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. �.L-.=:♦ -a �. ill ail IS u:. i'. .. c_ <br />.a.... �JL�i1�t�t ,. .... ,.� _ . .1�1 ..1 <br />1 i_1,���_. ,ii;a.Wa.W L.Yl1 <br />.�� :. I I. it a. L.. ..� .J <br />Y.: L€�iN-li,i,iuia�■iwj --D Lit�r u.v rf��11i1. <br />E <br />A <br />C <br />I� <br />10 <br />I. <br />B <br />:I <br />1 <br />L?.. <br />LU <br />N <br />i <br />C) <br />'t <br />— <br />0 <br />3 <br />U) <br />LL i <br />tf) <br />a <br />i <br />A <br />z <br />i_ <br />C:) <br />� <br />77 <br />LO <br />LL <br />2x6 STUD @ EA STUD <br />(ALIGN w/ PARAPET a <br />STUDS) <br />SEE PLAN <br />T/PARAPET ° a <br />00 <br />1/2" PLYWOOD <br />SHEATHING <br />ARCH VENEER <br />2x6 BLOCKING TOENAIL <br />TO STUDS <br />SEE PLAN <br />B/DECK <br />PERIMETER/EDGE <br />NAILING @ 6" O.C. <br />EXCEPT PER SHEAR <br />SIMPSON CMST14 COILED - <br />STRAP. GRID LINE E ONLY @ <br />ELEVATION OF WINDOW <br />HEADER & SILL PLACE FULL <br />LENGTH BETWEEN SHEAR <br />WALL HOLD DOWN POSTS <br />BOTH ABOVE AND BELOW <br />WINDOW <br />SEE PLAN <br />B/LINTEL <br />CANOPY & <br />CONNECTION TO <br />STRUCTURE BY <br />MFG (SEE ARCH) <br />(4) SDWS2230ODB <br />SCREWS @ EA. <br />PARAPET STUD <br />2x6 BLOCKING <br />BETWEEN STUDS <br />WOOD STUD - SEE PLAN <br />FOR SIZE & SPACING <br />DIAPHRAGM BOUNDARY <br />NAILING PER PLAN <br />r SIMPSON MTS12 @ <br />EA 2x BLOCKING <br />-2x4 ROOF <br />BLOCKING - ALIGN w/ <br />EA STUD - TOENAIL <br />TO LEDGER & TRUSS <br />w/ (2) 10D NAILS EA <br />1 <br />L 2X8 CONT w/ (2) SIMPSON SDWS2240ODB <br />SCREWS TO EACH WALL STUD AND <br />SI N S 240 CR 5" O.C. <br />2X KING OOF A <br />1 <br />' PLW1 D SHE INGAILING <br />PER SHEAR WALL SCHEDULE <br />A35 @ EA. STUD <br />(2) 10d NAILS @ 12" O.C. <br />HEADER (SEE PLAN) <br />WINDOW (SEE ARCH) <br />C NON -BEARING WALL @ HIGH PARAPET <br />43/4" = 1'-01. <br />2x6 STUD @ EA STUD <br />(ALIGN w/ PARAPET a <br />STUDS) (4) SDWS2230ODB <br />SEE PLAN SCREWS @ EA. <br />T/PARAPET ° PARAPET STUD <br />1'-0" ° ° 2x6 BLOCKING <br />BETWEEN STUDS <br />1/2" WOOD STUD - SEE PLAN <br />PLYWOOD FOR SIZE & SPACING <br />SHEATHING <br />ARCH VENEER � <br />2x6 BLOCKING TOENAIL <br />TO STUDS <br />SEE PLAN <br />B/DECK <br />DIAPHRAGM BOUNDARY <br />NAILING PER PLAN <br />SIMPSON MTS12 @ <br />EA 2x BLOCKING <br />­ <br />PERIMETER/EDGE <br />NAILING @ 6" O.C. <br />EXCEPT PER SHEAR <br />2x4 ROOF <br />WALL SCHEDULE @ <br />BLOCKING -ALIGN w/ <br />SHEAR WALLS <br />EA STUD - TOENAIL <br />3x BLOCKING <br />TO LEDGER & TRUSS <br />-TO BE CENTERED AT <br />w/ (2) 10D NAILS EA <br />BOTTOM EDGE OF 2x <br />WALL LEDGER <br />1 <br />TOENAIL FROM <br />2X8 CONT w/ (2) SIMPSON SDWS2240ODB <br />BUILDING INTERIOR <br />SCREWS TO EACH WALL STUD AND <br />PER SHEAR WALL <br />SIMPSON SDWS2240ODB SCREWS @ 5" O.C. <br />SCHEDULE <br />TO 2X BLOCKING @ ROOF ELEVATION & 3X <br />BLOCKING CENTERED ON BOTTOM EDGE <br />OF LEDGER <br />SIMPSON CMST14 COILED <br />STRAP. GRID LINE E ONLY @ <br />ELEVATION OF WINDOW <br />1/2" PLYWOOD SHEATHING W/ NAILING <br />HEADER & SILL PLACE FULL <br />PER SHEAR WALL SCHEDULE <br />LENGTH BETWEEN SHEAR <br />SEE C2/S-302 FOR ADDITIONAL DETAILS <br />WALL HOLD DOWN POSTS <br />@ DOUBLE SIDED SHEAR WALL <br />BOTH ABOVE AND BELOW <br />WINDOW <br />ANON-BEARING43/4" <br />WALL @ HIGH PARAPET <br />= 1'-0" <br />4 <br />2x6 STUD OUTRIGGER @ EA STUD <br />(ALIGN w/ PARAPET STUDS) <br />dh <br />SEE PLAN <br />T/PARAPET ° a <br />1'-6 <br />1/2" PLYWOOD SHEATHING <br />A34 EA END TOP OR BOT_ <br />4x6 CONT BLOCKING @ 4'-0" O.C. <br />VERT. W/ SDWS 22900 @ 24: O.C. <br />ARCH VENEER —� <br />SEE PLAN <br />T/TRUSS <br />(4) SDWS2230ODB <br />SCREWS @ EA. <br />PARAPET STUD <br />2x6 BLOCKING <br />BETWEEN STUDS <br />2x6 BLOCKING BETWEEN <br />STUDS @ EACH WALL WYTHE <br />WOOD STUD - MATCH INTERIOR <br />STUD SIZE & SPACING - EXTEND <br />TO BOTTOM OF OUTRIGGER <br />WOOD STUD - SEE PLAN FOR <br />SIZE & SPACING EXTEND <br />STUD TO TOP OF OUTRIGGER <br />4x4 CONT BLOCKING @ <br />4'-0" O.C. VERT. <br />C1 <br />A3 <br />CANOPY & <br />CONNECTION TO <br />STRUCTURE BY <br />MFG (SEE ARCH) A35 @ EA. STUD <br />(2) 10d NAILS @ 12" O.C. <br />SEE PLAN <br />iL <br />B/HEADER <br />HEADER (SEE PLAN) <br />WINDOW (SEE ARCH) <br />BEARING DOUBLE WALL @ HIGH PARAPET W/ WINDOW <br />C3& CANOPY <br />3/4" = 1'-0" <br />SEE PLAN <br />T/PARAPET <br />PLYWOOD <br />SHEATHING <br />ARCH VENEER <br />SEE PLAN <br />B/DECK <br />PERIMETER/EDGE NAILING <br />@ 6" O.C. EXCEPT PER <br />SHEAR WALL SCHEDULE <br />@ SHEAR WALLS <br />2x6 BLOCKING TOENAIL — <br />TO STUDS <br />SIMPSON CMST14 COILED - <br />STRAP. GRID LINE F ONLY @ <br />ELEVATION OF WINDOW <br />HEADER & SILL PLACE FULL <br />LENGTH BETWEEN SHEAR <br />WALL HOLD DOWN POSTS <br />BOTH ABOVE AND BELOW <br />WINDOW <br />CANOPY & <br />CONNECTION TO <br />STRUCTURE BY <br />MFG (SEE ARCH) <br />,t SEE PLAN <br />B/LINTEL <br />DOUBLE TOP PLATE <br />WOOD STUD - SEE PLAN <br />FOR SIZE & SPACING <br />DIAPHRAGM BOUNDARY <br />NAILING PER PLAN <br />SIMPSON MTS12 @ <br />EA 2x BLOCKING <br />2x4 ROOF <br />BLOCKING -ALIGN w/ <br />EA STUD - TOENAIL <br />TO LEDGER & <br />TRUSS w (2) 1OD <br />NAIL ND <br />1 <br />- 2x8 CONT w/ (2) SIMPSON <br />SDWS2240ODB SCREWS TO EA <br />WALL STUD & SIMPSON <br />SDWS2240ODB SCREWS @ 6" O.C. <br />TO BLOCKING <br />- 1/2" PLYWOOD SHEATHING W/ NAILING <br />PER SHEAR WALL SCHEDULE <br />SEE C2/S-302 FOR ADDITIONAL DETAILS <br />@ DOUBLE SIDED SHEAR WALL <br />- A35 @ EA. STUD <br />- (2) 10d NAILS @ 12" O.C. <br />- HEADER (SEE PLAN) <br />WINDOW (SEE ARCH) <br />NON -BEARING WALL @ LOW PARAPET @ OPENING & <br />A33/4" <br />CANOPY <br />= 1'-0" <br />2x6 STUD @ EA STL" <br />(ALIGN w/ PARAPET <br />STUDS) <br />SEE PLAN <br />T/PARAPET <br />1/2" PLYWOOD SHEAT <br />ARCH VENEER <br />SEE PLAN <br />T/TRUSS <br />C2 BEARING WALL @ HIGH PARAPET <br />3/4" = 1'-0" <br />2x6 STUD @ EA STUD <br />(ALIGN w/ PARAPET <br />STUDS) <br />SEE PLAN _ <br />T/PARAPET <br />1/2" PLYWOOD SHEATHING <br />ARCH VENEER <br />SEE PLAN <br />T/TRUSS <br />PERIMETER/EDGE <br />ATTACHMENT @ 6" O.C. <br />EXCEPT PER SHEAR WALL <br />SCHEDULE @ SHEAR WALLS <br />600T150-54 <br />SEE PLAN <br />B/HEADER <br />2x6 STUD OUTRIGGER @ EA STUD <br />(ALIGN w/ PARAPET STUDS) a- <br />SEE PLAN <br />T/PARAPET ° ° <br />1 t��� <br />1/2" PLYWOOD SHEATHING <br />A34 EA END TOP OR BOTH <br />4x6 CONT BLOCKING @ 4'-0" O.C. <br />VERT. W/ SDWS 22900 @ 24: O.C. <br />ARCH VENEER - <br />SEE PLAN <br />T/TRUSS <br />(4) SDWS2230ODB <br />SCREWS @ EA. <br />PARAPET STUD <br />2x6 BLOCKING <br />BETWEEN STUDS <br />2x6 BLOCKING BETWEEN <br />STUDS @ EACH WALL WYTHE <br />WOOD STUD - MATCH INTERIOR <br />STUD SIZE & SPACING - EXTEND <br />TO BOTTOM OF OUTRIGGER <br />WOOD STUD - SEE PLAN FOR <br />SIZE & SPACING EXTEND <br />STUD TO TOP OF OUTRIGGER <br />4x4 CONT BLOCKING @ <br />4'-0" O.C. VERT. <br />A3 <br />SEE PLAN <br />B/HEADER <br />C 1 BEARING DOUBLE WALL @ HIGH PARAPET <br />3/411 — 1'-0" <br />E o00� <br />o IM <br />C)OO O CD <br />Chick-fil-A <br />5200 Buffington Road <br />Atlanta, Georgia <br />30349-2998 <br />s <br />tiering <br />any <br />Consulting Structural Engineers <br />3528 Habomham @ Northlake <br />Tucker, Georgia 30084 <br />(770)270-9484 <br />D <br />This item has been electronically <br />signed and sealed John M. t Nett. <br />P.E. on 1112512020 using a digital <br />Digitally signed <br />signature``` 1,011I <br />by John M <br />No. * <br />Willett <br />* <br />�SWE OF - <br />`oR�o� <br />Date: <br />2020.11.25 <br />Printed copies of this document are <br />"e signature u`°`� and sealed and <br />the signature must be verified on any <br />18 :48 :39-05'00' <br />electronic copies. <br />C r <br />0 <br />M <br />2x6 STUD @ EA STUD <br />(ALIGN w/ PARAPET a <br />STUDS) (4) SDWS2230ODB , <br />SEE PLAN SCREWS @ EA. co <br />(4) SDWS2230ODB PARAPET STUD Cn <br />SCREWS @ EA. T/PARAPET <br />PARAPET STUD r <br />° ° 2x6 BLOCKING <br />1'-0" 2x6 BLOCKING BETWEEN STUDS Um co0 M <br />� M <br />BETWEEN STUDS WOOD STUD - SEE PLAN J <br />600T125-54 CONT RUNNER FOR SIZE &SPACING ' � O J <br />ATTACHED TO DOUBLE TOP U. <br />PLATE w/ # 8 SCREWS @ 12" <br />O.C. STAGGERED 3C Q <br />METAL STUD - SEE PLAN Z J <br />FOR SIZE & SPACING O J <br />UJ 0. <br />1/2" PLYWOOD SHEATHING ui <br />DIAPHRAGM BOUNDARY D1 W <br />NAILING PER PLAN S-401 A2 B N N <br />�t <br />SIMPSON MTS12 @ 5/8 PLYWOOD S-401 <br />4 <br />EA 2x BLOCKING ARCH VENEER — <br />SEE PLAN <br />T/TRUSS ' <br />FSR#04040 <br />2x4 ROOF � � <br />BLOCKING -ALIGN w/ <br />BUILDING TYPE / SIZE: P13 LC ALL <br />EA STUD - TOENAIL _ RELEASE: v2.19.08 <br />TO LEDGER & TRUSS <br />W/ (2) 10D NAILS EA REVISION SCHEDULE <br />1 NO. DATE DESCRIPTION <br />1 11/25/2020 For Bid <br />2x8 CONT w/ (1) SIMPSON TB1460S @ 5" O.C. WOOD TRUSS (SEE PLAN) <br />60OT125-54 CONT <br />RUNNER <br />MTL STUD HEADER - (2) 60OS300-68 <br />UNPUNCHED STUDS (BOXED) w/ A35 @ EACH STUD <br />600T150-54 TRACKS T&B - (2) #10 <br />SCREWS @ 12" O.C. @ HEADER <br />WEBS. SEE Al/S-302 FOR <br />ATTACHMENT TO JAMB DETAILS <br />dh <br />SEE PLAN <br />B/HEADER <br />WINDOW (SEE ARCH) <br />NON -BEARING METAL STUD DRIVE-THRU WALL @ <br />A r)WINDOW <br />%1L 3/4" = 1'-0" <br />(2) 10d NAILS @ 12" O.C. <br />HEADER (SEE PLAN) <br />WINDOW (SEE ARCH) <br />Al BEARING DRIVE-THRU WALL @ WINDOW <br />3/4" = 1'-01, <br />1 <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 />LIU <br />SHEET <br />FRAMING DETAILS <br />al. <br />SHEET NUMBER <br />S=403 <br />3 <br />2 <br />