|
STRUCTURAL SHEATHING, SEE PLAN AND
<br />DETAILS FOR ATTACHMENT NaM
<br />REFER TO ARCHITECTURAL DRAWINGS STRUCTURAL SHEATHING
<br />PRE-ENGINEEFIED AND/O MUSS MANUFACTURER SEE PLAN AND MAILS
<br />1/2' WOOD TRUSSES DRAWINGS FOR SPECIFIC TRUSS FOR ATTACHMENT
<br />AT 24' D.C. MAX, PROFILE INFORMATION, I., HEEL
<br />HEIGHTS, SLOPE, OVERHANGS) PRE-ENGINEERED
<br />E_
<br />NT
<br />"NGS
<br />OR WOOD TRUSSES
<br />2x RIBBON BOARD AT 24'O.C. MAX
<br />2x BLOCKING AT 'ATTACHED TO TRUSS
<br />SHEATHING EDGES * 13) W/ (3) 1 Dd NAILS, 24- _OR_
<br />SO NAILS INTO TRUSS O.C. CENTER MAX. 2x BLOCKING AT 2x RIBBON BOARD
<br />CONTINUOUS SPAOINGG
<br />SHEATHING EDGES / (3) Bd ATTACHED TO TRUSS w/
<br />4
<br />TAUCTU 74.S I C
<br />STRUCTURAL SHEATHING CONTINUOUS S PAL NAILS INTO LISS (3) 1 Od NAILS, 24- D.C.
<br />I NO 'Z NG
<br />SNA]L PER TYPICAL SHEATHING NAIL PER CONTINUOUS STRUCTURAL CENTER MAX. SPACING
<br />PER ON AL
<br />HEATHING DETAIL TYPICAL SHEATHING DETAIL SHEATHING NAIL PER CONTINUOUS STRUCTURAL
<br />- TYP `T TYPK; EA
<br />TYPICAL TRUSS AL TRUSS TYPICAL SHEATHING DETAIL SHEATHING NAIL PER
<br />ANCHOR PER PLAN DETAIL AT TRUSS HEEL � 9 1W] A.C.OA PER PLAN FRAMING PER PLAN TYPICAL SHEATHING D.ErAJL FRAMING
<br />PER PLAN
<br />FIEFEF1 TO ARCHITECTURAL DRAWINGS AND/OR TRUSS MANUFACTURER DRAWINGS FOR DETAIL AT TRUSS HEEL 91/4'
<br />SPECIFIC TRUSS PROFILE INFORMATION. ji.e. HEEL HEIGHTS, SLOPE, OVERHANGS1 STRUCTURAL SHEATHING '
<br />SEE PLAN AND DETAILS FOR
<br />STRUCTURAL SHEATHING, SEE ATTACHMENT
<br />PLAN AND DETAILS FOR
<br />ATTACHMENT PRE-ENGINEERED WOOD
<br />TRUSSES AT 24* D.C. MAX.
<br />PRE-ENGINEERED WOOD
<br />TRUSSES AT 24' O.C. MAX. TRUSS ANCHOR PER PLAN
<br />TRUSS ANCHOR 4F.RAMING PER PLAN
<br />(:S.�
<br />PER PLAN FASCIA, (SEE ARCH DWGS) CONTINUOUS STRUCTURAL
<br />FASCIA, (SEE ARCHDWGS) I
<br />%J, SHEATHING NAIL PER
<br />BOND BEAM TYPICAL SHEATHING DETAIL
<br />PER PLAN DETAIL AT TYPICAL TRU
<br />SS]
<br />DETAIL AT TYPICAL TRU
<br />.1 HEEL � 91/4' 1
<br />FRW TRLW ON MAMNRY lliOl/2023 RV TRLW ON FWING 111101/2023 CRO
<br />�-10;70 SCALE RW'M_0IO R;Z-020
<br />2X4 BLOCKING AT Z-V STRUCTURAL S ING,
<br />D.C. wl (2) 12d TOENAILS (SEE PLAN FOR
<br />EA. END TO TRUSS ATTACHMENT)
<br />PRE-ENGINEERED
<br />BOND BEAM PER TRUSSES AT 24'O.C,
<br />PLAN AND SCHEDULE SHEATHING PER PLAN
<br />8'CMU WALL SEE
<br />PLAN FOR VERT. REINF META16 AT BLOCKING
<br />FI ALL BW�NG @ N%M. W. WALL N"Effl) 11/01/2023
<br />Z_�_TO SCALE RZ-070
<br />STRUCTURAL
<br />SHEATHING PER PLAN
<br />PRE-ENGINEERED
<br />TRUSSES AT 24' OC,
<br />TRUSS STRAP PER PLAN
<br />IIN —RIOA_P
<br />8'CMU WALL, EATHING PER PLAN
<br />SEE PLAN FOR
<br />VERT. REINF.
<br />( BRACING@PSF8MLMBRG.wALLMk%8� 11/01/2023
<br />ROB
<br />\,_/NOT TO SCALE RWM-080
<br />ALL TRUSS ENDS ARE TO BE SECURED TO THE EXT WALL
<br />BELOW SING ONE OF THE BELOW METHODS ONEFULL
<br />OPTION MUST BE USED FOR CONTINUOUS LOAD PATH
<br />INSTALL TYPICAL TRUSS CONNECTOR THROUGH EXr,
<br />SHEATHING IWO DOUBLE TOP PLATES. EXT
<br />SHEATHING IS CONTINUOUS AND WILL TRANSFER
<br />COMBINED SHEAR & UPLIFT
<br />b INSTALL TYPICAL TRUSS CONNECTOR FROM TRUSS TO
<br />TOP PLATE ON INSIDE OF THE WALL ADDITIONALLY
<br />INSTALL LTS12 TOP PLATE -TO -STUD CONNECTORS 0 EA
<br />STUD. EXT &HEATHING IS CONTINUOUS AND WILL
<br />TRANSFER COMBINED SHEAR & UPUFT.
<br />INSTALL TYPICAL TRUSS SCREWS FROM TRUSS TO TOP
<br />AND WILL
<br />4'14'\jt�4'14'
<br />221/2'
<br />30' TRUSS OR 1 -W OPT'
<br />RAFTER
<br />SDWC15OW
<br />ID AIT
<br />OVERHANG OVERHANG
<br />PER PLAN PER PLAN
<br />I r? 1 314-
<br />SINGLE 8DWQ CONFIMPIATION A 864GLE 81DWC: CONFN3LIPATION B
<br />(TRUSS OFFSET FROM STUD) (TRUSS ALIGNED WITH STUD)
<br />INSTALL THROUGH TOP PLATE INSTALL THROUGH TOP PLATE
<br />INTO TRUSSIRAFTER INTO TRUSS/RAFTER
<br />TPUSS OR
<br />� Z
<br />RAFTER TRUSS OR RAFTER TRUSS OR RAFTER
<br />31C
<br />1 "4.+
<br />1'r (2) SDWC156W (2) SDWC15WO (2) SDWC156MOD
<br />3- OVERHANG OVERHAM OVERHANG
<br />PLAN
<br />PLAN
<br />,j 1/4' PER PLAN PER PLAN PER =
<br />j11 1111 11171 1 rl 718'
<br />3/4-Z114'_/1'_\ 3/ �11/4' 11T.11 1/2'-l' 112'-71W 1IT-7/8'
<br />DIDIUBLESDIW0. DOUBLE SDWC: CONIFNA.IPATION B DOUBLE SDWVO. CONFIGURATION D
<br />314' CONIF11131.11RATION A (TRUSS OFFSET FROM STUD) INSTALLED THROUGH
<br />.j- 1/4*
<br />. �111�2 IUSS ALIGNED WITH STUD) INSTALL THROUGH TOP PLATE INTO TRUSSIRAFTER INTO TOP PLATE
<br />OPTIMAL OPTIMAL P NSTALL THROUGH TOP TRUSSIRAFTER
<br />LATE INTO TRUSSIRAFTER
<br />WIFff TO MAE TM RATE SCREW C10NNEM 11101/2023
<br />CONTINU04JS A CONT 2X4 (MIN.) wl STRUCTURAL
<br />STRUCTURAL (2) 1 Dd NAILS SHEATHING PER PLAN
<br />SHEATHING, SEE
<br />PLAN FOR
<br />ATTACH 2X4 OUTRIGGER AT 24' O.C. AEcrD AT
<br />121�� OVERHANGS GREATER THAN 15'.
<br />B.0d TOENA"r", (2) A35 @ Ek ATTACH TO GABLE DROPPED TOP CHORD OUTRIGGER TO
<br />0 C. TRUSS TO r - T SS./(3)IDd
<br />TOP PLATE 14ORIZONTAL BRACE, w/ TYP TRUSS CONNECTOR PER PLAN RU
<br />r NTAL ACE
<br />ONE EA. SIDE STRUCTURAL TOENAILS
<br />ALo I
<br />WALL FRAMING ALONG TOP P:LATE SHEATH NG PER PLAN DROPPED TOP GABLE W/ OUTRWERS
<br />PER PLAN WOOD 20 BLOCICNG 0 CONT 2X4 (MIN.) wl REDO AT 17D MPH OR GREATER
<br />EDGE NAJUNG SHEATHING EDGE (2) 1 Dd NAILS
<br />14
<br />W/ (2) 10d 0 Ek
<br />IN LIEU OF BLOCKING AND DER FRAMING AT
<br />EDGE MAILING SHOWN END TO ADJACENT 2X4 LAD
<br />WITHIN THE GABLE, IT IS TRUSSWEB 24'O.C. RECrD AT BLOCKING AS REQUIRED
<br />ACCEPTABLE TO USE (OR BOTTOM OVERHANGS UP TO 15' =CINGBYTRUSS
<br />'EDGE NAIL SPACING TO CHORDNAILING ATTACH TO TRUSS TOP TURER
<br />BOTTOM CHORD OF TRUSS AS SHOWN) CHORD W/ (2) 16d NAILS
<br />TO TRANSFER LOAD AT Is- 0 C
<br />2X4 BLOCKING 0 GABLE TRUSS W/ SEE REQUIRED
<br />TOE-NA]L SHEATHING EDGE w/ VERTICAL WEBS AS BRACING PER TRUSS
<br />EDGE NAIUNG (2) lod @ EA. END NOTED IN THE MANUFACTURER
<br />SHEATHING TO ADJACENT STUD FRAMING SHEET A - jj A -A (i.e. BSCI REO`MTS)
<br />SPLICED SHEAT14NO TRUSS NOTES I I
<br />(3) 1 Dd MAILS (9 11 Od NAILS@
<br />EA. TRUSS TRUSS NAIL BOTTOM CHORD PROVIDE IX8 PT PLATE *1 112�*DIA, I�
<br />OF GABLIE TRU S ANCHOR BOLTS 9 4*-O'O.C. AX
<br />X 12d'� AT !0 C PL WASHERS AND r FM D NQT��
<br />NO HORIZONTAL 2. BLOCKING OVER PLATE
<br />A35 MASONRY MASONRY WALL, BOND BEAM, UNTEL BEAM,
<br />SEE PLAN FOR on AKED BEAM PER PLAN. FOR RAKED
<br />AA(WOOD) ATTACHMENT OF ALL BEARM 0 VAULTED CONDITION, SEE PLAN
<br />I STRUCTURAL SHEATH114G AND DETAIL.
<br />WE END TRW BRACING DETAIL
<br />PERMANENT TRUSS
<br />BRACING PER TRUSS
<br />MANUFACTURER 9 10-0-
<br />MAX. SPACING.
<br />(1) ADDITIONAL FLAT 2X4
<br />WITH BLOCKING
<br />EXTENDING A MIN. OF (3)
<br />TRUSS RAYS PLACED
<br />BETWEEN PERMANENT
<br />LISS BRACING
<br />(RESULTING! 5'-O'MAX.
<br />OVERALL BRACING)
<br />HORIZONTAL 2x
<br />BLOCKING BETWEEN
<br />FIRST 3 BAYS OF
<br />FRAMING TO
<br />PERMANENT BRACING
<br />1 Od @ 4- 0 C
<br />11/0112023
<br />RWM-090
<br />STRUCTURAL TYP TRU
<br />SHEATHING PER PLAN CONNECT
<br />CONT. 2X4 wl (2) PER PLAN
<br />12d NAILS
<br />SEE REQUIRED
<br />BRAC114G PER TRUSS
<br />MANUFACTURER
<br />ALT. OUTLOOKER FRAMINGJ
<br />(REO'D A'
<br />CONT. 2X4 w/ (2) 12d NAILS
<br />STRUCTURAL SHEATHING
<br />PRE-ENGINEERED WOOD
<br />TRUSSES AT Z-V D.C. MAX
<br />FASCIA -\
<br />(SEE ARCH. DWG.)
<br />DUTDi HIP TRUSS BRACING DETAIL
<br />CONT 2X4 W
<br />12d NAILS
<br />TYP T SS
<br />CONNECTOR PER PLAN
<br />'X' � 10%
<br />HOUSE WIDTH
<br />C, 2
<br />C21
<br />RIDGE
<br />T
<br />END
<br />:�_Z� _
<br />BOSTON HIP
<br />t
<br />ID% ------
<br />HOUSE WIDTH
<br />-110%
<br />HOUSE W DTH
<br />V-1-
<br />(1) 1_2
<br />Z
<br />< C',
<br />11
<br />I C
<br />HIP
<br />0?
<br />�-C21
<br />TRUCTURAL
<br />SHEATHING PER PLAN
<br />BRACING PER MISS
<br />MANUFACTURER
<br />CONT. 2x FASCIA PER
<br />ARCHS W (2� 12d NAILS
<br />PRE-ENGINEERED
<br />WOOD 7S.CSEMSAAXT
<br />Kj 2 0
<br />2x BLOC NG TOENALM.
<br />3 TRUSS SAYS BACK
<br />FROM GABLE END
<br />STRUCTURAL
<br />SHEATHING PER PLAN
<br />HI=.SA@ .1EATOVER
<br />0
<br />R=
<br />(RED D AT 17OMPH OR GREATER)
<br />STRUCTURAL
<br />SHEATHING PER PLAN
<br />2X4 BRACE
<br />2X BLOCKING TOENAJUED
<br />THREE TRUSS
<br />FROM IBAB!EBENCKD
<br />STRUCTURAL SHEATHING
<br />PER PLAN
<br />007TOM CORD OF VALLET
<br />TRUSS NAILED
<br />N J-1
<br />TO PURUN ./ 10d GUN NAIL
<br />CD 0
<br />CONT 2x FASCIA PER
<br />ARCHS
<br />(�l 2d NAILS
<br />H2 SA @ 610C
<br />PRE - ENGINEERED VXXD
<br />2X4 PURUN 4
<br />VAL
<br />EA VALLEY
<br />TRUSS. NAJ TO
<br />COMMM
<br />TRUSS W/ (3)
<br />41 A
<br />16d NAILS
<br />C-3
<br />J
<br />RIDGE
<br />C,
<br />GABLE END
<br />I
<br />ROOF SHEATHING
<br />SH NGUE:
<br />7111 6* SPAN RATED SHEATHING
<br />MALS
<br />8d RING
<br />ROOF FASTENING ZONES
<br />7W2x4 BL=OCKM SHEATHING PER PLAN
<br />EEN T
<br />BETWEEN TRUSSES M SONRY TRUSS ANCHOR
<br />mmisawrm"
<br />EA END S' CMU WALL OR UNTEI, SEE
<br />PLAN FOR REINFORCEMENT
<br />TRUSSES AT 2 IV 0 C. MAX
<br />CONTINUOUS
<br />SHEATHING
<br />EDGE
<br />NAIUNG
<br />1_5�
<br />2.1�4
<br />BRACE
<br />I 1
<br />1 2
<br />3
<br />PANEL EDGES C@ SUPPORTS (1)
<br />_OC
<br />OR
<br />TILE: 15/32' SPAN RATED SHEATHING
<br />on
<br />METAL: 15132' SPAN RATED SHEATHING
<br />SHANK
<br />13' x 2-3VEr
<br />PANEL FIELD (1)
<br />w D.C.
<br />1.. 0 1;
<br />OC
<br />H2,5A @ EA.
<br />OVERFAMED TRUSS TRUSS TIE PER PLAN
<br />E RIM
<br />IN
<br />EDGE NAILING
<br />PER PLAN
<br />t FRAMING PER PLAN
<br />N
<br />SHEATHt G SEE PLAN
<br />FOR ATTACHMENT
<br />PER PLAN
<br />(2) SDWC156M
<br />SCREWS FROM
<br />a
<br />TOP PLATES TO WID�W
<br />TRUSS @ 16.
<br />0 C. (1) EA PLY
<br />HANGER
<br />7P:ER
<br />MA . NUF
<br />UF
<br />2X4
<br />FRAMING
<br />PER
<br />PLAN
<br />H OA @EA END
<br />01
<br />F VALLEY
<br />TRUSS& 10 0
<br />OC MAX
<br />SHEATHING
<br />PER PLAN
<br />NOTES:
<br />I LONG SIDE OF SHEATHINGTO BE PERPENDICULAR TO TRUSSES OR RAFTERS-TYRCAL.
<br />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. DIMENSION'r OFFSET FROM ROOF EDGE
<br />39 WIDE HOUSE = 3'ZONE, 4& WIDE HOUSE = NZONE. 51Y WIDE HOUSE � VZONE,
<br />6& WIDE HOUSE = 9 ZONE
<br />OVEFUMM MEW DUAL
<br />MOO (11/3012023)
<br />(MOD) 11/3012023
<br />�ATTOM�M
<br />ME01"Gi MGRWW�_____
<br />(MAXIMUM OF 150 MPH EXP C) 11/01/2023
<br />RWG-2(k2(RB-449)
<br />RWG-203 ("g)
<br />RZ-110
<br />RWW-030
<br />VALLEY SET
<br />TRUSSES (iP 24' 0 C VALLEY SET
<br />MIN. I LONG 20 TRUSSES 0
<br />GA. FLAT STRAP 24'0.C�
<br />.HEAT
<br />PER
<br />(8)1 6d
<br />SHEATHING
<br />SHEATHING PER PLAN
<br />PER PLAN
<br />2X4 BLOCKING
<br />UNDER TRUSIS
<br />ENDS, NAIL TO LJ41) SDWC156DO
<br />TRUSS CHORDS
<br />W/ (3) 10dEA TRUSS SCREW
<br />END. TO EVERY
<br />OR TRUSS BELOW
<br />VALLEY SET
<br />TRUSSES C& 24- OC
<br />SHEATHING
<br />PER PLAN
<br />--------------
<br />2X4 PURLIN @ EA. VALLEY
<br />TRUSS, NAIL TO COMMON
<br />TRUSS W/ (3) 1 Sd GUN NAILS
<br />BOTTOM CHORD OF VALLEY
<br />TRUSS NAILED TO PURUN wl
<br />I Od GUN "L (9? Ir O.C.
<br />TRIZVALLEYSETOMI'ME 11101/2023
<br />K:�/N.; TO SCALE RZ-060
<br />2X4 LADDER FRAMING AT 24'
<br />AM
<br />2X4 BLOCKING AT DIAGONALS ONLY. ATTACH AT EA. END w/
<br />D.C. REO'D AT OVERHANGS
<br />(2) 12d TOENAILS. NAIL SHEATHING TO BLOCKING AT Ir D.C.
<br />GREATER THAN 12*. ATTACH TO
<br />.1 M1W 8d NAILS. BLOCK4 BAYS BACK FROM GABLE TRUSS.
<br />TRUSS TOP CHORD w/ (2) 16d
<br />WHEN SECOND BRACE IS REQUIRED,
<br />NAILS AT 24'0.C�
<br />NAIL TO OPPOSITE SIDE OF BLOCKING.
<br />STRU CTURAL
<br />1, AT VERTICALS 3'-6'TO 6-6'USE ONE 2Y,4 V BACK-
<br />S TH
<br />HEATHING
<br />PER PLAN
<br />2. AT VERTICALS OVER 6-6- TO W-4- USE (2) 2X4 -V BACKS (I
<br />EA. SIDE) (OR FRAME PER CASE 3 BELOW).
<br />3, AT VERTICALS OVER W-4'TO 13'-V USE ONE 2X4 *L* RACK
<br />AND AN ADDITIONAL DIAGONAL BRACE IS REQUIRED AT THE
<br />PEAK AND AT EVERY OTHER VEFITICAL MEMBER IN THIS
<br />RANGE. ATTACH THE DIAGONAL AT MID. HEIGHT AND TO THE
<br />BLOCKING BELOW THE ROOF SHEATH114G w/ (5) 12crs AT EA
<br />END. IN ADDITION TO T14E SECOND DIAGONAL, A
<br />SEE PLAN FOR
<br />STRONGELACK IS ALSO REQUIRED AT THESE VERTICALS AND
<br />ATTACHMENT OF
<br />MUST BE ATTACHED TO EA. *L' BACK WITH (2) 12ft AND ONE
<br />ALL STRUCTURAL
<br />SIMPSON H5 OR ONE USP FITS CONNECTOR
<br />SHEATHING
<br />SIDE NAIL ALL'U BACKS AND STRONGBACKS IftN AT6`
<br />2x SHTG.
<br />O.C. NOTCH"L'BACKS AT TOP AND BOTTOM.
<br />BLOCIaNG
<br />PFIE-ENGINEERED WOOD
<br />- TRUSS ANCHOR TAUS SES AT 2-D'O.C.
<br />MAX
<br />PER PLAN
<br />- CMU WALL PER PLAN FASCIA (SEE ARCH.
<br />7
<br />DRAWINGS)
<br />pt4i
<br />SHEATHING PER PLAN
<br />TRUSS ANCHOR
<br />PER PLAN
<br />FRAMING PER PLAN
<br />PARTIAL WOOD REARING]
<br />)N HM
<br />11101t2023
<br />R��l 00
<br />1=111 L
<br />T�� I:r B %ED=�S W E I
<br />CTo, � —
<br />R13
<br />ORO Fiel&tone \\\\\jeIN
<br />C.O.A.# ARCHITECURE:
<br />41
<br />AA26002802
<br />C.O.E.# ENGINEERIq!j.�.
<br />29349
<br />13 IBRAHEM ELAYEB, PE
<br />P.E.# 91476
<br />0 BENJAMIN NIESE, PE
<br />P.E.# 86025
<br />05/30/2024
<br />DATE
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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 />DRAWN BY: I RT�
<br />VERSION: 5-01�,
<br />SHEET NAME
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<br />ROOF
<br />SHEET #
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