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h1 <br />3 <br />1 <br />0 <br />C <br />0 <br />0. <br />B <br />I <br />i <br />>- <br />C. <br />UJ <br />IJ <br />l <br />c� <br />Cl) <br />U_ <br />1 <br />>1 <br />LU <br />I <br />A <br />z <br />NI <br />0 <br />@MX'n <br />CV <br />C'� <br />3x STUD (OR DBL STD) @ <br />CENTERLINE OF LEDGER SPLICE <br />2x OR MTL STUD <br />WALL FRAMING <br />2x LEDGER <br />SIMPSON <br />'MST160' <br />CENTERED @ <br />SPLICE 10d NAILS @ J REQ'D PER S-231 <br />INTERMEDIAT <br />E FRAMING @ ROOF JOISTS <br />12" O.C. <br />D4 SPLICE DETAIL D3 ROOF DIAPHRAGM NAILING <br />3/4" = 1'-0" 3/4" = 1'-0" <br />ROOF <br />SHEATHING <br />NOTCHES NOT <br />PERMITTED BELOW 45° <br />LINE 7 D/4 OR <br />Z MIN. 3" MAX. <br />D/3 <br />cfl /1-0 <br />p MAX o <br />z <br />4�D/6 OR M I I JOISTLJ = <br />1 1/2" MAX. 04 I I ` HOLE <br />STRAP AT PIPE I I <br />PENETRATION <br />M <br />z 1 1/4" D (MIN) <br />1/3 OF CLEAR SPAN MIN. TYP. HOLE <br />MIN <br />SPACING <br />W/6 STUD = HOLE <br />MAX. <br />IF NOTES: <br />W <br />1. NO HOLES OR NOTCHING IN JOISTS WITH D = 4" OR LESS <br />2. WALL NOTCHES ARE ONLY PERMITTED ON INTERIOR NOW BEARING WALLS <br />3. NOTCHES ARE NOT ALLOWED IN MIDDLE THIRD OF BEAM SPAN <br />f-% A SAWN LUMBER PERMISSABLE HOLE GUIDELINE <br />DIAPHRAGM <br />BOUNDARY <br />NAILING TO B <br />CONT. STR <br />FROM FAC <br />WALL LED( <br />SEE PLAN i <br />LAP DISTAI <br />PROVIDE <br />(13)10d NAI <br />EA END OF <br />BLKG <br />B33/A=STRAPPING DETAIL <br />V-0" <br />CLIPS EA. END <br />= BLK. TYP. <br />)OF TRUSS/ <br />IIST PER PLAN <br />FO BE SUCH <br />THAT STRAP MAY RUN CONTINUOUS <br />UNDER TRUSS TOP CHORD <br />BLOCKING WHERE <br />REQ'D PER S-231 <br />10d NAILS @ ROOF JOISTS <br />BOUNDARY AND <br />SUPPORT EDGES <br />PER 1/S-231 ISOMETRIC Q BLOCKING <br />PLYWOOD <br />SPACER CLIPS LVL SUPPORT BEAM <br />REQ'D TYP , <br />ROOF SHEATHING <br />. n <br />MAX 0 = <br />'D'- HOLE DIA <br />C1 <br />w <br />PLAN OF PLATE <br />WHERE 'D' EXCEEDS 'W /4: CS14 x 32" W/ 10d E.S. <br />CENTER ON HOLE; HOLE MUST BE PLACED SO THAT <br />WALL TOP PLATE ENTIRE STRAP LENGTH IS LOCATED ON ONE <br />CONTINUOUS TOP PLATE PIECE <br />I I <br />NOTES: <br />1. THIS DETAIL APPLIES UNLESS SPECIFICALLY NOTED OTHERWISE <br />2. DETAIL SIM. AT SOLE & SILL PLATE PENETRATIONS <br />3. PLATE HOLE SHALL NOT INTERFERE WITH COLLECTOR STRAPS SHOWN ON PLAN <br />4. SPRAY -APPLY PRESERVATIVE TREATMENT TO ANY CUTS, HOLES AND NOTCHES IN <br />TREATED SILLS <br />C3 PLATES & SILLS PERMISSABLE HOLE GUIDELINES <br />1" = 1'-0" <br />NOTE: <br />FOR TYP. METAL STUD BRIDGING <br />SEE DETAILS THIS SHEET <br />SINGLE or <br />DBL. <br />JAMB STUD <br />(2) #10 S.M.S. @ EACH <br />CRIPPLE STUD TYP. <br />CONT. SILL TRACK, —� <br />COPE AS REQ'D. w/ <br />(3) #10 S.M.S. EA. SIDE <br />TO JAMB STUD TYP. 1 <br />ELEVATION B-B <br />CONT. TOP <br />TRACKS <br />1 1 /4" <br />MIN. TYP. <br />ELEVATION A -A <br />DURABLE <br />ALL WOOD IN <br />CONTACT W/ <br />CONCRETE SHALL BE <br />PRESSURE TREATED <br />OR NATURALLY <br />PLYWOOD <br />FACE OF STUD <br />2X6 BLOCKING — <br />PERIMETER/EDGE - <br />NAILING PER SHEAR <br />WALL SCHEDULE <br />.� SEE PLAN <br />B/DECK <br />NAILING PER PLAN <br />�— 2X8 CONT w/ (2) SIMPSON SDWS2240ODB <br />SCREWS TO EACH WALL STUD AND <br />3x BLOCKING <br />SIMPSON SDWS2240ODB SCREWS @ 5" O.C. <br />-TO BE CENTERED AT <br />TO 2X BLOCKING @ ROOF ELEVATION & 3X <br />BOTTOM EDGE OF 2x <br />BLOCKING CENTERED ON BOTTOM EDGE <br />WALL LEDGER <br />OF LEDGER <br />TOENAIL FROM BUILDING <br />INTERIOR PER SHEAR WALL <br />1/2" PLYWOOD SHEATHING W/ <br />SCHEDULE <br />NAILING PER SHEAR WALL <br />X <br />SCHEDULE <br />1/2" PLYWOOD SHEATHING <br />W/ NAILING PER SHEAR <br />WALL SCHEDULE <br />C2 DOUBLE SIDED SHEAR WALL DETAIL <br />3/4" = 1'-0" <br />WINDOW OPENING LESS THAN <br />48", DOOR OPENING SIM. @ INT. <br />NONBEARING WALLS, A SIGLE <br />JAMB STUD SHALL BE PERMITTED <br />I <br />METAL STUDS <br />PER PLAN & <br />ARCH'L. <br />HOLDOWN PER PLAN <br />WHERE OCCURS <br />12" LONG STUD SECTION <br />W/ (3) #10 S.M.S. EA. SIDE SILL <br />OF SPLICE, EA. SIDE (12 <br />TOTAL) <br />4 1/2" MIN., 9 <br />PLATE EN <br />p METAL STUD WALL ELEVATION DETAILS <br />UG <br />NOTE: <br />BRIDGING SHALL OCCUR @ 48"oc MAX. <br />VERTICAL SPACING. SPLICE BRIDGING <br />W/ 20" MIN. LAP TYP. <br />WALL COVERING METAL STUDS <br />SEE ARCH'L. PER PLAN & <br />ARCH'L. <br />TYP. <br />SPLICE@ A -A <br />U.N.O. <br />n TYP FRAMING ELEVATION <br />LJ 1 3/8,, _ 1 _o,, -- --- <br />MTL STUD (SEE PLAN) <br />(2) #10 SCREWS @ 24" O.C. <br />VERT SPACING ALONG HEIGHT <br />OF HOLD DOWN <br />BACK-TO-BACK METAL STUD HOLD DOWN <br />MTL STUD (SEE PLAN) <br />350T125-54 w/ (2) #10 <br />SCREWS TO EA COLUMN <br />STUD @ 8" O.C. <br />BOXED METAL STUDS <br />.� METAL STUD BOX <br />1 1/2" = 1'-0" <br />LSTA12 @T/COLUMN TO <br />2x4 BLOCKING <br />PROVIDE 2x6 BLOCKING <br />BELOW ROOF DECK (TYP) <br />SEE PLAN <br />HEADER PER PLAN & B/DECK <br />ARCH'L. <br />CONT. TOP TRACK <br />L <br />II <br />7 <br />11 <br />B-B <br />TYP. <br />U.N.O. <br />PLATE SPLICE 4 <br />" MAX. TYP. FROM SII <br />D @ INT. NON BEARIN <br />I <br />Id i I i II II�� <br />Li T L PLMG. OR ELEC. PENETRATION <br />4 1/2" MIN., 12" MAX. TYP. <br />INT. NONBEARING WALLS <br />WALLS PROVIDE (3) P.D.F. <br />N 'SUBH3.25' (MAX.) <br />%1%aI.I.L_:CTOR <br />BRIDGING OPTION #1 <br />n e) METAL STUD BRIDGING DETAILS <br />1'-0" <br />3 <br />rl<vvlut ls) r.u.r. <br />NOTE: <br />BLKG. & STRAP SHALL OCCUR @ 48"oc <br />MAX. VERTICAL SPACING. FULL HT. <br />COVERING ON BOTH SIDES OF WALL MAY <br />BE USED IN LIEU OF BLKG. & STRAP <br />(BRIDGING) <br />WALL COVERING <br />SEE ARCH'L. <br />METAL STUDS <br />PER PLAN & <br />ARCH'L. <br />43mi1. TRACK BLK. <br />@ EA. STRAP SPLICE w/ <br />(21 *10 S.M.S. EA, STUD <br />SPLICE STRAP ONLY @ C.L. OF <br />BLK. <br />43mi1. x 2" STRAP (OR SIMPSON 'CS18') CONT. FULL <br />LENGTH OF WALL w/ (4) #10 S.M.S. TO EA. BLK. & <br />#10 S.M.S. TO EA. STUD <br />BRIDGING OPTION #2 <br />HDR CONN. <br />TYP. <br />@ WOOD POST: <br />END NAIL W/ (2) 16d NAILS <br />TO (1) 2x BLOCKING <br />WINDOW OPENING, <br />GREATER THAN 48" <br />CONT. SILL TRACK TYP. <br />WOOD POST - <br />EXTEND TO UNDERSIDE <br />OF (1) 2X6 BLOCKING <br />DBL. JAMB STUDS @ OPENINGS <br />U.N.O.PER PLAN <br />PROVIDE METAL STUD EACH <br />END OF SILL TRACK TYP. <br />END OF WALL W.O. <br />CONT. BOTTOM TRACK <br />B 1 <br />COLUMN TO DECK SECTION <br />PER PLAN & ARCH'L. <br />3/4" <br />FOR ANCHOR BOLTS @ <br />EXT. WALLS; PROVIDE <br />P.D.F. @ 24"O.C. @ INT. <br />NONBEARING <br />WALLS <br />SIMPSON SSC4.25 <br />TOP w/ (5)#10 SCREWS <br />TO HEADER & (4)#10 <br />SCREWS TO JAMB <br />DIETRICH H546 UNIVERSAL <br />HEADER HANGER EACH FACE OF <br />HEADER w/ (12)#10-16 SCREWS <br />TO HEADER & (8)#10-16 SCREWS <br />TO JAMB <br />(2) 8d NAILS @ 4" O.C. <br />FROM DECK TO <br />LEDGER & 2x6 - (1) <br />NAIL EA. <br />2x6 x 0'-10" w/ <br />(3) 16d NAILS <br />TO LEDGER <br />2x4 ROOF <br />BLOCKING - TOENAIL <br />TO LEDGER & TRUSS <br />w/ (2) 10D NAILS EA <br />AlMETAL STUD WALL OPENING DETAILS <br />2x8 CONT w/ (2) SIMPSON <br />SDWS2240ODB SCREWS TO <br />EA 2x & 4x STUD <br />+ <br />BACK TO BACK JAMB STUDS <br />-SEE PLAN <br />WHERE BOXED JAMB USED, <br />COVER TRACK NOT REQUIRED <br />COVER TRACK PER JAMB <br />DETAIL <br />-EXTEND V-0" ABOVE HEADER <br />CRIPPLE STUDS <br />-MATCH TYP. WALL <br />SIZE & SPACING <br />CRIPPLE STUD TRACK <br />600T125-54 W/ (2) #12-24 <br />TEK SCREWS @ 16" O.C. <br />+ <br />�(2) PUNCHED STUDS <br />-SEE PLAN <br />600T125-54 W/ (2) #12-24 <br />TEK SCREWS @ 16" O.C. <br />E o00o <br />0 <br />0 <br />Chick-fil-A <br />5200 Buffington Road <br />Atlanta, Georgia <br />30349-2998 <br />ATIllett <br />• <br />tiering <br />upany <br />Consulting Structural Engineers <br />3528 Habersham @ Northlake <br />Tucker, Georgia 30084 <br />(770)270-9484 <br />This item has been electronically <br />signed and sealed by John Willett,M. <br />P.E. on t 1/25/2020 using a digitaligital <br />D i g ita I ly signed <br />signature. o,"' <br />ENs;, <br />by John M <br />G <br />'* No. *146 <br />Willett <br />*= <br />SUDS of - <br />-40R\�P <br />Date: <br />"le'M <br />2020.11.25 <br />Printed �s of this document are <br />n°`� signed and ' <br />the signature must be verified on any <br />18:48:20-05'00' <br />electronic copies. <br />C r <br />O <br />M <br />a � <br />co co <br />- TOM <br />In <br />I.I.. co Q M <br />M <br />1 J 0 U. <br />Z J <br />>M <br />Za Wa <br />B � UJ <br />a nWi <br />FSR#04040 <br />BUILDING TYPE / SIZE: P13 LC ALL <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 />W <br />SHEET <br />FOUNDATION DETAILS <br />0. <br />SHEET NUMBER <br />S=302 <br />4 <br />2 <br />1 <br />