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4 I 3 <br />2 <br />E <br />C <br />(2) 1/2" DIA x 4" SIMPSON FJA <br />EMBED EPDXY M <br />ANCHORS r> <br />STONE 5 1/2" 4:.VENEER <br />OP <br />SIMPSON LSTHD FACE OF STUD <br />@ STUD PACKS = EDGE OF SLAB <br />(OR SIMPSON FJA 1 ALTERNATE <br />AS ALTERNATE) <br />SEE PLAN <br />FINISH FLOOR <br />IIA SEE CIVIL : ' <br />FINISH GRADE ' <br />a -; <br />- <br />A. <br />Vie, ; =`' <br />- " - <br />SEE D1/S301 <br />` d: <br />' e" <br />(D2/S302 @ SIM) <br />FOR INFO NOT <br />` <br />al <br />SHOWN <br />'d <br />` <br />.�'a. <br />_ <br />4 d• 4•P <br />OPTIONAL 4" <br />°' :- =;,� �•' •` . `•� '�' <br />CONCRETE <br />-: - • ; - ae <br />MUD SLAB <br />—�� --'--J <br />2'-0" <br />2'-6" @ SIM <br />C4 SECTION <br />aSTUD PACKS <br />3/4" = 1'-01, <br />'""" ""' BLOCKING REQ'D @ <br />EDGE NAILING ALL SHEATHING <br />JOINTS AND AT 4'-0" <br />l O.C. MAX VERTICAL <br />J <br />SPACING- SEE <br />_J <br />FRAMING SCHEDULE <br />;_ MIN. 8'-0" OR TO IL END OF SHEAR i1-1 �1 II 1 II <br />Ld WALL / I II �1 11Ij� I PLYWOOD SHEATHING, ONE OR <br />° ii �1 •1 I II '" I BOTH SIDES (SEE PLAN) <br />i I I• I I I "'I•I I I ILLI <br />�i I 1•I 1.1 �I 1 l <br />NAILS 112" o.c. <br />IIN FIELD "1 I <br />I I I' I 1 1.1 1 1• I I I I I I I I HOLDOWN <br />1:1 I I.I �1 11 I II I 1 ll <br />CL <br />I.1 I I: .I I I I 11 1 11 <br />I •I •1 I II I I I I LI <br />LL <br />I• 1 .I I I II I I <br />I <br />I•�� I' I •I �' I II I l� 1 1 <br />I I I• I I• �� II � 11 I II I Iry <br />I • I . I I CONNECT STUD TO SILL <br />' PLATE PER NAILING SCHED. <br />LIJ I I.I I - 1 I:I 1 11 1 1 <br />I I• I I' I I I ANCHORS -SEE <br />I I; I 1 1• I I• I D4/S302 <br />w A P.T. SILL PLATE w/ EDGE <br />I I I 11• I // NAILING (SEE PLAN) <br />.I <br />L II <br />� I 1 •1 i� WHERE R.O. OCCURS WITHIN <br />• SHEAR WALL, PROVIDE EDGE <br />P NAILING TO JAMBS AND CMSTC 16 <br />STRAP TO BLKG AT HDR & SILL <br />ELEVATIONS AS SHOWN. PROVIDE 14 POST w/ EDGE BOTH SIDES OF WALL AT DOUBLE- <br />) NAILING (SEE SIDED SHEAR WALLS. <br />PLAN <br />00 ATYP SHEARWALL <br />5 3/8" = 1'-0" <br />FREEZER PANEL & DBL. 2X <br />1 1/2" <br />O.F. FREEZER SLAB WALL- <br />(TYP.) <br />I THERMO-KOOL PERIMETER WALL - <br />CONSTRUCTION SEE ARCH. <br />(1) #4 CONT. I DBL. 2X10 PRESSURE TREATED <br />SLEEPER <br />COLD JOINT CONC. SLAB- REINF. W/ <br />6X6-W1.4XW1.4 WWF <br />I <br />CONC. SLAB ON GRADE- i t i INSULA N Y 0 R R 1 ) <br />SEE PLAN 2) LAYERS OF 10-MIL V POR BARRIER <br />(BY COOLER PROVIDER <br />•< a <br />Fo d <br />1�10 MIL VAPOR <br />BARRIER (TYP.) <br />(2) #4 CONT. <br />NOTE: <br />SEE FDN. PLAN FOR FREEZER SLAB <br />INSTALLATION INSTRUCTIONS. <br />D33/4" <br />TYP RECESSED FREEZER SLAB DETAIL <br />= 1'-0" <br />NOTES: <br />1. PRIOR TO CONSTRUCTING WALL, REVIEW LATEST <br />DIMENSIONED ARCHITECTURAL DRAWINGS AND NOTIFY <br />ENGINEER OF ANY LOCATIONS WHERE MINIMUM SHEAR <br />WALL LENGTHS WILL NOT BE MET. MINIMUM LENGTHS <br />BASED ON OUT TO OUT FACE OF TIEDOWN POSTS. <br />WHERE NO TIEDOWN OCCURS, DIMENSION BASED ON <br />EDGE OF ROUGH OPENING OR END OF WALL. <br />2. INDICATED SHEATHING, WALL FRAMING, AND NAILING IN <br />THIS SCHEDULE APPLY TO ALL STRUCTURAL WALLS AS <br />DESIGNATED. <br />3. NAILS AT ALL PANEL EDGES SHALL BE STAGGERED WITH <br />1/2" OFFSET BETWEEN ADJACENT FASTENERS IN A ROW. <br />4. 0148" 0 x 2-1/2" MIN LENGTH NAIL MAY BE USED IN LIEU OF <br />10d COMMON FOR ALL SHEATHING NAILING. NAILS MUST <br />BE DRIVEN FLUSH WITHOUT OVER -DRIVING THROUGH <br />SURFACE OF SHEATHING. <br />5. PROVIDE 1Od @ 12" O.C. FIELD NAILING AT WALL <br />SHEATHING, TYP. <br />6. SEE PLANS FOR SHEARWALL TIEDOWN SIZE AND <br />LOCATION. <br />7. PLACE SHEATHING ON SIDE OF WALL WHERE SYMBOL IS <br />SHOWN ON PLAN. <br />8. FOR TYPICAL WALL FRAMING, SEE SHEET S-401. <br />9. WHERE WALL HEIGHT DICTATES HORIZONTAL <br />SHEATHING JOINTS AT WALL, PROVIDE BLOCKING <br />10. SHEATHING THICKNESS IS NOMINAL, ACTUAL THICKNESS <br />EQUIVALENTS ARE: 1/2"= 15/32"; 5/8"= 19/32"; 3/4"=23/32". <br />11. WALL SCHEDULE IS BASED ON DOUG FIR -LARCH OR <br />SOUTHERN YELLOW PINE STUDS, SOLE PLATES AND <br />PRESSURE TREATED SILL PLATES. ANY ALTERNATE <br />SPECIES OR MATERIALS MUST BE APPROVED BY <br />ENGINEER. <br />12. ANCHOR BOLTS SHALL BE 5/8" 0 (MIN.) AT 2x SILL PLATES <br />& 7/8" 0 (MIN) AT 3x SILL PLATES. PROVIDE 1-1/2" MAX <br />DIAMETER OVERSIZED HOLE IN SILL TO RECEIVE EACH <br />ANCHOR U.O.N. <br />13. WALLS DESIGNATED ON THE PLANS FOR A SPECIFIC <br />NAILING PATTERN MAY BE NAILED AT A CLOSER SPACING <br />WITH DBL. 2x STUDS AT PLWD JOINTS AS NOTED. OTHER <br />COMPONENTS OF WALL ASSEMBLY DO NOT HAVE TO BE <br />INCREASED BEYOND THE REQUIREMENTS FOR THE <br />WALL DESIGNATED ON THE PLANS. <br />14. NO HOLES OR PENETRATIONS ARE PERMITTED IN ANY <br />SHEAR WALL SHEATHING. <br />15. NAILS INTO P.T. SILL PLATES AND OTHER P.T. LUMBER <br />MUST BE H.D.G. <br />16. MIN. (4) SILL ANCHOR BOLTS PER SHEAR WALL <br />17. PROVIDE FULL 4' X 8' SHEETS OF SHEATHING EXCEPT AT <br />BOUNDARIES AND CHANGES IN FRAMING <br />PANEL EDGE NAILING PER <br />SCHEDULE - 1/8" MIN/ 3/8" <br />MAX FROM PANEL EDGE <br />NAIL PATTERNS PER FACE OF STUD <br />TRU L S = EDGE OF SLAB <br />ONE VE EER METAL STUD - SEE PLAN <br />FOR SIZE & SPACING <br />(2) #10 SCREWS FROM <br />TRACK TO EA. STUD 600T125 54 / 2 HILT[ X U FASTENERS @ <br />- w ( ) <br />16" O.C. (1" FASTENER LENGTH) U.N.O. <br />ON SHEAR WALL SCHEDULE <br />(2) #4 CONT <br />SEE PLAN <br />z a <br />— <br />, _ <br />FINISH FLOOR <br />- W O <br />< <br />; <br />SEE CIVIL v <br />ovzQ <br />FINISH GRADE <br />Q <br />2 <br />O <br />-1 <br />1 <br />o <br />'z <br />U <br />#3 TIES @ z <br />00 <br />z <br />#3@36"O.C. <br />d, <br />36" O.C. <br />H <br />TYP <br />3 -0' <br />.'' <br />�. ' `' <br />PROVIDE (2) N <br />z <br />U <br />o <br />w <br />e <br />ADDITIONAL <br />SETS OF #5 AT <br />Q <br />a <br />Aa.:. <br />- • <br />INCREASED04 <br />- <br />•: _ <br />: ' <br />a <br />FTG DEPTHS <br />j ;d <br />` <br />• <br />(2) #5 CONT <br />, ;• ' ;' ;• <br />TOP & BOTTOM <br />•4" <br />OPTIONAL 4" <br />CONC MUD SLAB <br />NOTES: <br />2'4" <br />1. SEE A3/S-300 FOR SECTION <br />@ SHEAR WALL HOLDOWN <br />1 <br />ALL WOOD IN <br />CONTACT W/ <br />CONCRETE SHALL BE <br />PRESSURE TREATED <br />OR NATURALLY <br />DURABLE <br />NAIL PATTERNS PER STRUCTURAL NOTES � �F ACE OF STUD <br />EDGE OF SLAB <br />WOOD STUD- SEE PLAN <br />FOR SIZE AND SPACING <br />STONE VENEER 5/8" DIA ANCHOR BOLT x T-0" LONG. PROVIDE @ 4" <br />MIN AND 12" MAX FROM CORNERS & ENDS OF SILL <br />WOOD PLATE PLATES W/ (2) MIN PER SILL PIECE (OPTION' 5/8" <br />:J2 <br />DIA EPDXY ANCHOR BOLT EMBEDDED 7" MIN) @ <br />32" O.C. (U.N.O. ON SHEAR WALL SCHEDULE) <br />(2) #4 CONT <br />_ <br />F- <br />a917 <br />SEE PLAN <br />z <br />c*--•x <br />x FINISH FLOOR <br />SEE CIVIL o ) Z <br />�'• <br />. <br />_ <br />FINISH GRADE iv o 0 I <br />s, <br />, : <br />2 } <br />o <br />1 <br />Q <br />Q <br />9-" <br />#3 TIES @ z 0 <br />#3 @ 36" O.C. <br />_ <br />36" O.C. z <br />TYP <br />' <br />PROVIDE (2)CD �, w <br />co T-0" �' <br />; . d <_ " _ - <br />ADDITIONAL U <br />`a <br />SETS OF #5 AT o <br />INCREASED Q <br />• <br />•_ ab '!' •y <br />,, <br />FTG DEPTHS N <br />_ <br />°:.,. <br />• <br />(2) #5 CONT <br />i <br />TOP & BOTTOM <br />G' - <br />OPTIONAL 4" <br />CONCRETE <br />MUD SLAB <br />2'-0" <br />NOTES: <br />1. SEE A3/S-300 FOR SECTION <br />@ SHEAR WALL HOLDOWN <br />D23/411TYP SECTION @ EXT MTL STUD WALL D TYP SECTION @ EXT WOOD WALL <br />— 1'-01, 3/411 — 1'-011 <br />t 9" TO FACE <br />OFSTONE <br />STONE VENEER AIL <br />SEE D1/S301 FOR INFONOTSHOWN <br />COLUMN & BASE PLATE <br />BY CANOPY MFR. <br />% <br />WRAP COLUMN BELOW GRADE W/ <br />Q5111OLUMN <br /># BLDG. FELT & WATERPROOF <br />BASE PL. & ANCHOR <br />RODS W/ ASPHALTIC MASTIC I i <br />SEE PLAN <br />SEE CIVIL ' - FINISH FLOOR <br />FINISH GRADE <br />d •. z <br />b <br />�2 a <br />N . <br />9 W <br />,, 1 W <br />cn <br />'a 4 <br />• d' - e <br />! '4 <br />:4 <br />C <br />=`°,` a SEE FDN PLAN FOR <br />4 FOOTING SIZE AND REINF. <br />-�•' e <br />a . •'A = <' <br />.•' - 4. (2)#5 CONT. <br />a <br />a <br />' T&B TYP. <br />- d a '0 <br />e <br />EDGE OF FOOTING (BEYOND) <br />nr)TYP. EXTERIOR CANOPY COLUMN FOOTING <br />V G 3/4" = 1'-0" <br />SEE ARCH. FOR SLOPE <br />EXT SLAB BY CIVIL- METAL FRAME AND SCREEN <br />MATCH TOP OF SLAB (SEE ARCH) <br />ELEVATION @ FACE OF <br />SLAB TURNDOWN <br />SSE <br />ap <br />e. 9 <br />rr )(�X. <br />FACE FACE OF SLAB BEYOND <br />-A <br />4" <br />I <br />' ; ad- J 2 <br />SEE D1/S301 <br />b' <br />1 <br />(D2/S302 @ SIM) <br />e• <br />FOR INFO NOT <br />< " <br />SHOWN <br />a,d <br />- <br />OPTIONAL 4" <br />•-. <br />a• <br />CONCRETE <br />d <br />MUD SLAB <br />21 <br />(2) 2x6 NAILED <br />TOGETHER <br />PER A3/S-301 <br />SEE PLAN BMINDOW <br />FINISH FLOOR <br />SIMPSON A34 TOP & <br />SIMPSON CMST14 COILED BOTTOM @ WINDOW <br />STRAP. GRID LINES E & F ONLY JAMB <br />@ ELEVATION OF WINDOW <br />SILL: PLACE FULL LENGTH <br />BETWEEN SHEAR WALL HOLD ; ' DEPRESS SLAB AS <br />DOWN POSTS BOTH ABOVE 1 REQ'D <br />AND BELOW WINDOW. <br />SEE D1/S301 (D2/S302 @ SIM) <br />FOR INFO NOT SHOWN <br />CONC. SLAB <br />PER PLAN <br />NONBEARING METAL ST"^c <br />PER ARCH'L. & SCHED. <br />SHEET S-231 <br />2x NONBEARING STUDS <br />PER ARCH'L. & SCHED. <br />FOR TYP. WALL BRIDGII <br />SEE <br />SIMPSON 'PDPA-125' @ <br />TRACK & 'PDPAW-250M( <br />2x SILL PLATE @ 16'l <br />2x PRESSURE <br />TREATED SILL PLATE <br />33mi1. CONT. TRACK w/ <br />(2) #10 S.M.S. EA. STUD <br />n TYP. NONBEARING PARTITIONS <br />V N.T.S. <br />B/WINDOW <br />60OT125-54 w/ (2) #10 <br />SCREWS TO EA. STUD <br />METAL STUD -SEE PLAN <br />FOR SIZE AND SPACING <br />60OT125-54 w/ (2) #10 SCREWS <br />1 TO EA. STUD & (2) HILTI X-U <br />FASTENERS @ 16" O.C. TO <br />CONCRETE <br />-'Q a O• <br />JL <br />.:.. <a <br />SEE D2/S301 FOR <br />INFO NOT SHOWN <br />�I 2'-6" @ SIM � <br />B3 SECTION @ DOOR B23/4" <br />WINDOW SECTION @ WOOD WALL SECTION @ WINDOW @ MTL STUD WALL <br />3/4" = 1'-0" = 1'-0" B1 3/4" = 1'-0" <br />A A TYP SHEAR WALL SHEATHING <br />NO SHEAR WALLS EXTEND ABOVE LEDGER. <br />PROVIDE NAILING 6" O.C. EDGES, 12" O.C. FIELD <br />AT ALL WALL SHEATHING ABOVE LEDGER <br />PANEL EDGE NAILING @ LEDGER/BLOCK <br />USE FULL 4'-0" x 8'-0" SHEATHING SHEETS <br />WHEREVER POSSIBLE. MAY ORIENT <br />HORIZONTALLY AS SHOWN OR VERTICALLY. <br />FIELD NAILING <br />GAP ALL SHEATHING SEAMS 1/8" MIN/ 3/8" MAX <br />BLOCKING @ ALL SEAMS <br />ALT. JOINT DETAIL: <br />PLYWOOD EDGE <br />NAILING PER <br />PLAN & WALL <br />SCHED. <br />(2) 2x BLKG W/ SOLE PL <br />NAILING PER A2/A-301 <br />,7ii -1 .111 <br />11 <br />Od NAILS <br />:A FACE <br />1/2" <br />1 <br />30d NAILS <br />EA FACE <br />1 3/8" <br />60d NAILS <br />EA FACE <br />V I I co I I w I I <br />PLYWOOD EDGE io <br />NAILING PER co I co I <br />PLAN & WALL <br />SCHED. <br />C <br />TYP. JOINT DETAIL: a <br />ADJACENT NAILS TO BE DRIVEN <br />FROM OPP SIDE OF THE BUILT- UP <br />POST <br />2x4 MIN. TYP. BLOCKING A23/47 <br />BUILT UP POST DETAIL <br />= 1'-0" <br />SHEATHING PER WALL SCHED. <br />FACE OF ROUGH <br />TYP. STUD FRAMING OPENING (SEE ARCH) <br />(2) 2x6 KING STUDS w/ <br />SILL PL SIMPSON LSTHD <br />HOLDOWN NOTE: <br />SILL DETAIL: PLYWOOD EDGE NAILING EXTEND ALL STUDS <br />PER PLAN & WALL SCHED. EXCEPT JACK STUDS TO <br />TOP OF PARAPET <br />C4 <br />cc 2x6 JACK STUD TO <br />S-301 SUPPORT HEADER ABOVE <br />v <br />A3 HORIZONTAL SHEATHING JOINTS A <br />WALL DETAIL @ STUD PACKS <br />1 1 /2 = it -Oil 3/4 - 1._011 <br />C <br />C <br />B <br />D O OCD 0 <br />4 <br />Chick-fil-A <br />5200 Buffington Road <br />Atlanta, Georgia <br />30349-2998 <br />AS <br />• <br />. any <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 M. Willett, <br />Digitally <br />P.E. on 11/25/2020 using a digital <br />signature 1�NN „X uW/ ",�' , <br />signed by <br />E/VS'F�, <br />No. 34,E <br />John M Willett <br />_* <br />* <br />*_ <br />_ SpuE OF _ <br />� �40R,o � <br />Date: <br />2020.11.25 <br />Printed pofdocument are <br />co <br />not considered signed and sealed and <br />the signature must be verified on any <br />18 <br />:47 :03 - 051 0 C <br />electronic copies. <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 PRINTED FOR PERMIT <br />DATE 07/29/2020 <br />L_ <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 />SHEET NUMBER <br />S=301 <br />4 <br />3 <br />2 <br />1 <br />