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J <br />3 <br />z <br />0 <br />0 <br />z <br />Z) <br />0 <br />0 <br />_ <br />co <br />I <br />co <br />M <br />10'-4" <br />4'-4" <br />9 10 <br />2.0 2.0 <br />50'-11X" <br />3 <br />2.0 <br />4'-4" <br />21'-4" <br />SHEAR WALL "A" _ <br />I_ <br />I <br />5 3 <br />2.0 <br />A <br />111'-4" <br />10'-0" <br />4 <br />� 2. <br />28'-4-Y4" <br />3'-4" 4'-6" <br />3 5 <br />T2. 2.0 <br />r�? <br />11'-0y4" <br />L J \ <br />i <br />E <br />04" <br />2'-0 <br />-6" 2'-6" <br />_ <br />I <br />F2 N <br />_ <br />0 <br />1 <br />�-- <br />i=vvic� <br />9I <br />o <br />2.0 <br />F1 <br />i <br />i4 <br />8" I <br />INSULATED SLAB <br />"A" <br />SIM. <br />0 FREEZER SHEAR WALL <br />0 <br />4-0 <br />14 -9" <br />VERIFY EXACT 3'_p" <br />2.0I <br />°I <br />SIZE &LOCATION <br />W/ SUPPLIER <br />-- <br />-- <br />- <br />-- -- -- -- -- -- -- <br />I <br />9Y4 SHEAR = " <br />WALL "B" '- <br />:.�,.,.;.•::.,, <br />{-` �'�`�r <br />6" CONCRETE PAD UNDER <br />�'� <br />SHEAR WALL "E" REINF: <br />#5 VERT. <br />BARS <br />x <br />A-2 <br />",: :.., ti ;~..' WASHER (OPTIONAL) & <br />I I <br />0 16" O.C. W/ DOWELS INTO FOUNDATION <br />WATER HEATER. <br />= <br />o 2.0 <br />AND #5 HORIZ. BARS <br />0 24 O.C. <br />MAX. <br />I <br />'% •~`: ;'; I <br />, <br />i I <br />^ <br />I <br />PROVIDE SLAB <br />W/ 180' HOOKS AT ENDS <br />AROUND <br />VERT. <br />Ir <br />m <br />(3) 2x10 REDWOOD <br />"� ��, ::::` '� <br />BLOCKOUT AT <br />REINF. (SEE 8/S2.1) <br />SLEEPERS TYP. ON I <br />':�:'';:; �:'::.: <br />I <br />I <br />INTERIOR COLUMNS <br />= <br />�I <br />I <br />ALL FOUR SIDES OF <br />: • : <br />I <br />FREEZER TO PROVIDE <br />THERMAL BREAK <br />I <br />i <br />I <br />N <br />F3 <br />N <br />I <br />9Y4" I <br />I <br />I <br />ROLLING SHELVING TRACK <br />57'-44" <br />I <br />VERIFY EXACT SIZE &-0" <br />I <br />3 <br />LOCATION W/ SUPPLIER <br />2.0 <br />2 <br />I <br />I <br />2,p <br />FLOOR SLAB IN THIS AREA SHALL BE LEVEL <br />WITHIN 1 /4" TOLERANCE AT ELEV. NOTED <br />of <br />1 i <br />RECESSED MOP SINK <br />SEE 8/A6.1 AND 6/S2.0 <br />F. 1 . <br />L <br />COORDINATE FREEZER CONCRETE <br />OTHERWISE SLAB SHALL BE REPLACED AT <br />FOR ADDITIONAL DETAILS <br />EDGE DIMENSIONS W/ FREEZER <br />THE EXPENSE OF GENERAL CONTRACTOR <br />I <br />I DWGS & McDONALD'S <br />I <br />I <br />CONSTRUCTION MANAGER <br />- <br />- <br />I <br />I 2" <br />I <br />I <br />7'-°)�" <br />' -` <br />/F <br />•' �: 00 i i <br />o <br />5" CONCRETE SLAB W/ FIBERMESH <br />I <br />OR 6x6-W2.OxW2.0 WWF. T/SLAB 0 <br />'n <br />EL 0'-0". PROVIDE MIN. 15 MIL <br />4 <br />2,p <br />6" CONCRETE PAD <br />RECESSED MOP SINK <br />VAPOR BARRIER UNDER SLAB (LAP <br />» <br />JOINTS 6 MIN.). SEE SOILS REPORT <br />I <br />2. <br />UNDER ELECTRICAL <br />SERVICE. VERIFY PAD <br />SEE 8/A6.1 AND 6/S2.0 <br />I <br />FOR SITE PREPARATION MEASURES <br />= <br />DIMENSIONS MATCH <br />FOR ADDITIONAL DETAILS <br />PRIOR TO POURING FOINDATIONS AND <br />F2 <br />= <br />�± <br />3 <br />SUBMITTED MDP. <br />ANY ADDITIONAL INFORMATION. <br />F2 <br />I <br />i <br />I <br />N <br />2.0 <br />I = <br />= <br />CONTROL JOINT SEE <br />SHEAR WALL "D" REINF: <br />#5 VERT. <br />BARS <br />5 <br />-to <br />15'-1" '-0" <br />v <br />1/S2.1 FOR DETAILS <br />0 16" O.C. W/ DOWELS INTO FOUNDATION <br />2.0 <br />I <br />! <br />HORIZ.AND #5 S <br />I <br />� <br />4 <br />W/ 180' HOOKS AT ENDS <br />AROUND <br />VERT. <br />o <br />V <br />REINF. (SEE 8/S2.1) <br />= <br />I <br />I <br />SHEAR <br />WALL "C" <br />o <br />I <br />3 SIM. <br />I <br />3 <br />= <br />0 <br />E///I//////////Z////-//777//XZZZ/////////////VZ <br />2. <br />ih <br />I <br />I <br />V) <br />IIAXXXXXXXXXXXXXXXXXXXXXXxxxxxXXXXXXXXXXXXXXVZI <br />1A111 <br />.11111xllllzllllllzll11111117771711 <br />7717 <br />%.. <br />3 <br />2.0 <br />31'-8" <br />35'-8 <br />NOTES: <br />1. <br />TOP <br />OF FOOTING <br />0 EL (-1'-4") UNLESS NOTED OTHERWISE. <br />2. <br />SEE <br />SHEET S4.0 <br />FOR GENERAL STRUCTURAL NOTES. <br />3. <br />PROVIDE POSITIVE <br />DRAINAGE TO ALL FLOOR DRAINS/SINKS (MIN. 6" BEYOND <br />DRAIN) SEE PLUMBING <br />DRAWINGS FOR EXACT LOCATIONS <br />4. <br />SEE <br />SHEETS S2.1 <br />& S3.2 FOR WALL REINFORCEMENT DETAILS. <br />5. <br />SEE <br />3/S2.1 FOR <br />TYPICAL CORNER BAR DETAILS. <br />6. <br />SEE <br />1 /S4.0 FOR <br />CMU JOINT REINFORCEMENT. <br />� FOUNDATION PLAN <br />1.0 1 /4"=1 ' -0" <br />4 3 4 3 <br />2.0 2. 2.0 2.0 <br />4'-0" 4'-0" 24'-4" <br />38'-8" SHEAR WALL "C" ie <br />37'-0 <br />111'-4" (0/0 FOUNDATION WALL) <br />INDICATES TYPICAL 8" CMU WALL REINFORCEMENT: #5 VERT. BARS 0 32" O.C. <br />GROUTED SOLID FULL HEIGHT W/ DOWELS INTO FOUNDATION. PROVIDE MINIMUM <br />(3) #5 VERT. BARS AT ALL CORNERS & MINIMUM (2) #5 VERT. BARS AT EACH <br />SIDE OF ALL OPENINGS (ONE EACH CELL). <br />INDICATES 8" CMU SHEAR WALL REINFORCEMENT U.N.O.: #5 VERT. BARS 0 32" O.C. <br />GROUTED SOLID FULL HEIGHT W/ DOWELS INTO FOUNDATION. PROVIDE (2) #5 VERT. <br />BARS AT WALL ENDS (ONE EACH CELL). PROVIDE #5 HORIZ. BARS 0 48" O.C. MAX. <br />IN GROUTED CELLS W/ 180' HOOKS AT ENDS AROUND VERT. REINF. (SEE 8/S2.1). <br />SEE PLAN FOR SHEAR WALL "D" AND SHEAR WALL "E" REINF. <br />INDICATES FOUNDATION WALL 0 DOORS. SEE 5/S2.0 FOR THRESHOLD DETAIL <br />FOOTING SCHEDULE <br />MARK <br />SIZE (WxLxT) <br />REINFORCING <br />F1 <br />5'-0"x5'-0"x1'-2" <br />(6) #5 E.W.-BOT. <br />F2 <br />5'-0"x11'-0"x2'-6" <br />(5) #6 L.W.-TOP & BOT. <br />#6 0 12" O.C. S.W.-TOP & BOT. <br />F3 <br />8'-0"x19'-0"x2'-6" <br />(8) #6 L.W.-TOP & BOT. <br />#6 0 12 O.C. S.W.-TOP & BOT. <br />NOTES: <br />1. REINFORCEMENT IS TO BE SPACED EVENLY WITHIN THE FOOTING. <br />PROVIDE SUPPLEMENTAL REINF. AT COLUMN ANCHOR BOLTS. <br />2. FOOTINGS SHALL BE CENTERED ABOUT COLUMN LINES UNLESS <br />OTHERWISE NOTED ON STRUCTURAL FOUNDATION PLAN. <br />3. NO FOOTINGS SHALL BEAR ON ROCK. UNDERCUT ROCK A MINIMUM <br />OF 2 FEET BELOW BOTTOM OF FOOTING & REPLACE WITH <br />STRUCTURAL FILL. <br />4. DIMENSIONS FOR SHEAR WALL FOOTING LENGTHS ARE APPROX., <br />SEE PLAN. <br />COLUMN & BASE PLATE SCHEDULE <br />MARK <br />MEMBER <br />SHAPE <br />BASE <br />REMARKS <br />Cl <br />HSS7x5x5/16 <br />A <br />EXTEND TO <br />ROOF <br />C2 <br />HSS7x5x5/16 <br />A <br />EXTEND TO <br />ROOF <br />C3 <br />HSS7x5x5/16 <br />B <br />BRACED <br />FRAME <br />NOTE: SEE DETAIL 2/S2.1 FOR BASE PLATE & ANCHOR ROD <br />DETAILS <br />4 J <br />2•L 29-6" <br />4'-0" 4'-8" <br />01 <br />Kol <br />z <br />0 <br />f <br />VI <br />0 <br />w <br />a <br />0 <br />+Ltttti I llLt, <br />dOP <br />r„ r <br />r � <br />• . STATE OF <br />1111 llt tt1���`` <br />Date: 2023.08.09 15:31:55-04'00' <br />THIS DOCUMENT HAS <br />BEEN DIGITALLY SIGNED <br />AND SEALED. PRINTED <br />COPIES OF THE <br />DOCUMENT ARE NOT <br />CONSIDERED SIGNED AND <br />SEALED. THE SIGNATURE <br />MUST BE VERIFIED ON <br />ANY ELECTRONIC COPIES <br />4 OF THE DOCUMENT <br />07.28.2023 <br />DATE <br />W <br />H <br />V <br />in `c <br />Q N G <br />� ul a o <br />5 l7 � <br />0 <br />J w co <br />W ® tA JIto <br />Z w w <br />w vino <br />a a <br />° <br />U � O m <br />° O N-a O 00 <br />° �°� <br />U •c o_ao I. os <br />a v o v, v->> <br />s J a00-0o *'jtZ <br />J <br />N <br />�. ° O .y✓ H �. ffAAt <br />U C N <br />c N E 0 0 O <br />a� <br />oo °crna <br />o c '; ". v <br />U O O N <br />v p V O p O C o <br />tLoc, voc <br />Ncc°:ay° <br />vo�'v�E-c <br />i ° C U C ° 0 0 <br />° Or x <br />N ID Co, O t N <br />_ cSIE `O <br />r• J c� o v FD <br />FD <br />O <br />VQ�c:r�Uy, <br />w O •N O c 41 wo.. <br />a N N c V "y-• <br />N <br />: � •V O y_ C <br />go 0 <br />C1, 0 7 Ual 7 O <br />L) -0 moo <br />� o_ o <br />vo30000° <br />d 7� d o <br />W 0 0+L N Z m <br />Ix- QL g � c + V) <br />a <br />12 <br />�o 8a <br />Zi N a OD <br />G N n <br />0 N <br />m <br />m <br />0 <br />m 3� QQ <br />0 Z Z w J <br />V) <br />V) Q o <br />V) o U3 <br />04 v o n <br />0 00 N <br />CN <br />NSN#: 40871 <br />si <br />0 <br />• <br />FOUNDATION PLAN <br />