7�' 1L� /yL �p���LM� TO
<br />�yy �p� � �/�p RATE
<br />�/�p�LM� MGM
<br />TRUSS/RAFTER O 7�L I� �� � �y ��7 /�T�p �p��� 100 GUN NAIL @ 8' O.C.
<br />�1TIWfIf1UATA7 IANNVYTAVII 11/01/2023 �1TINVT IIIUJJVI\fIYY1111N 11/01/2023 IIIYWUHFII IL.I7101J1AIDLL IUf fV1�1711N1Ltr WitNL71IMN 11/01/2023 �lIT1LATO VIII.LLN OCI LAYLn fNYUSL 11/01/2023
<br />(Jv 1 ,� ,.„ ,.„ nw
<br />NOT TO SCALE RWM-010 RWW-020 \� RWW-030 NOT TO SCALE RWG-OBI
<br />CONTINUOUS CONT. 2X4 (MIN.) STRUCTURAL STRUCTURAL
<br />STRUCTURAL (2) 10tl NAILS SHEATHING PEA PLAN TVP TRUSS
<br />SHEATHING PER PUN 2X4 LADDER FRAMING AT 24' 2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA. END w/
<br />2X4 BLOCKING AT Z-0' STRUCTURAL SHEATHING, SHEATHING, SEE () CONNECTOR O.C. REQ'D AT OVERHANGS w/ MIN. ed NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS.
<br />PLAN FOR CONT. 2X4 w/ 2 PER PLAN GREATER THAN 12'. ATTACH TO (2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT 8' O.C.
<br />O.C. w/ 12) 12d TOENAILS (SEE PLAN FOR ATTACHMENT 2X4 OUTRIGGER AT 24' O.C. READ AT TRUSS TOP CHORD w/ 12) 16d WHEN SECOND BRACE IS REQUIRED,
<br />EA. END TO TRUSS ATTACHMENT) OVERHANGS GREATER THAN 15'. 12d NAILS
<br />1 Od TOENAILS @ ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO NAILS A7 24' O.C. NAIL TO OPPOSITE SIDE OF BLOCKING.
<br />PRE-ENGINEERED (21 A35 ® EA TRUSS w/ (3)10d SEE REQUIRED
<br />8' O.C. TRUSS TO w/ T W TRUSS CONNECTOR PER PUN
<br />BOND BEAM PER TRUSSES A7 24. O.C. HORIZONTAL BRACE, STRUCTURAL 1. AT VERTICALS 3'-C TO 9-6' USE ONE 2X4 V BACK.
<br />TOP PLATE TOENAILS BRACING PER TRUSS
<br />ONE EA. SIDE SHEATHING
<br />PLAN AND SCHEDULE WALL FRAMING STRUCTURAL MANUFACTURER
<br />ALONG TOP PLATE SHEATHING PER RAN DROPPED TOP GABLE WI OUiAIGGERS PER PLAN 2. AT VERTICALS OVER 6'-6' TO B'1' USE (2) 2X4 L' BACKS (1
<br />8' CMU WALL, SEE SHEATHING PER PLAN PER PUN WOOD 2X4 BLOCKING Q
<br />META76 AT BLOCKING COAT. 2X4 MIN.) w/ REQ'D AT 170 MPH OR GREATER � � ,' EA. SIDE) (OR FRAME PER CASE 3 BELOW).
<br />PUN FOR VERT. REINF. SHEATHING EDGE (2) 10d NAILS
<br />EDGE NAILING
<br />IN LIEU OF BLOCKING AND w/ (2) tOd EA. AL7. OUTLOOIER FRAMING AND AN ADDITIONAL DIAGONAL73BRACES REWIRED ABACK
<br />E
<br />pp�N�� EDGE NAILING SHOWN END TO ADJACENT 2X4 UDDER FRAMING AT (REOD AT 17OMPH OR GREATER) PEAK AND AT EVERY OTHER VERTICAL MEMBER IN THIS
<br />Df11N/IIn7 . W.
<br />�� TRUSS WEB 24. O.C. REOD ATV:A-A
<br />BLOCKING AS REQUIRED
<br />nn-,\1 WITHIN THE GABLE, U IS RANGE, ATTACH THE DIAGONAL AT MID. HEIGHT AND 70 THE
<br />11/01/2023 ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 15',FOR BRACING BY TRUSS COAT. 2X4 w/ (2) 120 NAILS ie
<br />BLOCKING BELOW THE ROOF SHEATHING w/ (5) 12Qs AT EA.
<br />nv N ... „„ CHORD NAILING ATTACH TO TRUSS TOP MANUFACTURER.
<br />'EDGE NAIL SPACING TO PERMANENT TRUSS END. IN ADDITION 70 THE SECOND DIAGONAL, A
<br />RWM-070 BOTTOM CHORD OF TRUSS AS SHOWN) CHORD w/ 12) 16d NAILS STRUCTURAL SHEATHING SEE PLAN FOR STRONGBACK IS ALSO REWIRED AT THESE VERTICALS AND
<br />AT 18'OC. BRACING PER TRUSS ATTACHMENT OFTO TRANSFER LOAD. 2X4 BLOCKING @ SEE REWIRED MANUFACTURER ® 10-0' PRE-ENGINEERED WOOD MUST BE ATTACHED TO EA.'L' BACK WITH 12) 12&S AND ONE
<br />TOENNL GABLE TRUSS w/ ALL STRUCTURAL
<br />STRUCTURAL SHEATHING EDGE W/ VERTICAL WEBS ASBRACING PER TRUSS MAX. SPACING. TRUSSES AT 2'-O'O.C. MAX- SIMPSON H5 OR ONE USP FITS CONNECTORSHEATHING PER PLAN EDGE NAIU14G (2110d @ EA. END MANUFACTURER (1) ADDITIONAL FLAT 2Xa SHEATHING.
<br />NOTED IN THE FASCIA SIDE NAIL ALL'L' BACKS AND S7RONGBACKS w/ 120'S AT e•
<br />70 ADJACENT STUDSCI REO'MTS WITH BLOCKING (SEE ARCH. DWG.)SHEATHING FRAMINGSHEET AA(i.e.(A' ' ) EXTENDING A MIN. OF (3) O.C. NOTCH'L' BACKS AT TOP AND BOTTOM.
<br />PRE-ENGINEERED SPLICED SHEATHING TRUSS NOTES BLOCKING
<br />TRUSSES AT 24' O.C. TRUSS BAYS PLACED
<br />TRUSS STRAP PER PLAN BETWEEN PRE-ENGINEERED WOOD
<br />(3) 1 Od NAILS ® (3) 1 Od NAILS Q TRUSS BRACING TRUSS ANCHOR
<br />EA. TRUSS CHORD EA. TRUSS CHOFID (RESULTING IN 5'-0' MAX. PER PLAN TRUSSES AT 2'-0' O.C. MAX.
<br />NAIL BOTTOM CHORD PROVIDE 2X8 P7 PLATE w/ 1/2' DNA. x 1 U' OVERALL BRACING) FASCIA (SEE ARCH.
<br />OF GABLE TRUSS w/ ANCHOR BOLTS 1@ 4'-0' O.C. MAX w/ 3'1.. M.
<br />WALL PER PUN DRAWINGS)
<br />12dk AT 4' O.C. PL WASHERS AND T EMBED. NOTCH HORIZONTAL 2x
<br />O a SHEATHING PFA PLAN
<br />I I � MASONRY HORIZONTAL 2%BLOCKING OVER PUTS BLOCKING BETWEEN rRuss ANCHOR
<br />EXTERIOR INTERIOR A35 �. A35 MASONRY WALL, BOND BEAM, LINTEL BEAM, FIRST 3 BAYS OF PER PLAN
<br />IY CMU WALL, SHEATHING PER PLAN SEE PLAN FOR FRAMING TO
<br />F OR RAKED BEAM PER PLAN. FOR RAKED Aa1 IRA BAULBpiM ATTACHMENT OF ALL PERMANENT BRACING FRAMING PER PLAN
<br />SEE PUN FOR STRUCTURAL SHEATHING. CAME VAULTED CONDITION, SEE PLAN w/ 1 Od p 4. O.C.
<br />• VERT. TISANE. a AND DETAIL PARTIAL WOOD BEARING
<br />ROB Pffe LAI1ALJw wi. WAu mk%s� 11/01/2023 SMMU CND TRM BRACING DETAIL 11/01/2023 R10 DUTCH HP TRW BRACING DETAIL Hl 11101/2023
<br />2%BLOCINNO TOEHM81.
<br />RWM-080 RWM-090 THREE SBAYS BAGI, RWM-100
<br />'X'=10%,
<br />HOUSE WIDTH
<br />'X' = 1 D%
<br />HOUSE WIDTH(
<br />—O 2 3
<br />— RIDGE
<br />.END
<br />BOSTON HIP �3
<br />'X'=10%
<br />HOUSE WIDTH
<br />O v 1 /
<br />ROOF SHEATH M
<br />NAIS
<br />ROOF FASTS NG TONES
<br />1
<br />1 2
<br />1 3
<br />SHINGLE
<br />7/16' SPAN RATED SHEATHING
<br />OR
<br />TILE: 15132' SPAN RATED SHEATHING
<br />OR
<br />METAL: 15/32' SPAN RATED SHEATHING
<br />8d RING
<br />SHANK
<br />0.113' x 2-3/8'
<br />PANEL EDGES @ SUPPORTS (1)
<br />6' O.C.
<br />6' O.C.
<br />4. O.C.
<br />PANEL FIELD (1)
<br />6' O.C.
<br />6' O.C.
<br />8' O.C.
<br />NOIEB:
<br />1. 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 70 I D% OF TOTAL HOUSE WIDTH, DIMENSION'X' OFFSET FROM ROOF EDGE.
<br />30' WIDE HOUSE = Y ZONE, 40 WIDE HOUSE = 4' ZONE, 50 WIDE HOUSE = 5' ZONE. 60' WIDE HOUSE = 6 ZONE
<br />(8) 10d NAILS
<br />EA.STRAP
<br />O
<br />WN
<br />FROM WAREEND —PUIWN
<br />STI—TUAIL S—NG FA VALLEY
<br />PEP T/W TRISB NNL TO
<br />CONT 2x4 w1(2) TO TRUSS FIOTTOM CORD OF VAGET COWON
<br />,24 NALS CONNECTDR PER RAN T WSS IwO31 TRISs WA m
<br />TO IVRLIN w t W (iIIN NAA tm NAAs
<br />STRUCTUTAL
<br />SHEATHING 8 O.
<br />PER PUN COAT Ta FAS ARCH,,.
<br />w OUTLDOIIERfMM11NO yyCNIS wl
<br />SEE REOUIRED PEO'D ATAT IJTFJ1) H2 SAp�00mC IRA
<br />ENGINEERED WOOD ROOF BWCNG PER TRUSS PRE. ENWNEERED wood
<br />TRUSS AT 24' O.C. MAX. MANUFACTURER STRUCTURAL TRUSSES AT Y+Y O.O. MA%
<br />COAT. n FABGA PEA
<br />WHEN QUANTITY OF MISSED TRUSS ARCMs w/ M 124 NNLs SHEATHING PER PUN coNTUNL10Ub
<br />EDGE t
<br />STRAPS MISSED EXCEEDS PRE EAED NAl1NG
<br />CONSECUTIVE LOCATIONS,, INSTALL w00D TRUSSTRUSSESAT PER FL.NN
<br />HGAMIOKTA w (4).1/452
<br />-3/4' MASONRY zOO.c. NAz
<br />SCREWS TO TOP OF WALL 8 2A KING TOENAEED, HF V • EA Ee
<br />BLOC m sowc,slmOfli DAIEY
<br />(4)-1µ11-1/2 SDS SCREWS TO TRUSS 3TRuss lRAYs eAcx scREws IROM vER TUuss 4,D v
<br />am
<br />M4A AF
<br />TO AFFECTED MISSED TRUSSES FROM GABLE END T P T� xlN o.c. rwc
<br />STRl1CTURAL u4 BRACE OC (IIEAAY LNG SIEATIRIC
<br />SHFATNWGPBIPuui TAD/��p1��I11!•I•. PLAN PER PLAN
<br />H2 5A ® EA OVER �17V MU M MAL IMODI „(!0 202]
<br />TYPICAL CMU WALL FRAMED TRUSS .�
<br />L4 BLOQINO SHEATHING PEP PLAN RWO-2w d6♦4e)
<br />BETlooTIUSSES TRUSS ANCHOR
<br />MASONRY
<br />eOBDl4aeMFE4a Cm WALL OR LINTS SM 1 I I 1 /
<br />(1) SIMPSON HTSMI6IOR �. � IY _PLAN FOR REINFORGBIER O \\ `` /, //
<br />APPROVED EQUAL) AT OHO Fieldstone
<br />EA. MISSED LOCATION H25A EA iRV55 TIE PER PLAN \\ �� • • • • //
<br />(')"''0'21/'' ■ OVERFED NAILINGC.O.A.# ARCHITECURE: `\��:!• ' N
<br />MASONRY SCREWS F / /M/�
<br />AT EA. $TRAPEDGE FIUMING PEA PLAN AA26002802
<br />PER PLAN ` 1
<br />' SHEATHINGSFEPLAN Y_ ONC
<br />OONDnON8 OF LURE:
<br />1. UPLIFT VALUE FOR TRUSS LOCATION DOES NOT EXCEED 1110 bs. UPLIFT.
<br />2. NOT ACCEPTABLE ON MULTI -PLY TRUSS APPLICATIONS.
<br />4-
<br />IF FIELD CONDITIONS EXCEED CONDITIONS OF USE, CONTACT ENGINEER OR
<br />ARCHITECT OF RECORD FOR APPROPRIATE SOLUTION.
<br />&Wff
<br />SHEATHING ATTA(F" DUIGRAM (MAXIMUM OF 150 MPH EXP C)11l01/2023 R13 MISSED TRUSS STRAP REPAIR 11/01/2023
<br />RWG-110 NOT TO SCALE RWM-130
<br />ryry��������FO�RR��A��TryTTIA��CHMMEEINT�L1D�FF WOOD
<br />VTMffY�F17IRL WKi4 MOO(11 /i0/T02SI
<br />RwG2ozQre4wl
<br />C.O.E.# ENGINEERING:
<br />29349
<br />O IBRAHEM ELAYEB, PE
<br />P.E.# 91476
<br />■ BENJAMIN NIESE, PE
<br />P.E.# 86025
<br />05/17/2024
<br />DATE
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<br />85`a E�=fr Sba
<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. fieldstoneae. corn
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<br />DRAWN BY: I FAE
<br />VERSION: 5A
<br />SHEET NAME
<br />DETAILS -
<br />ROOF
<br />SHEET #
<br />S4.1
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