|
4
<br />1
<br />2
<br />1
<br />E
<br />8'4" I 11'-10"
<br />4'-0" MIN
<br />ROOF END ZONE
<br />v
<br />MAINTAIN 24" O.C. Al SIMPSON HUCQ610-SDS &
<br />9%y
<br />MAX TRU S SPAC NG
<br />S-403
<br />C2 (2) CS14 COILED STRAPS (SIDE -BY -SIDE) x 17-6" LONG w/
<br />S-403 (3) 2x12 (13) 10D NAILS EACH END OF EA BLKG ON FACE OF 4x
<br />1 - 115'-2 1/8" - ( BEAM = T - 8 1/4") BLOCKIN - LAP 1'-6" N SIDE OF ALL LED R - SEE
<br />T/JOIST /S 1 A
<br />S-403 S-40
<br />T/JOIST
<br />4x BLKG FOR STRAPPING t i
<br />HO D
<br />C
<br />< 5
<br />2
<br />X8 : .
<br />BLOCKING
<br />A4 P ` 2X12
<br />S-403 BILKING
<br />Q4 42'-6 7/8"
<br />CONDENSERS
<br />(2)SIMPSON MST60 STRAP TIES FROM 340# EA
<br />SIDE OF LVL DRAG STRUT TO FACE OF 2x 2x8
<br />LEDGER - CENTER STRAPS ON SHEAR 00; BILKING
<br />D WALL END POST AND PROVIDE (34)16d i TYP
<br />7
<br />NAILS EA. END OF STRAP �; EF # 2 EF # 1
<br />SEE ROOF FRAMING NOTE #17 ++1 510# 510#
<br />4'-0" MIN OD 3
<br />ROOF END ZONE
<br />MAINTAIN 24" O.C. 2X12
<br />MAX TRUSS SPACING BLKING
<br />I
<br />3 T5JOIS 1 •. - ' � 1 - '-• TYP
<br />FACE OF LVL DRAG STRUT TO
<br />-C4 -J..
<br />ALIGN W/ FACE OF 2X LEDGER - - -
<br />3.1 5-402 SIMPSON - 2X BLKG w/ SIMPSON LSTA21 STRAP
<br />ECCQ7.1-6SDS2.5 . = TIE CENTERED OVER LVL & NAILED
<br />COLUMN CAP 15'-10" = • ' TO LEDGER W/ (8) 10D NAILS EA. END
<br />01
<br />0o WIDTH OF ROOF SHEATHING TO BE ATTACHED
<br />o � TO FRAMING w/ 10d NAILS 4" O.C. @ BOUNDARY,
<br />X II .6" O.C. @ SUPPORTED EDGES, AND 10d @ 12" ' - .
<br />A3 v� -O.C. FIELD NAILING - DIAPHRAGM IS BLOCKED .
<br />' (SEE HATCHED AREA)
<br />2x12
<br />A4 ' : BILKING
<br />W 1' W W- ,.fn
<br />W; J _'; TYP
<br />S-402 a� .. a� . au = Q 0-0), �•
<br />0� '0�' O� a O�
<br />73 W m < W m .W0 Cl m � W m w '
<br />S-403 tY w w w a w J a w a
<br />AC #2
<br />N N N N,- X .
<br />0 0)
<br />X 11 X r_ t 34'-2 1 /4"
<br />N -
<br />GC NOTE:
<br />GENERAL CONTRACTOR SHALL CONTACT
<br />ROOF FRAMING PROVIDER, PER CONTACT
<br />REPRESENTATIVE ON SHEET G-004, TO
<br />PERFORM A COURTESY INSPECTION OF
<br />ROOF FRAMING / TRUSS INSTALL. THIS DOES
<br />NOT CONSTITUTE A SUBSTITUTION FOR THE
<br />REQUIRED SPECIAL INSPECTIONS PER AHJ.
<br />C2
<br />2
<br />)CKIN
<br />CONDENSER
<br />340#
<br />63'-7 1 /4"
<br />BEA
<br />1
<br />0
<br />�
<br />0
<br />HOOD #1
<br />465#
<br />B3
<br />v
<br />M
<br />S-401
<br />r;
<br />fV
<br />B2
<br />100#
<br />�w 2'-0 :2'-0" 2'-0"''1'-9318 2'-1", 1'-111/2" _3'-6"_ 2'-3" T-41/2" - T-15/8" 1'-7" I I
<br />C m ° CS14 COILED STRAP x 13'-6"
<br />SIMPSON 0° LONG w/ (13) 10D NAILS EACH
<br />HUCQ610- - SEE A3/S-401 FOR LVL ;n 1'-6" END OF EACH BLKG ON FLAT
<br />SDS & L50 BEARING CONDITION 1'-11 7/8 +I 2x BLOCKING - LAP V-6" ON
<br />T&B (3) 2x101. _ I (3) 2x10 (3) 2x10 WALL LEDGER
<br />(B/BEAM = 9' 8") (B/BEAM = 9'- 8) (B/BEAM = 9' - 8" - - - - - - - - -
<br />5r6O (3) 2X10(3) 2x10
<br />(B/BEAM = 9' -8") (B/BEAM = 9'- 8'
<br />6- - C3 C4 - - C3 - C3 16'-0 3/4" N
<br />4'-0" MIN S-402 S-402 S-402 S-40 T/JOIST
<br />IROOF END ZONE SIMPSON HUCQ610- (A 2x10 (A 2x10
<br />2X6 @ 32" O.C. LADDER SDS & L50 T&B EA (B/BEAM = 9' - 8") (B/BEAM = 9' - 8")
<br />MAINTAIN 24" O.C. SIMPSON FRAMING WITH LB26 EA END TYP
<br />MAX TRUSS SPACING HUCQ610-SDS & END OF EA 2X TYP Cl A3 S-402 A3
<br />TYP EA END FRAMING WHERE JOIST
<br />S-403 S�02 S-402
<br />C.C. SPACING > 32" SIMPSON
<br />HUCQ610-SDS &
<br />34'-11 1/2" L50 T&B EA END
<br />TYP
<br />CL
<br />B
<br />I
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<br />CL.
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<br />I
<br />I LI
<br />i
<br />v
<br />.� FRAMING PLAN
<br />1 /4" = V-0"
<br />A7rc
<br />T/PARAPET=20'-41/2"
<br />(1) 2X6 STUD FULL HEIGHT &
<br />2x6 STUD TO B/DECK @ 12" O.C.
<br />T/PARAPET=21'-8"
<br />(2) 2X6 STUDS FULL HEIGHT &
<br />2x6 STUD TO B/DECK @ 12" O.C.
<br />T/PARAPET=20'-4 1/2"
<br />1) 60OS200-54 METAL STUD FULL HEIGHT &
<br />(1) 60OS200-54 METAL STUD TO B/DECK @ 16" O.0
<br />1
<br />2 U- -
<br />- O
<br />co -
<br />(V
<br />N @� T/PARAPET=21'-8"
<br />w fn (1)600S200-54 METAL STUD
<br />a- o FULL HEIGHT @ 16" O.C.
<br />a �
<br />N
<br />3
<br />�t U
<br />O
<br />04
<br />I U
<br />a o
<br />Q T/PARAPET=21'-8"
<br />a coo (1) 2X6 STUDS FULL
<br />N HEIGHT @ 12" O.C.z
<br />6 T/PARAPET=20'-4 1/2" T/PARAPET=21'-8"
<br />(1) 2X6 STUD FULL HEIGHT & (1) 2X6 STUD FULL HEIGHT &
<br />(1) 2X6 STUD TO B/DECK @ 12" O.C. (1) 2x6 STUD TO B/DECK @ 12" O.C.
<br />FURRED WALL= 2x6 @ 12" O.C.
<br />A D
<br />FRAMING PLAN
<br />L 3/32"
<br />T/PARAPET=20'-4 1/2"
<br />(1) 2X6 STUD FULL HEIGHT &
<br />(1) 2x6 STUD TO B/DECK @ 12" O.C.
<br />T/PARAPET=21'-0 1/2" T/PARAPET=21'-8"
<br />(1) 2X6 STUD FULL HEIGHT & (1) 2X6 STUD FULL
<br />01
<br />(1) 2x6 STUD TO B/DECK @ 12" O.C. HEIGHT & (1) 2x6 STUD
<br />TO B/DECK @ 12" O.C. 1
<br />FURRED WALL=
<br />2x6 @ 12" O.C.
<br />T/PARAPET=20'-4 1/2"
<br />(1) 2X6 STUD FULL HEIGHT & E
<br />(1) 2x6 STUD TO B/DECK @ 12" O.C.
<br />F
<br />130'-2"
<br />.5
<br />SEE A3/S-401 FOR
<br />LVL BEARING DETAIL
<br />TYPICAL ROOF SHEATHING (UNO)
<br />5/8" THICK APA RATED EXP 1 PLYWOOD W/ 10D
<br />NAILS @ 6" OC BOUNDARY AND 6" OC SUPPORTED
<br />EDGES AND 10D @ 12" OC FIELD NAILING -
<br />C1 DIAPHRAGM IS UNBLOCKED EXCEPT @ END BAYS
<br />NOTED - SEE C4/S-401 FOR FURTHER DETAILS
<br />(3) 2x10 SIMPSON HUCQ610-SDS
<br />r(B/B
<br />EAM = 9' - 8") & L50 T&B EA END TYP
<br />J Val
<br />J•D
<br />00
<br />X
<br />J
<br />Cal
<br />�m
<br />1
<br />+,-
<br />- L-
<br />1'-0
<br />1 /4"
<br />CONDENSERS
<br />340# EA
<br />2X8 BLOCKING
<br />�P
<br />m
<br />NN >
<br />X II
<br />W
<br />77
<br />m
<br />I �x112 BLOCKING TYP
<br />2x12
<br />BLOCKING
<br />TYP I
<br />-2X6 @ 32" O.C. LADDER FRAMING
<br />WITH LB26 EA END OF EA 2X TYP
<br />FRAMING WHERE JOIST C.C.
<br />SPACING > 32"
<br />C3
<br />S-40 SIMPSON HUCQ610-SDS
<br />(3) 2x10
<br />& L50 T&B EA END TYP
<br />(B/BEAM = 9'- 8")
<br />I �
<br />ROOF HATCH iM
<br />SEE ARCH ifl
<br />26" RED OPEN WEB TRUSSES @ 32' O.C. UNO
<br />J
<br />c+,
<br />1'-0 3/4"
<br />°�,-° it
<br />o
<br />Z
<br />X
<br />W
<br />W
<br />m
<br />�m
<br />W
<br />.co
<br />2'-8"
<br />2'-8"
<br />4'-3 1 /4"
<br />SEE A3/S-401 FOR
<br />LVL BEARING DETAIL
<br />(3) 2x10
<br />I (3) 2x`1
<br />(B/BEAM
<br />= 9' - 8")
<br />(B/BEAM = 9' - 8")
<br />(1
<br />SIMPSONAIII
<br />SIMPSON
<br />Cl
<br />C4 C3
<br />HUCQ610-SDS &
<br />C3
<br />HUCQ610-SDS & C3
<br />S-402
<br />S-402
<br />L50 T&B EA
<br />S-402L50
<br />T&B EA S-4CEND
<br />TYPEND
<br />TYP
<br />0-SDS &
<br />EXTEND POST TO
<br />L50 T&B EA END
<br />T/PARAPET - SEE E2/S-404
<br />TYP
<br />90'-2 1/2"
<br />2
<br />N U 1. AT ALL (3) 2x HEADERS ABOVE WINDOW AND DOOR OPENINGS w/ 1/2" PLYWOOD BETWEEN
<br />O EA. HEADER. ATTACH TOGETHER WITH GLUE AND SCREWS AT 6" O.C. T&B
<br />N 2. SEE DETAIL D3/S-302 FOR ROOF NAILING.
<br />N @ 3. SEE D4/S-401 FOR TYP. HANGER DETAILS.
<br />H 4. TRUSS AND JOIST MANUFACTURER SHALL DESIGN AND PROVIDE ALL JOIST BRACING
<br />a. ? (PERMANENT AND TEMPORARY) AND UPLIFT BRIDGING.
<br />5. SPLICE LEDGERS PER DETAIL D4/S-302.
<br />a (0 6. OPEN WEB TRUSSES, WOOD I -JOISTS, PSL AND LVL BEAMS SHALL BE BY REDBUILT, LLC
<br />N 1-877-371-0445 - CONTACT: HENRY GRUESEN. CONTRACTOR TO FOLLOW ALL REDBUILT
<br />BRACING INSTALLATION DETAILS AND TO STAGE CONSTRUCTION MATERIALS PER
<br />REDBUILT SAFETY GUIDELINES. CONTACT REDBUILT FOR TRUSS INSPECTION PRIOR TO
<br />SHEATHING INSTALLATION.
<br />V 7. DIMENSIONS THIS SHEET ARE TO OUTSIDE FACE OF WOOD PARAPET STUD.
<br />8. ROOF TOP UNIT DIMENSIONS ARE TO INSIDE FACE OF CURB/INSIDE FACE OF WOOD
<br />III: PARAPET STUD. ALL ROOF TOP DIMENSIONS ARE APPROXIMATE. THE UNITS AND CURBS
<br />MUST BE LOCATED TO ALLOW PENETRATIONS TO AVIOD CONFLICTS WITH FRAMING
<br />W @� MEMBERS.
<br />m 9. FOR ADDITIONAL NAILING REQUIREMENTS SEE SCHEDULE ON S-001.
<br />10. ALL ANCHORS, CLIPS, STRAPS, ETC. WHICH ARE IN CONTACT WITH COPPER BASED
<br />a U) TREATED WOOD, SUCH AS ACQ, CBA OR SBX, AND ARE LESS THAN 3/8" THICK, SHALL BE
<br />H co SIMPSON ZMAX (G185), STAINLESS STEEL OR AN ENGINEERED APPROVED EQUAL.
<br />%N G 11. ALL FASTENERS WHICH ARE IN CONTACT WITH COPPER BASED TREATED WOOD, SUCH AS
<br />V ACQ, CBA OR SBX, AND ARE LESS THAN 3/8" DIAMETER, SHALL BE G185 (A HEAVY COATED
<br />GALVANIZED) STAINLESS OR AN ENGINEERED APPROVED EQUAL.
<br />12. SIMPSON CONNECTORS APPLIED TO STEEL COLUMNS SHALL BE SHOP WELDED.
<br />13. ALL WELDS SHALL BE SHOP WELDS WHERE POSSIBLE. FIELD WELDS ARE SUBJECT TO
<br />SPECIAL INSPECTIONS.
<br />14. SEE S-001 FOR COMPONENTS AND CLADDING WIND LOADS FOR ROOF DESIGN.
<br />15. AT ALL ROOF DUCTWORK PENETRATIONS, PROVIDE OPENING 4" LARGER THAN DUCT
<br />MINIMUM ROOF DECK OPENING AROUND DUCT DROPS TO ACCOMMODATE INSULATION.
<br />16. TRUSS MANUFACTURER TO PROVIDE ADD'L METAL CROSS BRACING TO BOTTOM OF LVL
<br />(EACH SIDE) AT EACH LOCATION OF 2X4 FLAT BOTTOM CHORD NAILING.
<br />F 17. FILL GAP BETWEEN TWO COLUMNS W/ SOLID BLOCKING TOENAILED TOGETHER FOR FULL
<br />HEIGHT OF WALL.
<br />3FRAMING NOTES
<br />N.T.S.
<br />2x6 BLOCKING
<br />TYP
<br />IQ,
<br />v
<br />M
<br />(3) 2x10
<br />:AM = 9' - 8")
<br />Z-SIMPSON
<br />HUCQ610-SDS & C3
<br />L50 T&B EA S-4C
<br />END TYP
<br />(3) 2x10
<br />=AM = 9' - 8")
<br />46'-8 3/4"
<br />F
<br />C4
<br />S-40
<br />V-8 1 /4"
<br />4'-0" MIN
<br />ROOF END ZONE
<br />MAINTAIN 24" O.C.
<br />M TRUSS SPACING
<br />i
<br />15'-3"
<br />+(2
<br />77
<br />T/JOIST
<br />1 -4 1 -4
<br />2 -1 3/4
<br />2 -6 _ 2 -0 1 -8
<br />W
<br />W
<br />cn cmn
<br />C5
<br />t14•
<br />S-40
<br />2x8 BLOCKING IN LINE
<br />m "
<br />W
<br />W/LEDGER - SPAN
<br />X tl'
<br />Z N �;
<br />BETWEEN 2x8 LADDER
<br />_ W., W C;, Q
<br />FRAMING @ 4'-0" O.C.
<br />_O a vm
<br />_
<br />.
<br />fn. ' � m
<br />a
<br />10'-0„
<br />_
<br />WIDTH OF ROOF SHEATHING TO BE
<br />N-
<br />ATTACHED TO FRAMING w/ 10d
<br />;
<br />NAILS 4" O.C. @ BOUNDARY, 6" O.C.
<br />'SIMPSON
<br />A4
<br />@ SUPPORTED EDGES, AND 10d @
<br />• . - -
<br />�HUCQ610- -
<br />12" O.C. FIELD NAILING - DIAPHRAGM
<br />SDS & L50
<br />IS BLOCKED (SEE HATCHED AREA)
<br />T&B EA
<br />END TYP ;
<br />EXTEND
<br />LEDGER 10'-0"
<br />PAST GRID 4
<br />1
<br />�4.
<br />N
<br />S-,
<br />CIE -
<br />15'-8 1 /2"
<br />4
<br />CS14 COILED STRAP x T-0" LONG W/ (13)
<br />T/JOIST
<br />10D NAILS EA. END ON FLAT 4x BLKG -
<br />LAP V-6" i N WALL LEDGER I
<br />4x6 FLAT BLKG BETWEEN TRUSSES AND
<br />BELOW STRAP w/ (2) SIMPSON A34 EA.
<br />A4
<br />END - A GN WITH EDGER
<br />S-403
<br />t 34'-7 1 /8"
<br />C4
<br />0 M
<br />5'-0" • x u
<br />- - -
<br />Q
<br />ch
<br />SIMPSON.
<br />m
<br />HUCQ610-SDS &',
<br />L50 T&B EA = "
<br />END TYP - -
<br />A4
<br />-. . - •
<br />- S-403 �
<br />(3) 2x10
<br />(B/BEAM = 9' - ")
<br />G
<br />T/JOIST
<br />V
<br />(3) 2x10
<br />(B/BEAM = 9'- 8")
<br />C4 Cl
<br />SIMPSON S-40 S-403 C3 4'-0" MIN
<br />HUCQ610-SDS & S-403 ROOF END ZONE
<br />L50 T&B EA
<br />END TYP SIMPSON HUCQ610- MAINTAIN 24" O.C.
<br />EXTEND POST TO SDS & L50 T&B EA MAX TRUSS SPACING
<br />T/PARAPET - SEE E2/S-404 END TYP 5'-0"
<br />ROOF DESIGN CRITERIA
<br />DEAD LOADS:
<br />LIVE LOADS: = 20 PSF
<br />ROOFING
<br />= 5.0 PSF
<br />PLYWOOD
<br />= 2.0 PSF
<br />WIND LOADS: = SEE
<br />TRUSSES
<br />= 3.0 PSF
<br />S-001 COMPONENTS AND
<br />CEILING
<br />= 2.0 PSF
<br />CLADDING DIAGRAM
<br />INSULATION
<br />= 1.0 PSF
<br />EQUIPMENT LOAD
<br />MISC.
<br />= 1.0 PSF
<br />NOT INCLUDED
<br />SPRINKLERS
<br />= 3.0 PSF
<br />ADD 150# PER HANGER
<br />DEAD LOAD
<br />= 17.0 PSF
<br />LOCATION OF HUNG
<br />KITCHEN SHELVING.
<br />*ADD 6 PSF DL
<br />AT DINING ROOM FOR SUSPENDED SOFFIT.
<br />SEE ARCH DRAWINGS FOR SOFFIT LOCATION
<br />A ROOF DESIGN CRITERIA
<br />`"F N.T.S.
<br />L9
<br />F
<br />E
<br />Dfa
<br />Chick-fil-A
<br />5200 Buffington Road
<br />Atlanta, Georgia
<br />30349-2998
<br />Willett
<br />f
<br />;fie a ring
<br />m n
<br />Consulting Structural Engineers
<br />3528 Habersham @ Northlake
<br />Tucker, Georgia 30084
<br />(770)270-9484
<br />This item has been electry John M. lly
<br />W
<br />signed and sealed by John M. t�llett,
<br />P.E. on 11/25/2020 using a digital
<br />Digitally signed
<br />signature-tic
<br />M
<br />by John M
<br />G
<br />No.34 ��
<br />Willett
<br />SWE of -
<br />�4OR\Op
<br />�''�"''<,,,,,►;,,,
<br />Date:
<br />.�
<br />2020.11.25
<br />Printed copies of this document are
<br />nd
<br />not �turemudered stbevned ei sealed y
<br />the signature must be verified on any
<br />18:47:23-05'00'
<br />electronic copies.
<br />C Tom
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<br />a LU Wa B V N aN
<br />FSR#04040
<br />BUILDING TYPE / SIZE: P13 LC LRG
<br />RELEASE: v2.19.08
<br />REVISION SCHEDULE
<br />NO. DATE DESCRIPTION
<br />1 11/25/2020 For Bid
<br />CONSULTANT PROJECT # 220207
<br />A
<br />PRINTED FOR PERMIT
<br />DATE 07/29/2020
<br />DRAWN BY KN/LLM
<br />Information contained on this drawing and in all digital files
<br />produced for above named project may not be reproduced in
<br />any manner without express written or verbal consent from
<br />authorized project representatives.
<br />UJ
<br />SHEET
<br />ROOF FRAMING PLAN
<br />SHEET NUMBER
<br />S=231
<br />4
<br />3
<br />2
<br />1
<br />
|