|
STRUCTURAL SHEATHING, SEE PLAN AND OM
<br />DETAILS FOR ATTACHMENT NREFER TO ARCHITECTURAL DRAIMINGS STRUCTURAL SHEATHING
<br />PRE-ENGINEERED ANDOR TRUSS MANUFACTURER SEE PLAN AND DETAILS
<br />WOOD TRUSSES DRAWINGS FOR SPECIFIC TRUSS FOR ATTACHMENT
<br />D
<br />PF
<br />AT 24' D.C. MAX. PROFILE INFORMATION, Ii.e. HEEL
<br />HEIGHTS, SLOPE OVERHANGS) PRE-ENGMEERED
<br />- OR - WOOD TRUSSES
<br />2x RIBBON BOARD AT 24'O.C. MAX,
<br />2x BLOCIONG AT ATTAC
<br />I A : HIED TO TRUSS
<br />SHEATH NG EDGES .1 (3) wl (3) 1 Od NAILS. 24' - OR -
<br />Sd NAILS INTO TRUSS O.C. CENTER MAX NG AT 2x RIBBON BOARD
<br />OLS G - . A
<br />SPACING SHEATHING E (3 8d ATTACHED TO TRUSS wl
<br />CONTINUOUS
<br />STRUCTURAL SHEATHJNG NUOUS STRUCTURAL RUSS (3) 10d NAILS. 24- 0 C.
<br />CAL PER
<br />SNAIL PER TYPICAL SHEA NAIL PER CONTINUOUS STFUCTURAL CENTER MAX. SPACINI*G
<br />T THING URAL
<br />I
<br />HEATHING OF . r . AIL TYPICAL SHEATHING DETAIL SHEATHING NAIL PER CONTINUOUS STRUCTURAL
<br />I PER
<br />TYPICAL TRUSS 'L
<br />ANCHOR PER PLAN TYPICAL TRUSS TYPICAL SHEATHINNG DETAIL SHEATHING NAIL PER
<br />DETAIL AT TRUSS HEEL . 9 Ur I ANCHOR PER PLAN FRAMING PER PLAN TYPICAL SHEATHING DETAIL FRAMIN G
<br />Fwn PER PLAN
<br />REFER TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS DETAIL AT TRUSS HEEL 9114-
<br />SPECIFIC TRUSS PROFILE INFORMATION. (i.e. HEEL HEIGHTS, SLOPE, OVERHANGS) STRUCTURAL =ING '
<br />SEE PLAN AND I OR
<br />STRUCTURAL SHEATHING, SEE ATTACHMENT
<br />PLAN AND DETAILS FOR
<br />ATTACHMENT PRE-ENGINEERED WOOD
<br />PRE-ENGINEERED WOOD TRUSSES AT 24' O.C. MAX.
<br />TRUSSES AT 24' 0 C. MAX. TRUSS ANCHOR PER PLAN
<br />TRUSS ANCHOR FRAMING PER PLAN
<br />PER PLAN FASCIA, JSEE ARCH DWGS) CONTINUOUS STRUCTURAL
<br />Fj (SEE ARCH DWGS) 4r
<br />FASCIA, SH L ER
<br />EATH'NG k�
<br />BOND BEAM TYPICALS.. IINGDETAIL
<br />WIN PER PLAN DETAIL AT TYPICAL TRUSS-11 FDETAIL AT TYPICAL TRUSS wl HEEL
<br />* HEEL � 9 1/4-
<br />NIM
<br />MTRLISSONMASM RW TRLISS ON FWM
<br />11/01 11101/2D23
<br />L023
<br />S_ R;Z1. I . R=020
<br />2YA BLOCKING AT Z-Or' STRUCTURAL SHEATHING,
<br />0 C. * (2) 12d TOENAILS (SEE PLAN FOR
<br />EA. END TO TRUSS ATTACHMENT)
<br />PRE-ENGINEERED
<br />BOND BEAM PER TRUSSES AT 24' 0 C
<br />PLAN AND SCHEDULE
<br />SHEATHING PER PLAN
<br />S' CMU WALL, SEE
<br />PLAN FOR VERT. REINF. META16ATBLOCKING
<br />nRO7 WSBWNG@NWM-W-WALNM`S"
<br />\_/NOT TO SCALE RZ-070
<br />STRUCTURAL
<br />SHEATHING PER PLAN
<br />PRE-ENGINEERED
<br />TRUSSES AT 24'QC.
<br />TRUSS STRAP PER PLAN
<br />- I EXTERIOR_0 1\\�710R
<br />B`CMU WALL, SHEATHING PER PLAN
<br />SEE PLAN FOR
<br />VERT. EINF.
<br />BRACING@fflMDQLAR&%.WAL1,WMEq 11/01/2023
<br />S. R;Z 080
<br />J
<br />.X. = I D%
<br />HOUSE WIDTH
<br />01 2
<br />x
<br />x C21
<br />RIDGE
<br />0
<br />GABLE END
<br />BOSTON HIP
<br />ALL TRUSS EMS AM TO BE SECURED TO THE Off WALL
<br />BELOW USING ONE OF THE BELOW METHODS, ONE RILL
<br />OPTION MUST BE USED FOR CONTINUOUS LOAD PATH.
<br />a INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXT
<br />SHEATHING INTO DOUBLE TOP PLATES. EICT
<br />SHEATHING IS CONTINUOUS AND IMLL TRANSFER
<br />COMBINED SHEAR & UPLIFT.
<br />b INSTALL AL. SS CONNECTOR FROM TRUSS TO
<br />TOP PLA ON INSIDE OF THE WALL ADDITIONALLY
<br />INSTALL LTS12 TOP PIATE-TO-STUD CONNECTORS @ EA
<br />STUD. EXT SHEATHING IS CONTINUOUS AND WLL
<br />TRANSFER COMBINED SHEAR & UPLIFT
<br />11 TALL TYPICAL TRUSS SCREWS MOM TRUSS TO TOP
<br />TE, EXT SHEATIAING IS CONTINUOUS AND WU_
<br />TRANSFER COMBINED SHEAR & UPLIFT,
<br />22 1/2'
<br />30' TRUSS OR lesl OFT11
<br />RAFTER
<br />S WCJ
<br />D 15600
<br />O=VERRV4G�T 41.
<br />PER PLAN 0=
<br />1 , I
<br />12'-1 30'
<br />SINGLE SDWQ CONFXKMTION A 390GLE SDWC: CONFIGURATION 6
<br />(TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD)
<br />INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE
<br />INTO TRUSSIRAFrER INTOTRUSSIRAFTER
<br />TRUSS OR
<br />RAFTER TRUSS OR RAFTER TRUSS OR RAFTER
<br />IT
<br />3/4'
<br />2)
<br />1/4V + (2) SDWCI5e0w0 (2) SDWC158DO (2) SDWC15600
<br />CD (ID 0 z
<br />3- OVEPI= OVERHANG OVERHANG
<br />+/ 1141 PER PER PLAN PER PLAN
<br />3AW-1 1/4' 3141'-1 1/4' 1 /IT -I, I .71W 1,12'-71W
<br />DOUBLE SDVVC: DQUIBLESDIM.CONFIGIURATIONS DOUBLE SOWQ OONFIGURATION D
<br />314' OUGH
<br />, 4 21r
<br />+1-1/4 2*220'-25' CONFIGURATION A (TRUSS OFFSET FROM STUD) INSTALLEDTHR
<br />21/2, 22 112, (TRUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSS/RAFTER NTO TOP PLATE
<br />OPTIMAL OPTIMAL P INSTALL THROUGH Top TRUSS/RAFTER
<br />LATE INTO TRUSS/RAFTER
<br />RTC TOP PLATE SCREW CDNNEcnm 11101/2D23
<br />CONTINUOUS A CONT. 2X4 (MIN) W STRU TURAL
<br />STRUCTURAL (2) 1 Dd "LS SHEATHING PER PLAN
<br />SHEATHING, SEE
<br />PLAN FOR 2X4 OUTRIGGER AT 24' =,A
<br />OVERHANG S1
<br />ATTAC S GREATEO�
<br />I Dd TOE= r(2) A35 @ EAL ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGEFI TO
<br />jr 0. C TRUSSTO HORIZONTAL BRACE, w/ TYP TRUSS CONNECTOR PER PLAN SS W (3)IOd
<br />TOP PLATE OENAILS
<br />ONE EA. SIDE
<br />WALL FRAMING ALONG TOP PLATE SHEATHISTGRPUEC1TULRAANL DROF I TOP GABLE wl OLITPMERS
<br />PER PLAN WOOD 2X4 BLOCKING g CONT. 2X4 (MIN.) w/ REO'D AT 170 MPH OR GREATER
<br />EDGE NAMING SHEATHING (2) 1 Od NAJLS
<br />.1 (2) 10d @EA
<br />IN LIEU OF BLOCKING AND ENOTOADJACENT 2,X4 LADDER FRAMING AT
<br />EDGE NAILING SHOWN
<br />WITHIN THE TRUSS WEB 24'O.C. REOD AT BLOCKING AS REQUIRED
<br />GABLE, IT IS OVERHANGS UP TO 15'.
<br />To T =BRACING BY TRUSS
<br />ACCEPTABLE SO (COHRODRODTITA01MU NO AT ACH TO R UFACTURER PERMANENT TRUSS
<br />OF TRUSS SS Tr
<br />'EDGE NAIL f ASSHOWN) )I U
<br />;PACING T CHORD W (2T Id NA LS
<br />BOTTOM CHORD AT 16'0.wC,. BRACING PER TRUSS
<br />TO TRANSFER LOAD. 2X4 BLOCKING @ GABLE TRUSS SEE FI1.UIRED MANUFACTURER 9 1 (Mr
<br />TOE -NAIL SHEATHING EDGE wl VERTICAL WEBS AS BRACING PER TRUSS MAX. SPACING.
<br />EDGE NAILING (2) 1 Dd @ EA. END NOTED IN THE MANUFACTLIFIER (1) ADDITIONAL FLAT 2X4
<br />I TO ADJACENT STUD SH (i,e, BSCI RrOUTS)
<br />SHEATHING FRAMING
<br />EET A -A A -A EWXfTE`IBL0NC10A1GN. OF (3)
<br />SPLICED SHEATHING TRUSS NOTES I I
<br />'X'- 10%
<br />H04JSE WIDTH
<br />(3) 1 Od NAILS C& (3) 1 Od NAILS 9
<br />EA. TRUSS EA!TRUSS 7t7,
<br />I
<br />91M
<br />RIDGE
<br />FGABLE B40 7z
<br />END TRLISS BRACING DETAIL
<br />.X. - 10% _"
<br />HOUSE WIDTH 44Z-C2
<br />-nrl- 7; X�
<br />01 2
<br />0
<br />RID —GE
<br />0 0
<br />I
<br />�1 HIP
<br />ROOF SHEATHING
<br />NAU
<br />ROOF FASTENING ZONES
<br />1
<br />1 2
<br />3
<br />SHINGLE
<br />", r SPAN RATED SHEATHING
<br />Bd RING
<br />PANEL EDGES @ SUPPORTS (1)
<br />81 DO
<br />6` DO
<br />COO
<br />OR
<br />SHANK
<br />TILE: 15/32* SPAN RATED SHEATHING
<br />0.1 13'x 2-3/8'
<br />OR
<br />PANEL FIELD (1)
<br />WOO,
<br />6'OC
<br />6* DO
<br />METAL: 15/32' SPAN RATED SHEATHING
<br />NOTES,
<br />I LONG SIDE OF SHEATHING TO BE PERPENDICULAR TO TRUSSES OR RAFTERS -TYPICAL
<br />Z EDGE SPACING ALSO APPLIES OVER GABLE END WALLS OR TRUSSES.
<br />3 FASTENING ZONES 2 AND 3 ARE EQUAL TO 10% OF TOTAL HOUSE MOTH, DIMENSION 'r OFFSET FROM ROOF F
<br />301 WIDE HOUSE = 3 ZONE� 401 WIDE HOUSE = 4'ZONE, SIT WIDE HOUSE = 6 ZONE. W WIDE HOUSE = IT ZONE
<br />.......
<br />TRUSS SAYS PLACED
<br />BETWEEN PERMANENT
<br />TRUSS BPA04
<br />NAIL BOTTOM CHORD
<br />PROVIDE 2X8 PT PLATE .1 1/Z` DIA. . I 7\'
<br />(RESULTING IN 5'-0' MAX
<br />OF GABLE TRUSS .1
<br />ANCHOR SOL - , 1,
<br />OVERALL SWING)
<br />12d% AT 4'0.C,
<br />PL WASHERS AND r F:mBEn NOTCH
<br />MASONRY
<br />HORIZONTAL Zx BLOCKING OVER PLATE.
<br /> _... WALL. BOND BEAM, UNTEL BEAM,
<br />OR RAKED BEAM PER PLAN. FOR RAXED
<br />BLOCKING BETWEEN
<br />FIRST 3 RAYS OF
<br />FRAMING TO
<br />EE PLAN FOR
<br />SSTRUCTURAI
<br />ATTACHMENT OF ALL
<br />BEAM a VAULTED CONDITION. SEE PLAN
<br />PERMANENT BRACING
<br />SHEATH NG
<br />I
<br />AND DETAIL
<br />�j I Od 0 4- O�C.
<br />ATTM�W M�IW 023
<br />MPH _C�
<br />'MUM
<br />R�G
<br />CONT. 2X4 �/ (2) TYP TRUSS
<br />12d NAILS
<br />CONNECTOR PER PLAN
<br />TRUCT URAL
<br />SHEATHING PER PLAN
<br />ALT. OUTLOOKER FRAMING
<br />SEE REOURED
<br />BRACING PER TRUSS
<br />(REOD AT 17OMPH OR GREATER)
<br />MANUFACTURER I
<br />STRUCTURAL
<br />CONI. 2x FASCIA PER
<br />SHEATHING PER PLAN
<br />ARCHS W (2) 12d NAILS
<br />PREENGINEERED
<br />WOODTRUSSESAT
<br />2`0- 0 C MAX
<br />2x BLOCKING TOENAILED,
<br />3TRUSS BAYS BACK
<br />FROM GABLE END
<br />STRUCTURAL
<br />;MA VNRY
<br />X4 BRACE
<br />SHEATHING PER PLAN
<br />H2.SA @ EA OVER
<br />FRAMED T
<br />2.4 SLOCE.S
<br />S.—H..G PER PLAN
<br />BETWEEN TRU
<br />MA
<br />TRUSS ANCHOR
<br />IrCM WALLORUNTELSEE
<br />EA END
<br />PLAN UOR REINFORCEMENT
<br />H2�SA @ EA
<br />TRUSS TIE PER PLAN
<br />OVERFAMED TRUSS
<br />EDGE NAILING
<br />_R PLAN
<br />INGPERPLAN
<br />SHEATHIN.. SEE PLAN
<br />WOOD
<br />FOR ATTACHMENT
<br />OffifMM GW EM I]ETAL
<br />MOD (11130/2023)
<br />RING 202;r.9)
<br />STRUCTURAL TYP TRUSS
<br />SHEATHING PER PLAN _NE-_
<br />CONT� 2)1A / 12) PER PLAN
<br />12d NAILS
<br />SEE REQUIRED
<br />SWING PER TRUSS
<br />MANUFACTURER
<br />ALT. ou-rLooKER FRAMING]
<br />(REO'D AT 170MPH OR GREATER) 1
<br />CONT� 2X4 / (2) 12d NAILS
<br />STRUCTURAL SHEATHING
<br />PRE-ENGINEERED WOOD
<br />TRUSSES AT Z_Cr 0 C MAX
<br />FASCIA -\
<br />(SEE ARCH. DING)
<br />RWW-030
<br />VALLEYSET
<br />TRUSSES 0 24' OC, VALLEY SET
<br />MIN. W LONG 20 TRUSSES 0
<br />GA. FLAT STRAP� 24'O.C,
<br />/(8)16d
<br />SHEATHING
<br />FE
<br />PER P-I.AN
<br />R j��
<br />_4 RL NG
<br />UNDER �Rs
<br />ENDS, � To
<br />TRUSS CHORDS v (1) SDWC1 56DO
<br />W (3) 1 Od EA, TRUSS SCREW
<br />END. TO EVERY
<br />OR TRUSS BELOW
<br />VALLEY SET
<br />TRUSSES CD 24- 0 C.
<br />SHEATHING
<br />PE
<br />R PLAN
<br />--------------
<br />2X4 PURLIN (jP EA_ VALLEY
<br />TRUSS, NAIL To COMMON
<br />TRUS w/(3)I6dGUNNAILS
<br />BOTTSMC.ORDOFVALLEY
<br />TRUSS NAILED TO PURUN W
<br />10d GUN NAIL (jP S' D.C.
<br />TwVALLEYSETOVERMW 11/01/2023
<br />K::;/NO; TO SCALE RWG060
<br />MINE
<br />IX4 LADDER FRAMING AT 14'
<br />A ' AT 24'
<br />2,X4 BLOCKING AT DIA.S ONLY, ATTACH AT EA. END W
<br />O.0 RECTID AT OVEI WES
<br />(2)12dTOENAILS NAIL SHEATHING TO BLOCP014G AT VOC
<br />ATTAC
<br />GREATER THAN 12 TTACH TO
<br />"2" ATT-TO
<br />7
<br />W MIN. 8d NAILS. BLOCK4 BAYS BACK FROM CABLE TRUSS.
<br />TRUSS TOP CHORD . (2) 1 6d
<br />."2",
<br />W"2) I
<br />WHEN SECOND BRACE IS REQUIRED,
<br />NAILS AT 24� D.C.
<br />NAIL TO OPPOSITE SIDE OF BLOCKING.
<br />1, AT VERTICALS T-W TO 6-6'USE ONE 2"'U BACK.
<br />:TRUCTURAL
<br />ING
<br />HEATHING
<br />PER PLAN
<br />2 . AT VERTICALS OVER V-S'TO W-4- USE (2) 2X4 -V BACKS (I
<br />EA. SIDE) (OA FRAME PER CASE 3 BELOW).
<br />3. AT VERTICALS OVER W-VTO 13'4r USE ONE 2X4U BACK
<br />AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE
<br />PFAK AND AT EVERY OTHERVERTICAL MEMBER IN THIS
<br />RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE
<br />BLOCKING BELOW THE ROCIF SHEATHING W/ 45) 12crs AT EA.
<br />END. IN ADDITION TO THE SECOND DIAGONAL, A
<br />SEE PLAN FOR
<br />STRONGELACK IS ALSO REQUIRED AT THESE VERTICALS AND
<br />ATTACHME14T OF
<br />MUST BE ATTACHED TO EA. 'U BACK WITH (2) 12CPS AND ONE
<br />ALL ST.AUC-RAL
<br />SIMPSON H5 OR ONE USP FITS CONNECTOR.
<br />HER ING
<br />SIDE MAIL ALL *L' RACKS AND STRONGRACKS W/ 12Crs AT T
<br />J.
<br />O.0 NOTCH BACKS AT TOP AND BOTTOM
<br />KING
<br />PRE-ENGINEERED WOOD
<br />TRU=HOR
<br />TRUSSES AT 7-T 0
<br />C. MAX.
<br />FIE
<br />I
<br />CMU WALL PE FASCIA (SEE.
<br />PLAN �H)
<br />DRAWINGS)
<br />SHEATHING PER
<br />TRUSS ANCH�
<br />TRUSS
<br />Z PER PLAN
<br />!E
<br />FR.AMING PER PLAN
<br />11/0112023 WTCH HIP TRO BRACING DETAIL @CISTON HIP) 1110112023
<br />R 100 �P—"P —
<br />RWM-D90 R�Wl 00
<br />2% BLOCKING TOENAILED.
<br />THREE TRUSS BAYS BACK
<br />FROM GABLE END
<br />2X4 PURUN @
<br />STRUCTURAL SHEATHING
<br />EA VALLEY
<br />PER PLAN
<br />TRUSS NAIL TO
<br />BOTTOM CORD OF VALET
<br />COMMON
<br />TRUSS NAILED
<br />TRUSS W/ (3)
<br />TO PURLIN �f 10d GUN NAIL
<br />16d NAILS
<br />@ro.
<br />CONT 2. FASCA PER
<br />ARCHS .1
<br />H2E Ae J%.l 2d NAILS
<br />' ITZOC
<br />PRE - N IN. W=
<br />TRUSSES AT 2'T 0 C MAX
<br />CONTINUOUS
<br />SHEATHING
<br />EDGE
<br />117��
<br />NAILING
<br />B_RACE
<br />PER PLAN
<br />H10A @EA EN D
<br />(2) SDWC1 56W
<br />HANGER
<br />OF VALLEY
<br />SO REWS FROM WOOD
<br />PER
<br />NUF
<br />M2XA4
<br />TRU &lCr 0'
<br />SM
<br />SAX
<br />TOP PLATES TO
<br />TRUSS @ 16.
<br />FRAMING
<br />0 C
<br />0 C., (1) EA PLY
<br />PER
<br />SHEATHING
<br />PLAN
<br />PER PLAN
<br />TYP.GWWffTAL
<br />(MOO) 11/302=
<br />RVG-203 (��9)
<br />I.- -T—
<br />AT..
<br />=TD�f �=AIS
<br />R13 k1MTWMWFeAffi
<br />III E-1
<br />T I.
<br />0A) Fieldstone
<br />C.O.A.# ARCHITECURE:
<br />AA26002802
<br />C.O.E.# ENGINEERIN
<br />No.
<br />29349
<br />13 IBRAHEM ELAYEB,
<br />P.E.# 91476
<br />Aw
<br />0 BENJAMIN NIESE, PE
<br />0 E OF
<br />40RIC
<br />P.E.# 86025
<br />X
<br />4
<br />C
<br />05/30/2024
<br />ONAL
<br />DATE
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<br />Michigan
<br />3400 Auburn Rd
<br />Suite 200
<br />Auburn Hills, MI 48326
<br />+1 248.622.4035
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<br />+1 813.466.3310
<br />www.fieldstoneae.com
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<br />DRAWN BY: I FAE j
<br />VERSION: szol
<br />SHEET NAME
<br />DETAILS -
<br />ROOF
<br />SHEET #
<br />S4.1
<br />
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