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11656 SW PACIFIC HIGHWAY LBOX . A�.,. ^ •Y- , 1.1 2 • B B to ) 12 11 la 17 16 IS W.1 DEMbU N PLAN LEGEND (XISTNG TO RE"N "SIM WALLS. FIXTURES. CASEWOIM( AFD FLOORING TO Y OVADUSHO �S EXISTING OVE"AD AV DIGS 70 REMAIN •. ------ EXISTING OVERHEAD AWNINGS TO BE DENOUSHED .f :• A 1 I I I I I REMOVE EXISTING COMIC. SLAB OR WALK 1 : '•.. ,� I GE'NER NLESS SOTEABBUI AND SHELVING ARE TO 9E REMOVED OR RELOCATED BY OWNER. -- - DISCONNECTE I . Z. IN THE BAKE TO PROVIDE ELECTRICAL AI AYDE . ALL EXISTING EO VERIFY IN THE BAKERY DEPT, DELI DEPT., AND MCAT DEP i. CCITRACi(M TO VERIFY W/ OWNFR THE EOLXPMENT TO BE RELOCATED (FOR RECONNECT). SEE ELECTRICAL - '' E DRAWINGS FOR ADDITIONAL INFORMATION. q / CONTRACTOR TO DISCONNECT ALL POWER TO EMSTING GONDOLA MING (FIELD ',11 A i R ... •.. RWN LOCATIONS) A SHELVING IS TO MOVED BY OWNER. SEEy _ GONDOLA E BE RE � FOR ELECTRICAL REOUIREIIENTS FOR NEW SHELVING. '' - r f'I --r—_r •LlSIM11I Iu IM n 2[ — % OWNER TO RELOCATEOW OR REMOVE EXISTING pECKSTANDS. ELECTRICAL CONTRACTOR ' T � TO COORDINATE POWER W1H OWNER, A ' S. WALLS AND DOORS SHOWN SASHED ARE AL BE REMOVED. COORDINATE W FINIS OF S Iq N.2 — � �� 2A .. ••........ DEMOLITION WITH DIMENSIONS i(Xt NEW WALLS. PREPARE FLOOR FOR NEW KNISHES. L -� —� 6. COURDINAIE Ez'CNT OF CONSTRUCTIp2 TO BE REMOVED W/ SPACE REWIRED ----- - -- + .: N TO INSTALL NEW CONSTRUCTION. '. T COORDINATE ALL DEMO OPERATIONS NTH OWNER / STORE OPERATIONS, . ...... . .... ....... ...... .... .... .. 2T .. o . . . .... X IO ..-.... ..-.. •.•..•.•• ••• 6. IN AREA SCHEDULEDRECEIVE N FINISHES. R''-Y EXISTINGS , ? -..-- ' .. . ` . - •• INCLUDING ANY ADHESIVES USiD TOE�o FINISHES r0 SUd3 ATE. ABATEMENT u n L •unuuuuu 1 i — ---0 OF HAZAROCUE MATERIALS TO BE PERFORMED BY OWNER SEE OWNERS ASBESTOS Z r y ) N _ _ ----� j i ABATEMENT A COT FOR EXTENT AND LOCATION Of MATERIAL. O�— O •I 2<, n : >.:<L<\/2>L — ✓ 9, SEE STRUCTURAL DRAWINGS FOR STRUCTURAL MO WORK - F� � � , DE c�y�.—, 1 10. SEE PLUMBING DRAWINGS FOR PLUMBING DEMO WORK 6RA�j ! 5 „ �. C7 ❑. SEE MECHANICAL DRAWINGS FOR MECHANICAL DEMO WORK. U — + + r + + 12 SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DEMO WORK. V ...IMlhwww• ZZ I h r!. SEE RESPONSIBLE FOR DR TRENCHING FOR AND DEMOLITION DEMO WORE. CONTRACTOR IS • , � 2A RESPONSIVE FOR ALL iRENCHINC ANO DEYQISION ASSOCIATED NTH REFRIGERATION MURK. L 2A - �""'I" ` � a CONTRACTOR IS RESPONSIBLE FOR DETERMINING EXTENT OF CEUNG TO BE REMOVED i y > AND REPLACED FOR ALL NEW OR RELOCATED FASCIA K — `;2 Zi / f�1Y+ 15. ALL TRENCHING, BACKFILL, AND PATCHING TO BE PERFORMED BY GENERAL CONTRACTDR. v ••XII < I . 2v< _ - COOROI,.ATE LOCATIONS AND SIZES NTH REFRIGERATION AND PLUMBING DRAWINGS. ey�T -}- <� YY I 16. REMOVE ALL EXISTING VINYL FLOPPY DOORS. PROJECT FRAME FOR NEW SWR. UNLESS OTHERWISE NOTED. J.2 17 PROVIDE PON DUST WALL BETWEEN CONSTRUCTION AREAS h ALL RETAIL OPERATIONS. J 16. SEE DEMOLITION PLAN A0.28 FOR NOTES ON TENANT BUILDING SA ' J+: 'IJ ar1�.� a AND HOME IMPROVEMENT CENTER. I, x r.. £' '•, _ 19. GRAPHICS, AWNINGS IS RESPONSIBLE TO REMOVE AND DISPU6E OF ALL EXISTING SIGNAGE, NEON, , •., 22 .. . _. _.. ••I••..•.L••.piXAMsu ; O BE CS. ATEAND OTHER DECOR INCLUDING ALL FASTENING AND ANCHORAGEDECOUT DEVICES JX .�20> � a -L-L "° ) / 0 BE COORDINATED NTN THE OWNERS COORDINATE PLAN. DO NOT PROJECT MANAGER. R. - " �2 , •. ".' „ SEQUENCE AL H FA PLAN. COORDINATE NTN OWNERS PROJECT MANAGER.REMOVED. :. .............. � OU NCE N THE PHASINGPATCH - W�J L IIX X <. —• — -- - F'1 AND REPAIR ALL SURFACES READY FOR NEW FINISHES ONCE DECOR HAS BEEN REMOVED. LUNG RLS WHERE TILES HAVE BEEN CUT ON DAMAGED BY DECOR ATTACHMENT OR REMOVAL. + j + -* KEY NOTE [KEYNOTES LISTED HERE ARE FOR 1NI3 PUN ONLY.} T T 1 REMOVE ALL WALLS AND FIXTURES THIS AREA 2A 7 ••A 7 � .. I2A A �(• ,. . . .. .. ......... T r f' = I > ....... , AI 2A M REMOVE EXISTING H.M. DOOR AND FRAME N 2B .....F.S i IF ••+ r 1C SAWCUT EXISTING CONCRETE WALL TO ACCEPT NEW DOOR AND FRAME. REMOVE M .....„ „. ' 2A 2A 'ti r _— — _ PORTg4S OF.FRAME WALLS AS NECESSARY FOR INSTALLATION OF NEW DOOR. Ouse �t • WII • — v SEE VE EXISTING RAG FOR REOR. REINFORCING. N.M. yj �'jj I 00 7/\ ^_ • E,>K.T� 2p REMOVE EYISIING N.M. DOOR. EXISTING . FRAME TO REMAIN. D.I --- — -- , „ 2F [ 2E E%ISTR10 ELECiRICK PANELS - SEE ELECT. +( .c 2W' ................. . r. 20 REMOVE EXISTING TOILET PARTITIONS/FI%1URES (SEE PLUMBING ILAN) 2' — 1 27 ..••..•...... •.... �....... • •T. II.S S •T' .... ,w_..__ <8> REMOVE kXISRNC OLA N r j T • A HK... + + ...y.. 2B : TF2. i O [ P, Aw.. O 35 DIVIDER WALL, CURB, AND TURNSTILE V, R ,` T o A O REMOY[ LTO R FL CMU WALLS FROM ROOF DOWN TO BELOW COMIC. BOLI SLAB. •, 2A PAIgX i100R FllI3N w/ EXISTING BOOR. A r..: > IIA aw j T . /� i•..7 P' L , O RSMOVE VCT FL0061NG ' THIS AREA REMOVE MASTIC AS B1MMMOW R PRONGS f." AN SUBSTRATE FOR NEW BOOKING MATERIAL, COORD. N if W/ OWNERS ASBEBI'0.5 AGAlE4ENT CONTRACTOR. >a 3 i.... ...... E e., v \ 'x - .• F1 -- — - O REMOVE EXIST. COOLER BOX PANELS AND DOOF.S FOR NEW GOOIER 901. yyAJ -- -J - - R E%ISRNC CURB TO REMAIN UNE. •` •y - - ---- - - - - -- - I _ • TO ry1WN AX11`1' II /'� O REMOVE EXISTING COOLER/FREEZER PANEL. DOOR AND CONC. CURB . ' _ _ _ 1I REMOVE EXIT RING CARPET, M � •I _y�A�' _I- A I I I I A.OS REMOVE EKISTING VINYL DOORS AND ALL RELATED FRAMING FOR VINYL DOORS. s I '`i I I I REMOVE TO IOW HALL AND ALL RELATED FRAMING. C%ISTING 3.3 15 TD 12 COLUMNS TO REMAIN. (L D 20 REMOVE EXIST. CERAMIC TILE WALL FINISH AT ALL AREAS TO BE EXPOSED TO VIEW. 211 25 REMOVE EXISTING ROLL-UP COILING GRILL AND ALL RELATED FRAMING. au I I I I 19 79.1 HI. 19.3 1 2S REMOVE EXISTING SPIRAL STAIR. /\ 2T SAWCUT EXISTING CONIC. WALL FOR NEW OPENING. REMOVE PORTION OF FRAME ( p F-- - ------ — D�'— — WALLS AS NECESSARY FOR OPENING. SEE STRUCT. FOR REO'D. REINFORCING. REMOVE EXISTING MANUAL DOOR. l26) I (J( REMOVE EXISTING WOW FRAMED RAISED PLATFORM AND STAIRS INCLUDING ALL , RELATED FRAMING. 2W REMOVE MIRROR COLUMN NRI' IN THIS AREA, 7YP 2% REMOVE EXISTING STOREFRON' ENTRANCE SYSTEM. rt CUT NEW OPENING IN EXISTING WALL. SEE FLOOR PIAN FOR DIMS. . OIII REMOVE E%IST. PARTITION WALLS. ; -1/2• MR_ CHANNEL ATTACHED TO I 1ne 1 EXISTING STRUCTURE FOR ALT. COND1110N I t I 0 12 T I DEM000SED CEILING I T EXTENDED MTL. STUD/WOUL N WALL .. `•. 1 -:A WHERE CE ABSENT FOR ATTACHMENT _ ------ 11' DEMOLITION PLAN � . 3-1/2' MTL. CHANNEL ATT; 'LIED TO 1"=20 -0" '�rI:CE--'�T• EIOSITNC LOWERED CEILING TRACK 9�W 10. F.p.l M 3-1/2' MTL. STUD WALL W/ STUDS S-0' O.C. W/ REINFORCED NSOUEEN BARRIER . L LsrnucnnN sine RUM- SIQE 12". 1/T FLVNOOD KICKPLAIE ATTACHED -EIUSTING CONIC. SLA W/ SCOW^ TO STUDS r BOTTOM CHANNEL .. - 3-T/2• MX CHANNEL ATTACIED TO CONC. SLAB - - - SIR01 M0. . e I } n 21 TEMPORAPY DUST WALL AO * �; r ' . I r (+ -T 4 i .K A pY,. eAFMa,NIcaNWWeI�rtNo ... :I>_n,. S .c, .t.C�.V.49•` _ .. v. ..».... .�.. r. ',: .. �. i.J.�r'..-,r+'•o': a�.M` ". -.t.. : . ' j 5 i. ' C, -. , _i __ _ C .klt =.--r ._ _- xcs•- —moi/-- j—•--T _ , A A_ 4 III 111(. H r OWN 111Wh�iuun u!i �unulutrmlluiuil fui�inm�T�uiin Ennll itulininil�iJimuuilinn/nIlui i �l iiiiulniu�ilmn��lnui�il i�iuil�iiiiulunniluniuluniuliniiiilinuSu1l ii l �', inl ,Iy �"�" !! 1 IydITRMI,L�111 �' n'Jll�i nnhEAnnl �nRITS FFIC, s t, T, DEMOLITION PLAN LEGEND ;p rs '� --- EXISTING TO REMAJN EXISTING WAILS, FIXTURES, CASEWORK 'ND FLOORING TO BE DEMOLISHED +, - EXISTING OVERHEAD AWNINGS TO RE::."�N - - ----- EXISTING OVERHEAD AWNINGS TO BE DEMOLI'S'HED `t r F. .•• .:rt L I , 'r 'iti��jrn i F• }t+ `. 't. REMOVE EXISTINGB OR WALK. REF. E « ;f :; . � �. Y .:� ��'ti. CONC. SLA • : {; t• s, ��� � GENERAL NOTES �, , f. y ` � i/`, ., ,'d• SHELVING ARE TO BE REMOVED OR R y � y •; ti 1. ALL STAINLESS STEEL_ TABLES AND SHE VIN RELOCATED = � L. , - - - - - - -- -- - - _ - _ - - - - { f. .` }` y' {!• ?' , y!, a#rfi�•::'' BY OWNER. St • �.....s G �J ,, f�r�; ,;dao yv. > fn.�r'._ .{:•. �f k Al2'ry' 2 CONTRACTOR TO PROVIDE ELECTRICAL DISCONNECT TO ALL EXISTING EQUIPMENT s _ IN THE BAKERY DEPT., DELI DEPT. AND MEAT DEPT. CONTRACTOR TO VERIFY W , OWNER THE EQUIPMENT TO BE RELOCATED (FOR RECONNECT). SEE ELECTRICAL ;cy }cy^ti; �� 1 DRAWINGS FOR ADDITIONAL INFORMATION. 3. CONTRACTOR TO DISCONNECT ALL POWER TO EXISTING GONDOLA SHELVING (FIELD = VERIFY LOCATIONS). GONDOLA SHELVING IS TO BE REMOVED BY OWNER SEE ' j,• ELECTRICAL DRAWINGS FOR ELECTRICAL REQUIREMENTS FOR NEW SHELVING. S 4 OWNER TO RELOCATE OR REMOVE EXISTING CHECKSTANDS ELECTRICAL CONTRACIOR p TO COORDINATE POWER WITH OWNER. 5 WALLS AND DOORS SHOWN DASHED ARE TO BE REMOVED, COORDINATE ExTENTS OF DEMOLITION WITH DIMENSIONS FOR NEW WALLS PREPARE FLOOR FOR NEW FINISHES _ r 6. COORDINATE EXTENT OF CONSTRUCTION TO BE REMOVED W/ SPACE REQUIRED . . TO INSTALL NEW COO.STRUCTION. w 7 �n r 0 R A a COORDINATE ALL DEMO OPERATIONS 1N R STORE v OP U SNA OWNER 5 0 E ATIONS, ' i Y 8. IN AREAS SCHEDULED TO RECEIVE NEW FLOOR FINISHES, REMOVE EXISTING FINISHES r " ; INCLUDING ANY ADHESIVES USED TO BOND FINISHES TO SUBSTRATE ABATEMENT a OF HAZARDOUS MATERIALS TO BE PERFORMED 81 OWNER SEE OWNERS ASBESTOS .. ABATEMENT REPORT FOR EXTENT AND LOCATION OF MATERIAL • w 9. SEC STRUCTURAL DRAWINGS FOR STRUCTURAL DEMO WORK. , B iA 10 SEE PLUMBING DRAWINGS FOR PLUMBING DEMO WORK i \% 11 SEE MECHANICAL DRAWINGS FOR MECHANICAL DEMO WORK. 12. SEE ELECTRICAL DRAWINGS FOR ELECTRICAL DEMO WORK 'lam 13. SEE RsFRIGERATION DRAWINGS FOR kEFRIGERATION DEMO WORK. CONTRACTOR IS , ` RESPONSIBLE FOR ALL TRENCHING AND DEMOLITION ASSOCIATED WI'H REFRIGERATION WORK. r _ 6 DEMOLITION PLAN TENANT BUILDING CONFRACTOR IS RESPONSIBLE FOR DETERMINING EXTEAT OF' CEILING TO BE REMOVED AND REPLACED FOR ALL NEW OR RELOCATED FASCIA �j : t O'� 15 ALL TRENCHING, BACKFILL, Al"', PATCHING TO BE PERFORMED BY GENERAL CONTRACTOR. v - COORDINATE LOCATIONS AND i1ZES WITH REFRIGERATION AND PLUMri+NG DRAWINGS. -o• 16. REMOVE ALL EXISTING VINYL FLOPPY DOORS. PROTECT FRAME FOR NEW DOOR, UNLESS OTHERWISE NOTED 11. PROVIDE TEMPORAR4 DUST WALL BETWEEN CONSTRUCTION AREAS do ALL DETAIL OPERATIONS. SEE uj Not 18 CONTRACTOR IS RESPONSIBLE TO REMOVE AND DISPOSE OF ALL EXISTING SIGNAGE, NEON, (n GRAPHICS, AWNINGS AND OTHER DECOR INCLUDING ALL FASTENING AND ANCHORAGE DEVICES 'I TO BE COORDINATED WITH THE OWNERS PHASING PLAN. DO NOT REMOVE DECOR OUT OF SEQUENCE WITH THE PHASING PLAN. COORDINATE WITH OWNERS PROJECT MANAGER. PATCH AND REPAIR ALL SURFACES READY FOR NEW FINISHES ONCE DECOR HAS BEEN REMOVED. r v KEY NOTES (KEYNOTES LISTED HERE ARE FOR THIS PLAN ONLY.] 35'-0' AA� DEMOLITION OF THE ENTIRE HOME IMPROVEMENT CENTER, `E EXCEPT AREAS NOTED. <i> DEMOLITION OF THIS ENTIRE AREA OF THE TENANT BUILDING, EXCEPT AREAS NOTED. ` ` EXISTING CONCRETE RETAINING WALL TO REMAIN, / PROVIDE NECESSARY BRACING (SEE STRUCTURAL PLAN), 20 EXISTING CONCRETE FLOOR IN THIS AREA TO REMAIN. 2E REMOVE EXISTING CONCRETE FLOOR IN THIS AREA. 2F EXISTING CONCRETE CURBS IN THIS AREA TO REMAIN, i i 25'-0' ~�"D 2C REMOVE EXISTING TOILET FIXTURES (SEE PLUMBING PLAN). {4 O EXISTING CONCRETE FOUNDATION IN THIS AREA TO REMAIN. I , A U ..� z W co O , / w I i 60'_0' -----<2A 7:: / � ru cc zr� 2D y X a W ccLLY S�C LI,:,:::-:il:.,:...It::::::,::::::.:2..t:,if,:,:,.211..12111:1:.,,:.,It.i , - -— — —— — —` — - -- • 4TH.. RevIsIon • Paul a $.1�IA0 -- f L1.L TAK •wn y Cn•c •• y _ am" 10.11.00 Protest M. ' E _� oBAc� r • PUW HJ.G. Shoot T.0v 000 No. r AOs2B 23 DEMOLITION PLAN H . I . C. to _ of � u 1"=20'-0„ _ omeo:,ollEct000mnw,srr:oo ,. .. >a 1111. ...-,—�•--._._ a or .•.• 2 6 IIII ' II) IIIIIIi�lllllll IIIIIIIIIIIIIII IIIIIIIIIIIIIII UIIIIIIIII1111 Ilfl 130 x I IIIIIIIIIIIIIIIIIIII Illlllllllllllllllllllilllllflllllllllllllllillllllllll I 'I I I I I Illi ILII IIIIIIII� IIIII IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIII11111 IIIIilII11 . . .,.. �•...�'f ��fil RI �� fl til 1�'I 41 �I _ !FI �' nuln+ Ili I lodn'�i iwu larhol urdl 1 rmh 1 nnln du 1 uub nnh r Imlrl r Ind, I r,nh r mdr n md�Imh n I t t IInIrILluuhl�ilwdt�I�wJ�Imh�Ii orrh�ilurdnTr�IttlIm1111�illulhl�Ilmh�Ilmli�iiluuh�i�lud�IunirTfilmlhf1luulruill�t�IrrrIrTT1lrmhi�IunbTilnuhs - , 11_11« 'fm4:t .. it 1111,. �+wr►..... ,,.. -, ...-.. - .ti.w..-,1111..., .�.w..iw+». .. ., - ,n,..........r........ +wn.,. - w �• t.4 1. I ;11 t n1:, Y. . ` 'f •.. '��" I _I ' I .�. .. �" �, ',i!••. .. y I .. . . :.t' r, �,; `I I . �^ �+i �I. ,J {11 4. L « N (s . tiI r . r 'i ..� i. .t;.` I' L. .� • - x • . , > . pp - ., 11� s J 1 �, � 0�1 , � ,.� t. �`. �► ' s e l0 12 ,4 is ,> Te 19 10.1 ia2 LSI r•. ' . ',� ' ii 'I1. I I I I REFi.�:CTED CEILING D � : EMOLITION PLAN '1`,: K :u••••: ��nasrsssas•a•• i•7sJss• vr.-.��:::Jwul:::r r. sA�r frrrrrr• `E� sli �.� 1 4 JlMIMNY.L� , 1• t I . l ` *, a u i EXI5TING TO REMANI . x- ; .` -, 1. ," • r li L --1- AS RE DEMOLISHED "•'••`� M 1_XtST1NG CuUNGS AND (ASCI TO oil ` t••f--t .,,I 19 1 , r ! w EXISTING A%NNGS TO 11 + 0E DEMOLISHED • EXlS71NG (IRAFTSTOP r lk4 ej r :: l a' r I I • ( I + .A•►aAAlen aaeaar/•+•rr• - 1r. I 11 E L • M:.,.. EXISTING GATWICK I I "' IS : i,i 1�v. .....�-- 1. r> y ; IN 7,. FJ i <'k S . . ', I ,, G RA�.� .I' it -. .,46. 3 • "� J REPLACE EXISTING DRAFTSTOPS AS RFOUIRED TU MAINTAIN EXISTING CEILING DIVISIONS. s it I L I '•o A*— - �1�'• '• •_ . I •V: „ _ ��• _ '.� 1. MAINTAIN EXISTING DRAFTSTOPS ANO CATWALKS WHERE POSSIBLE. REPAIR OR � I .. . %J R.T J. i : 2. CONTRACTOR 10 PROVIDE ELECTRICAL DISCONNECT TO ALL EXISTING EQUIPMENT /�/� _i;D i iN THF BAKERY DEPT., DELI DEPT'., AND MEAT DEPT. CONTRACTOR TO VERIFY W/ L ~ t�� -. -_- _at_ 1111- -1111- `1. : • 4 1 OWNER THE EQUIPMENT TO 1 E RELOCATED (FOR RECONNECT). SEE ELECTRICAL 7, 1 1Y 1 R - �t+' ���'� DRAWINGS FOR ADDITIONAL INFORMATION. __ % \ k S. "O. roy 11 . ... ... ' R '! „ ! 6. I i2 .-i1.,., J/lam""''` .,Yr►-.1 d,e..,';1+ � 1....r.. r_: arrrrrnrn.l w:.aa. I I 41 t I + " 3. CONTRACTOR TO DISCONNECT ALL POWER TO EXISTIN(; GONDOLA SHELVING (FIELD I 1 . . ONDOLA G IS TO BE OVED BY OWNER RIFY ` ` _.�•1 r ELECTRICAL URIAWINGS�FOREI�CTRICAL REQUI ENRSKFOR NEW SHELVING.1 ' ` F;9{ 'wv_ ____t d ; = t f ; :r :raz::.e::a M :k 14 , --- N.f r r . . - -r w 4;" �_ • . -• ':'- .-1.""- : • ' 111..•....... %.. us I4 COORDINATE ADOtTIONAL CEILING DEMC)LITION AND TiLE GRID REMOVAL WITH y` N 2 i I �' I f 1 i t r ._",I w r ' ' : . , .3' , �N.j"I. . I I+lM/4�NfN14'11 MECkANICAL / ELECTRICAL WORK / SStt - . _ 1 1 : 1 1 1 1 1 , 1 1 1 ' 1 , . , 1 1 1 ��/ I r ' I • ,_ IY 'i_,_' •.. .I ..•_\a►-1..\J..r.Va-r J_6N .-LJ.Ia LJ. l l + I.J. + 11 �1 i . ia 1 1 1 if 1 , t 1h' • , '" 4 '• :» f1 i_ f' f , • s +i I" %i ;•i- ; ' j•}{-f+4-} S. CEILINGS & FASCIAS SHOWN DASHED ARE TO BE REMOVED COORDINATE EXTENTS Of r i �. N -- • � rarrwranrrflui •IAl1••lAAi1••N•••U.•1•Ia11 r1A•nl•i• rlrrrlu•rr••Irr• NH•h•rrN••Ilurr••1 ' u`a.- fee NI••n •i•r • N•••N•N•• '�' ' :' 777 1 , '�'�' t f1117 fit `t1111 K • • 1 >itltllRll� ILII I�ItI •; --- N DE1A(x;T10N WITH DIMENSIONS FOR NEW CONST PREPARE CEILING FOR NEW FINISHES. 1 i 11 , 1 1 1 1 1 1 •1 1 . , . 1 1 1 . 1 1 ; . . 1 1 1 . y • • '� . . 1 . . x 1 1 1 1 1 1 1 1•. I I , r , 1 . 1 . 1 1 1 1 1 1 r . i =w•� 1 ;•;_114 ;...»..:..:..I", . ... .. . 6. COORDINATE EXTENT G -4 - f-}��_: •111.1... . :..�:1:-:J_:.►:.1 J.1.1...6•.... S, �: / - ' �: T I I . , *. ; n1 TEN �' �ANSTFcUCTION TO Of REMOVED W SPACE RECIUIttEO I - I • r,-rT,-r,-I-rr•r�-r ;-:41•fi f '•�' 0 1 = •t ': TO INSTALL NEW CONSTRUCTION. +` 1 11 + 1 1 ' 1 , ; ; . ' , , ; ; ; . , : t �; . 7. COORDINATE ALL DEMO OWNER / STORE OPERATIONS :: .: _ :.-�4 .-.,-. «.10,11 • ;,i ►; 1 i •' OPERATIONS WITH 41 : bt ____ _ I it ; ; ; ; ; ; ; ; ; ; : ; }' " 1 ; ' 411, S CLEAN AND/OR REPLACE ALL EXISTING CEILING TILE/GRID TO REMAIN AS REQ'D. .. p1 REPLACE CEILING TILE AT ON„ (75 MINIMUM) �' , - 1 : . . ._: : : : ".b _: : 1 , S 9 L U G , ALL SECURITY CAMERA LOCATIONS ;, _� _�+ I • 1 . 1 ..0;•;,-. ' i ; iiifOfltitf111i •�: T'HROUGHCUT STORE. c r I • : ; I i+ : hi-1-�1.6-1-x1 i-f?-1-f:j•��-. ; . . , :; «. 1 . 8____,��� I T t l i-i . . i . .A ,i_;_l_ ;•!' t I' Y 9 SEE STRUCTURAL DRAWINGSt I . . , , ' 1 L.1 FOR STRUCTURAL. DEMO WORK u a- 0 �',. r; l • I • : 1 : •�'�{ 1 1 ► 10. SEE PLUMBING DRAVMINGS FOR PLUMBING DEMU WCaRK ' I 1 1 .•I �;-•T 1-.,•I :•I,•IT:•I4, I 1 w 1 ; 1 . 1 ; i 1 ; . 1 6 : I: 1 : 11 IY , 1. 1 _ . r : : . . . .. : • ; I I r1.rr r r '1N." r . ,f 11. SEE MECHANICAL DRAWANVS FOR MECHANICAL DEMO WORK. .`�l. 1 , ` • •1 00 . ._._s 1 I ...11,11�•.-r•.••..•-r�-.•- • "I oL ( /----- --- - Icy+ .�r►jr1• rrr•q•ue�rr•.b.••••••••••ra•1r•.•s�• ..p•.a.ui•�'i.rrawaa..r..r•••1.�.ga .1 1•4hNM 11 iahrnNraa•..•a•a••.0 .•.•.w•.N••.•••••••rr j Ir► ' IN/ 10►IN ri rrr : •�: __ `./ } I 1 1 , , ' + f ' : , , ; 1 �s: J '� 12 SEE ELECTRICAL DRAWINGS FOR ELECTRICAL 1F TJ .. •.. , - � . . . . i { Tri ►{ i; i-: t; . + , • r+. ;•'. .}1` /I.�• ' h : : L DtMO WORK. i 1 1 . 1•,•,T'-r,-r T1'I1-r Y.-♦ 11 .-•v1 -.-,L J ;: . = 1 , 1 1 • : ; : : ; 1 ; - i M f l . ; r. .; ; , , i \Iy�YM 1 /f GS DRREFRIGERATION DEMO WORK. CONTRACTOR IS I I. •" I li I-II? ; r' f 13. SEE REFRIGERATION DRAWINGS F �' c �-4 , •• ,- - L � :T.; ' :: :�:. •-•: • � •i-1,I 1 ',�.j ' ^ j 1 1 I 1 R ALL TRENCHING AND DEMOLITION ASSOCIATED:..J,._r._,.�... i ;_ \ ,. RESPONSIBLE F'OFT a S TEU WITH REFRI RA I ;�f•fi i-} f•1-i-t 1-I i-h c;l` TION WORK. a _ .. , .. : 1 1 `. 1 1 1 • , • , ; ' 0000 , : ,, , . 1 • . . 1 .SEE DEMOLITION FLOOtR 1�I_AN FOrs W 1 .... O. ��_ ; -:.•+•. .-1J..,_.;; ,,.; r 1 ; J_' J. \i-:J '•r• .I; r , 1 1 1 • 14. ALLS/FLOORiN(i TO BE REMOVED. „ 1 ' . , Y: }i•f f-, { ♦.%-;-;-;4144i };•1 i-:; r I 11 • .1..a.rYr...r. i• 0 SHOWN FOR CLARITY. I r , .1 ; _ ,r. 1 . • ,.-, . . 1 ./ '; ' •1111 ..:• ' ti J�: \• •�: J ' '- / ;-;'�• b . . . ,1, -L J. I .NF-:'! 12 •' . r�1 fM. �, . • • WALLS TO ftEl1A0VED NOT I a- - i j : < fi 1 i N 1 }{ 1 i rT1. a-. •.fIr: i f; i.;'.�j:.: ' ..t, w i.iw�'-'-' / �•t�•t S- t•11 ti }{ 1 1 !4 4: OUST W E Sec ALL RETAIL OPERA f10NS I Oilr ; : ; : : ' : ' : , : ; '' : x ; ; : : •r' :; : . , . . ; 13. PROVIDE TEMPORARY I 1 .l, I1-fTl•rY1Y1•I•'IY -:J'1-' , ';x•, •�-; ».._ 1011. •;;:_LJ ;; I, LJ-,J-aJ_LJ.._.... • • • • E ALL BETWEEN CONSTRUCTION AREAS , .•�, : ; . . ' , r_..�'; ' %; , , ,r . r '�'i•r I 1 . 1 r 1 1 • 1 r 1;-.-r.-r.-.-.�; 1. 1 7 • 0i11.1' 2-::.�1001: �- : : : : : r : r . 1�. ;_ • t i-. t;i-h t-. ' f:-: 0101;': �� . 1 ; : : : ; : :�. . 1 f1� : : : 0 0 0 0 . . ► : 1 .._t,.f i.f...-: 7+ H I ti I } Li_ . J. .i. 1 r : . ' ' . r . . . r r • r •.: r 1 {a. .-' . , ; i . . . 1 . . . 1 1 . r 1 1 . 1 1 00_01 -� t;f•h j-► -'• r • . •:i ' : 1 . r ; r . 1 . 1 • �•� _ : .... r ;.;� _.-...-•....•..•..._.+•_..,. 1. i i ..L.. L` �_ J.1 1`02 .. r : 1 . �� �,. : , : : : : 1 : . : :� ' : ' . . . ; ; : : : : : . . 1 ; :� P44-i-1-44- . .., .. '2 1 f' til't1 ti tJ:t_•• `!-h;; ' ii: ...�...,.... ',_::.:.:. • ' � ; :' I : : ^ : : : : ' 0 0 v ' 0 0 ,j. , 1 :i; 16. REMOVE ALL INTERIOR MEOh LiGHTTNG FAQRIC AWNINGS do FOAM T R 4� I I . III . . , , f i , I I % 4 1 11'1 i IA' : i,-.�,- r-r►-: ,-r,'r I 1 1 . . 1 : . . /; : : : ; ' ' ' ' 1 ' , LE TE SIGNAGE q. 1 ii • ►i-1-r4•ti'1•I-f•}' 1+4-►-P -1-t•�f-ti-t+l-ti•f�-f•ti-t+f-.,• i•' 1 �A .i-; ry 17 IN AREAS SCHEDULED TO RECEI NEW I ING FINI H s -- I '� : $ . : :+• 1�y1,,1_`,y ,y t i:LT.,.! 111•!1t}� 1 ", ri'}i fi r., &____�:_ - I a IA$►arlaarrrrnrur uriana,urrurrrr.•urr•ur rur,rrnr nuuuulrarurr 6101114111111141111114 1 . 1. . !: ., : . :� : : r ; ; . , ' ' ' : • : , VE CEL SES, PREPARE SURFACE AS 3 11i.IM1 /LININ 1f(fttlfl . rrr•ii*11�;11 i-A,'!}'ai1�'444� , 1, i-41111rrr•r1►rlaa•.,,,..iti1 {tS1K11411i -/a Lf i-:;-:•r,� ':=,7 ' + ''+" : : . : , 1�� 1' Wa .`. L, iTIlY11>tl�itill : __ - REQUIRED TO ACCEPT NEW FINISH ♦ : . . . . ....r 1111.-. .•.--1-I- J . 1 : • 1 1 l,_:-1.. ...• , ...'..-L: : I, .I '-' ••• -,'IT•-/,- Y1•/,•IT,' ,•I T,•/• 11 \i-t;-1_LJ-t J. J. J..-\1. ' A I ' , • 11 . 11 . r 1 ' • 111 , ' 1111 , 1 : ' 1 . 11 ' 1111 : ' I ' . . r F,- , , , f-tlt f•;- ,•��1 ♦"1111•.1..1 J.•..."...-•.. • •..,..w•..•.•f..1.••Y•... ' ' 1-: • I ,; r r . r I' I& CONTRACTOR IS RESPONSIBLE TO REMOVE AND DISPOSE OF ALL EXISTING SIGNAGE. NEON, ", • . 1 .� . 1 - 1 . i-};•j-�i f ; ►J: D OR CLUDING ALL FASTENING AND ANCHORAGE DEVICES - .• , 1 . : .Y : : 1 . . . . , , ; ; , , ;' 1 GRAPHICS, AYVNINGS AND OTHER EC IN •• • e t "i. i t' j''i t;-1-ti•fT 1 • . . ' . . I . • : . . 1 . T" '' 1 1 : l 1 « }:-: •r rr,111,1.1111 ��( '1. , , , , , `� , : , : : 4-�'-t'-'•`i, 1 TO BE COCRD:INATED WITH THE OWNERS PHASING PLAN, DO NOT REMOVE DECOR OUT Of W . ,!• 1 j }; f i-1 i 1 j F{ 1 :• •• •• tj ;�;.::_:_;' . . . .;_1-, " 'i 1 �1 I SEQUENCE WITH THE PHASING PLAN. COORDINATE NTH OWNERS PROJECT MANAGER. PATCH ::;-�;•/;- -:;•:T4-:;-,r t&,. --� i Ir4 +,-rT,-,� ,•.r1-r,-r•r.•r,-,•r1-. :J� . ...:-::.:�:-:...4 , ' ; ' 1' AND REPAIR ALL SURFACES READY FOR NEW FINISHES ONCE DECOR H/,;i BEEN REMOVED. •s : : ; 0000 : : ' : : ; I :�_r , . �•., . . . . r . . ,, -r 1•r •-1-/,, 'I', •, ■ • -• ' :_r•,- _o• _.J_}J.'ti f4fi , r. r . . . , r r 1 ter . r r . t . 1: �I • 1 . , •/• _,•' -•tI.11•Iy.••r, •.:i.tr-....•-LJ_.J-J.LJ...L..L,-•r a. - ;- - 1•i-I,+; 4 .. ... _ _ _ �;t:�r.trfmr�►r�r�irtr' ;:= = -,=.., : :+i :; ; ' f �'! •.•. :1.:-::. s.:_:1_f:.:_::.1 ; ; ; ;, : �...'- r: : • : : : : :• : : : : . \\ *} 1 1.-. • t,•rY 1f1 .,.La1_\I.\11-L I.41.1.11.1I1.11-46.16 J..J.1_•I - -L /� • �' �4 , ,11, c } i h Ii; fi . . . . . .: -I - I, , r,'rrr r, rYr rv,- :rr1-r.•r•r1 rYrT1-r, rr.-r,-.. .:•.. -_ F., REEL. CEILING DEMOLITION FLAN LEGEND ` 1 1 a'I•' • . : r 1 • . . . : , . . •, r . 1 . . . , , r 1 . r . . . r r , . . . 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' •S :--}- f-••.J..;...r--; 1 .r.' •. .-' 111_1 :.• : -: :-; . ,•, :-. . ;= , 1 : , : : 1 1 1 : I ' 1 : 1 j1 . 1 , 1 . 1111•-•Y._.' _L. \. ..i. '..J...w�' (I�� LJ. .I- •�IYI .,.. !._.t. ��J/��t (� r.r��1L./� �•�[' ��,Lr� ��\ � ,r. 1 I `1 ; 1 1 ; 1 ' •.•`•. : : : 1 f, •�. r:-r ',1,'•-; . t _Ir•1 11J' I J. . . •1.' ii :�..t.. , 2 REMOVE EXISTING CEIUNG TILE AND VIII) ' . . 1 ' . . . . . . . . • . . , . .•• 1 1 1 , • 1 •. r- , .L_.•.. `I-,-,- -ri-1•T f•I i_• Na_,.1-,J.. ' '..••.•..."_•..•....• _•...".LN{i..1._•.`..11.•�.•.1N•J.•.L1_•111♦-11.1.E/-11-\a1.\J.L.L.._• 1 ..L J...J_' ' ' ' I • 1 1 1 •,. • 1 /r.l 1r �,. �- ' 1 1 r,- •w:.1t•v _;J ,.. i_oaj; r:A:-li_ �j•f3 /\� •- - - .��. : : ; '. �-11_•11.. •' 1 V - ... 1 (D-- . _�. _. '„' • ' ' '_:.'r. : 1.::_'.:'_: : : ::_I . .-L. r • . . I , : . I , . I 1 : �: . : . I , ; I . 1 I . . 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''i : i-:,-;_•4-r,-1_r - I'-,T.•r.-:•r:•:;-r::_u-•+: ::-:: ' /' r .f•-{. REMOVE PORTION OF EXISTING CEILING AND FASCIA AS PEa11RED M ol : 1 ' a _ •. +° _ 1110--:--�.. O OR NEw COfdSlRllcllcxr SEE Paws ?' &__ - - - .-►, t''1" '1', t 4,4 : .4 l.i .. -/0_0.11:•/:_I Y.-/1_/,_.Y,-I"... -„•._ -/,••TI-r,-•v.-.,-•rt._. • ; ; ►: •w, .► . . ' \J.. ',' . • ...... _ f 1� 0111_ : ; ' ; ,. ; .....ii,n r _ _ r L : : , : / .....1111 0 , .. • ..1 1 y N..►• 1 1 i 0111.. J.:-::_:t:.::.:�:_::_:....::.' ' 0111 :.. a :.:.•x:.' +. .vi . I 'T` "-t" L , , t 0011_:;- 1 i_::,0.00.0:_:a,_::_, :... «$_ I 3 • e -4-- -j--... 1 REMOVE EXISTING CEILING TiLE AND GRID - RAISE BQT1O11 OF EXiS1. FASCIA TO 13'-tl' A.F.F. 1 : : �: `1 : 1 : , , '1 : , i f` fl --a . . , , . . 1111 ' ;;';:.:�. :. f � ' -.. 1 /i :�.;�..:. ::_::.' ::.:.::.::_:-t:_:J.:.::_::.: •:.:.::.::_1.1.._0011 i:.:0110 :i t-'i 1 , I i. i 1 j ti i t ti +i +Y H-f!-4•.,% ,.-;:_::• ;•i : ; '� '; ' ; , i -• O (ALIGN BOTTOM OF FASCIA w/ EXIST. CEG. T1l_S) D _ -_ - ; : _ i•f-: 1-h f+1•hi-f 1 ti : S r, r••: { -� h' :C';S ' . r ; i;•f.a•:�•i•ii•L:•iv Iris •>-us•�;fa� 3►►s } _ "�f ; ' 1 +'^ :�• 11 -`;-!+t. -,--, -+f-i f•�i•h+f-h041 1 }r }-:-f-.1-I,-cf-ti-hi f'I i }1-f :'i -I.44;-1Y4•}i I-f' ; r T r•'rY,•h;-t-;-1-I . T• r,-,-r1•r,•r•r1•r,-f• +` 4.. - -- D N♦ •\, , . • ; 1 , : . ; . 1 1 I I I 1 . .• . y. 1 , : .,, 1 I'.- 1 ,r .{...�..}-. , Y 1 _ .Js,1, N 1;';S b REMOVE EXISTING FASCIA -• REMOVE CE41NG TILE AND ( AS RECD •.�'4'.:y I •4-;i •J-•-t�-•..;.,• +,•I',•r,',•IS'},-i•I,':,•i'r,':,'3•I1'I';'i'rl-r�i•I,•r,'I-I'i•:,-4'r 1'r 1-.-r 1•r 1'•T,-I,'rTl T•..,..T..I 1_f vi': ' YYIr'.�_' +iiwl i�attt>tra>t _ _ _ __ Ill 1 , i S : ..=i fir' i r �•• , / . , , . . . . • t 1 , '+f ''tY• •i-I•��- •v:•:: i-0010.0.010:-0010-:v'_:�:-:.-::-:•:' 10.01::-:+:-0010«:-::-0011-:1.::.:.::-.r.:-w..• .'L-A: i. 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L . 1 ; 1 1 1 . . . . . . . , . . . . 1 . 1 . . 1 r,�'; }..r:.,,�,.. :..�...._.w:.t.� '.,.,-' I 1�1 . . . 1 1 . . . 1 . . 1 , , . . . 1 . 1 : : , 1 . . . . 1 • 1 . . r . . . . . . . . . . . . . • „ 1'1.: :. . . . . . : : ; ' ' , i�/'i•► ' 11 ' '4' •►i- I B.1 .T,....•yr•,...IF1.1•..rt..1..•1r......+,111•,'.• -.1-..�•..•..�..►. .I.•.►._;.-•...-1.-•.1•-•• . 1•t•r...,•,I.Il 1.LJ-Li.-1 J.• . ..�; :v. •-' • , , M . 1 , . , . , , • ; : , , ;: :• ' , r • . • • • • . : : _ . 1 t0 REMOVE EXISTING SPANDREL PANEL R REPLACE W/ :,lv. ,Irl 1 1 1 1 , 1 : : 0 0 0 0 : : : : : ' ' : : : : : : : : `;Irl : : ' ; : : : : : 0 0 0 0 ; ; : : . : : : : : ; : ' ;r • _ ' ;_ I MY1 "'4-:•:,-IT -:, CIU LAY. (SEE STRUCTURAL) 2 , , , 8 -� �_ 4 1A .1 J.1i .11..... 1001 L/-\J_L i.. ...N•_1,:.\a.r►..La a.► .1 J. .L J..A.. J.' • �;..'- 'A'_ '.L. 11.�..L..L . • . r I . 1 1 , 1 . 1 1 1 2 LY`` C• 4 a as son" A•Lw.DHe&%%. IlrrAr.1 , B A.1 _ . , _ 1t RAISE EXISTING CLU IAM •GRD 19. (SEE STRUCTURAL) QI�r •° -�� --' A 12 DEMO WORK IN MECN MEZZ. MAY � bi••• .•J ' 1 REOt11RE AD1ATOAL Cf.1l1NG DEMO • O (SEE MECH. DEMO PLAN) I I I I I L,"-. . r, + �� F 1.. ---A005 I I. 10 12 Ii a ._._. , - 0 2 4 �1. c 8 e 14 15 a 18 � 99 19.1 19.2 20. tD _aL__ - - --- a__ - - A •sr r r '- --{,q I 1 , II I . r �:3 A • vIr, I 1 ns., I .. 1 ,•, '�. 1 y �)__- 07 4 . ,i 1 • • 1 � !(f 10 12 , . . 1 C 1 17 REFLECTED CEILING DEMOLITION PLAN • I"-20'-0" ; 7 � - %v y 11.6. I TALK; 11ry -•..r,.. 9�Nw�1• MeY 1 +', , • I1. .. r • ' �` 10 . I - i I 11 - - I I t, _ , . y� xI 1 • tj1 , Y L I 1 I ,. I' . I� ISM. "�: A IL . 1, . 'S. +1 - � 4, ;­_ . I ' 11 1 .. t• • �.' t F. . .. . 1. '' � . I �, I" . - • - - _ , ; r. .ice. � 11 ...I , 1L . . a . ., i. , . . . , :1 .. .-� I .I.. . ­ . I . . . - I 11 I i � ., ". ' � . I i I � . .'I ' C.T . I . .. .. . - . I ' : I I I I _ , �, I . - I I 1. . I . � .,., . � I , .. I . r. . ,� , 1�1 '. . I I ., I . 11� . I . . . " I . . . '.. � . 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I .ocw. lY.i' i/ aY...a.+.."_.r:.f.w.vw.r...r1t�IY.•olli•,w.- Y' _ ^1,I.r ,� I ', �_ r i. 6 - S 4 ' � Y qtq t 3; ,h `- J 'i CITY OF TIGARb A Program for Inspection Services and/or Material Ttrilag City of Tigard: BUPa 2000-00502 Project Title: Fred Meyer Address: t 1565 SW Pacific Highway, Tigard, OR. 97223 Architect of Record: Sienna Architecture Address: 411 SW 6" Street Portland, OR. 97204 Phone: 503-227-5616 Structural Engineer of Record: TM Rippey Address: ?Civ SsU F)t6a�c�is ri:liln - -7.7544'). e7Q t?1LZ3 Phone: 503-443-3900 Geo-Technical Engineer of Record: Northern, Inc, Address: 9737 Juanita Dr. Suite 121, Klc%land, WA. 98034 Phone: 1-800-428-9798 Provide the J&"owing infornlahon for the testing agency chosen top,ovide in4.4.cljon services andior resting. Testing Agency; 4f�'SCG*4 T Sri V INC. Address: fiA� Box 2� 8i'� `rl : . T- nc M g Phone: The owner certift wrest ttnne abol!n�teO Age Agency employed to conduct the special inspections or observation; required herein. . , `LVR-fkf'Special /nspec"oa reports shall not prec/ade he need to have C(ty of Tigard inspection approval on a!! re-bar placemen[ Owner, w) m L"F- -7 u Phone: Print Nance: 1 A 0 f* 5 Address: �$fl8 sC .ZI✓ AV� Company Name: W—rV.P r. o Lhw �� �i�?o� The following ir'a list o eda Inspection and/o services required by the 1998 Oregon Structural Specialty Code and Tigard Municipal Code 14.06.010 through 14,06.040. The special inspections and/or testing services required for this pt»ject to be prodded by the Testing Agency, Structural Engineer or Geo-Technical Engineer o! Record are as follows: Steel Piles High Strength Bolts Soil Compaction Concrete to Include cylinder test, slump test and reinforcement Epoxy anchor placement Steel Fabrication and Erection Welding *Special Inspectors for the Testing Agency shall he qualified, to the satisfaction of the Building Official, for Inspections of the particular type of construction or operation. *Special Inspectors shall observe the work assigned herein for conformance with the approsigned reuwH la accordd PIM and ance with OSS[, Seetioaifications and t copieof s to the buildingnm aryi�rls and, a 11na1 A 170N��NM PrbN1r+ M1C; ' 1d fl p.. 14.Vr , rTV , i 16 PI 4'� 1.' N. :.Y l t. ;Isg J, F it���k �-,I�ai �a,.� • . S dry .'• .c 77 In -2wA D A STORE # 00375 , 5 Sw PA CiM HWm TrjdM, OREGON �.k GENERAL INFORMATION CODE SUMMARY ARCHff MAW 227.W% PECIALtvi SPE TIO R b FAX �� TYPE C'c FACILITY OCCUPANCY CLASSIFICATION state of ore on Structure l 8 � COMMERICIAL- - RETAIL SALES M - MERCANTILE O Concrete and Fialntw'rdnp staN • � CODES SEISMIC ZONE D Botta snswuse in Concrete ti. � WILDING LODE(S): 1997 UBC, UMC, UFC, AND UPC ZONE 3 O Spacial N.ru.ulnt-Resiatllla CenorWa PrMM ' A WATlN STATE of aaEcoN AMENDMENTS O RoLr;arcirlfl SteN 6 Prestr,salna ft"T011111111011111111 j I CONSTRDICIION TYPE(S): V--N SPRINKLERED DEFERRED SUBMIUAL O stlt.,.:'..��►Wesdirvj FAX &24MFIRESTOPPtNG, THERMOPLASTIC SINGLE-PLY O HVI ::!T0r.101 GOitlnp ` FIRE SPRINKILR: FULLY � NONE ❑ PARTIAL ❑ LlSL x > ROOFING AL1 FIRE PROTECTION SYSTEMS ARE SUBJECT tl` TO DF_FEPRED SUBMTTAt. AS PER UBC 106.3.4.2 O wtru:tu�altAetorsry WILDING AREA �M •r .� ``W�Ir .� D Iteir:.,rre:'Gypsum Concrete ENCWEERSUBMITTAL DOCUMENTS FOR DEFERPEU 5U,9AYTfAL a EN(LOSED BLDG AREA .____ 139.765 S.F. ITEMS SHALL BE EUBMITTED TO THE ARCHITECT O Inc::iaN:►gConcrete FIN e ' PAX __ �___- OR ENGINEER OF RECORD WHO SHALL REVIEW THEM G+UTDOOR GARDEN SANS AREA >),A113 S.F. ; ANU FORWARD THEM TO THE BU11.DI IG OFFICIAL � Spray Applied�=re-Raalative Malr.lalLl EXTERIOR TEnANTS __ _ 15.534 S.F. WITH A NOTATION INDICAIING THAT THE DEFERRED G Pilings,Drilled Piom and Calsoons a -- SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND = k' MV GALS" + M M� �A� `� •�J1Q TOTAL BUILDING AREA _.��_ ___-._�__ 164,735 S.F. THAT THEY HAVE SEEN FOUND TO BE IN GENERAL D Slwl:reta ���1(�■QQ CONFORMANCE 'STH THE DESWI OF THE BUILDING. p special Grading,ExcavedW OW I�" THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE AM A NOTE: SEE SHEET AO.1 FOR OCCUPANCY AREAS AND EXIT VAOTH CALCULATIONS INSTALLED UNTIL THE DESIGN AND SU9MITTAL O Mnolw-Control iyS MM 8*3M13ffS FAX -6 W- 32MIMDOCUMENTS HAVE SEEN APPROVED BY THE BUILDING OFFICIAL. Inspections .�.... k E3REVIAATIONS SYMBOL LEGEND M AT 0 OV OA GAUGE k Sou PLAN SYMBOLS OBJECT SYMBOLS „,. IL AL#D TM w NORTH TM 1RIIIKR/POUND on DOUBLE QALv QALVAw12LQ IIA NOT APPLICABLE SC SOLID CORE / �J � " CSIIIER LINE AAIO 90"OIIsN. Doomm" v an Wt w e NOT IN CONTRACT SCD SEAT CO4"ER DISPENSER lam 1�j6L eA WT DEPARTMENT OC GENERAL CONTRACTOR NO on i NIImm SCHED 204EDM \ �+ Gr pllRnfwG IroUNTAI64 AIX GLASS (GLAZING) NOM IIOM11 AL SO STORM DRAIN • ` NORTH ARROW AINCHOR BOLT NIA DIAI1EtER 4L 0.t! LAM NS NELSON STUD NCT SECTION CITY OPTIOMD AA 00007104" a" DIAOONAk OD GROUND wTs NOY TO SCALE SF SQUARE FEET APProwd......................... .. ._... ..., e( AOaSTICAL OM1 DIMENSION Lir► GYPSUM SGL SINGLE yMAPP .•-._. ..... ....__ ° 0 AOODCWM GASP DISPERSER SHT 911EET � k fOr Olw Sia M k " AaA1fTAGLE DJ DEFLECTION JOINT �.- �•.._. OA OypR,>,LL 9HTG SNLATIaNG01 'EIM�T _.................. CRIDLINES �.. __.-_._- y,;N a.� BOLL ARD .hb ANNNMt A11Lts11„_...,... «..»...._..._,( k , y ABOVE FMISH FLOOR ON DOIMI N HIGH OC ON cu if ft SIIWR SHOWER I)IN LnIN IF me '+# t ' AREA LIGHT STANDARD a DOOR Ir IIOE BIeB 00 OUTSIDE DIAIV�TER SIM SIMILAR -_••....................... ALTERIIILTE DS Q0041MOXIT DIC HOLLOW CORE�MA NDICAPPEO Ofd OWNER FURNISHED. SM SHEET METAL • AL&IMNAM DSP DRY STANDPIPE "m HEAOEYI CONTRACTOR INSTALLED S"D SANITARY NAPkIN OISPiNSE R Oft AwODW OIL DETAIL HDs*1 HMR11111110m OFOI OWNER FURNISHED SNR !xAMTMY NAPKIN RECEPTACLE I APPROMMATE DW DISHWMSHER I'vo HARDWARE It INSTALLED SPEC SPECIFICATION(S) ................... AREA MATCH LINE ............. AARC1aTECT(uRAI) an DRAWING NOT NEWT OHIO OVOKLOW ROOF DRAIN SPKUt SPRIN(LEF "'�"'�-� �- FENCE AS NOTED ON PLAN. AUTt111ATV a DIAMETER IM HOLLOW METAL ORIG ORIGINAL so SQUARE AUXUARI `� NO Now OPEN ON OVERHEAD SS STAINLESS STEEL Td r 1. � ---' IIpMi I10wi0wTAL arNc OPETNIIG ST STREET ..••..•.-_••..•..•_• •J E EAST M HOUR OPP OPPOSITE STD STANDARD NEW SIDEWALK .� BOARD Ew EACH NVAIC NEATINS/VENTILAIING/ Oi OUNCE SNL STEEL BUROIIK' En EXTERIOR Pgsutk\nm FINISH sysmi AIR oamon10mNN0 STOP STORAOE csi " BLOCK LJ EXPANSION JOINT N/ HOT WATER P ^_ STRUCT STRUCTURAL ELEVATION CALLOUT a SLOC91W Q ELEVATION HWY HLaHWAY SUSP SUSPENDED 2 .•.•..•.•••.._..•- DRAINAGE PATTERN ARROW. KM I= ELECTRICAL PAR PARALLEL SBM SYMMETRICAL • BOTTOM Q•' UEV O.EVA" L PC PROCAST SYS SYSTEM D. ........................ BOTTOM Coom*O ENCLOSURE p MIs10E ESCE TER PERF PtMORATE(Q) r FLOOR DRAIN - SEE MECH. BASEMENT NOR pNa1NEER /EDAM SICANOE'kENT PERa1 P�KTF.R L--- ----_ IM --•---------------- DETAIL C ALLOU T AIIE1NEII EP GACMCAL PANEL /69A HOULATI 1 PERP PERPRMDICULIIR T TREAD EO :QUAL MT 1111111111110111 PJ PAN,& JOINT 19 TOWEL BA1R - r' E" ELU/"ENT ® ..........................•• TRENCH DRAIN SEE MECHANICAL LNV w4AtT PL PROPERTY L11K/T'U►T[ T Ak a TOP ANO BOTTpM1 " -------^- EW EACH WAY PUSH PLAS'AC LAMINATE TOC LOP OF CURB �1� SIGNAGE GIAaEt. F� EIIC'ARIt WATER COOLER J _ _ PLAS CAIICH ZASIaN EXP EILPndloN ' IAN AvowPLYR>D PLYwO"O � Atte RCxN�I ...................... DATUM VICINITY,15T .1111110 PR PAIR T ►'ID 4 G TONGUE AOROOVL ._.,.SAME ••- ROOM NAME 7e NUMBER �--I M A P COLlw1ER FIASHa10 EXT EXTERIOR .// .,: PRE►AB IMEFAbPILA'JED IIIk THICK J CCON 101 GUARD AST VIOHH F K PIIF�IH PRE/rMSHED TJ TOOL JOMAT SINGLE SWING CON/RACTION .K1NiT/CFJUwG JOIST IA FtK ALARM OT 1010EM �WPow" PER AOUARE IY1CN TO TOP OF TOM TOP OF MASONRY V KEY NOTE ' A r C.IT d?OINiR0. AXLYI ID VAN ORIED/kNOCKDOW .....__._....__-- vV DOUBLE SWING ` IDC OtPMT11ENT tAXNNECiION KW FLOWATT PIT) PAPP TOWEL DIV1134SER TOP TOP OF PAVEMENT P OIR DISPENSER W TOMMINATION PAPER A0. TS TI/9E SECTION YENSER • , ^� ..•..-....................... N BREAK �r , CIN CI.EA111(ANGt:, PDI+ ITMMRIA110N ` t�.�1H BTR PAPER TOWEL RECEPTACLE 140 TElFV1' eN .. .. SECTION CALLOUT `-• SI GLE B F. CW CONCAVE MASONRY tllaT R FR CXTM"OUfAIER w LABORATORY PVC POLIN1INYL CLOROF TYP TYPICAL COL COLUbw /EC FOE EXTNNAU11111NER CA/INET LAM VIAIAT[(Q} a" COIMOSITION R IMMSiI FlOtlR LAM VASMU%VATOE( � V �T � _,,`"' DOUBLE BREAK k 04m CONDITION CONC MC FIFIC HYDRANT C~T _.___� © FAINT TYPE CALLOUT V ►OtAAQ Of pUARRr TIIF NI1i111 UNFNJhMEL --- --------------- -- u LAMDSCAPL ISLAND orY QUANTITY UNO UNLESS NOTED OTHERWISE •-•--•--- --- SHIPS LADDER F CO CLEAN CUT MS iTRE HOS( STATION LS L*MDSCAPW. U.L UNDERWRITER'S LABORATORY -j a" CTIDNN FL G LT LIGHT �- - © --------- •-•----- --- WATERIAL OR FINISH CALI.C�UT J IIAMSY---- �� ---.................•-- ALUMINUM STOREFRONT T � LM lOUY17R � WMICIED C EIl1NC PLAN N VAPOR BARR" Q ��� ) Fw alt MOOR 1M11K( IUIDIK9CENT Y OONTR COOMMACTOR FO FACE OF RD RA'TF ORM" VCT vlNn COMPOSITION TILE Item OOOFAINATE, MA3 MAS"Y REF RILF[KIICE %my VElt i"Al. ---,---..._... INTERIOR PARTITION TYPE •. ............+. C" OOR1r00R FOC. FACE or FROM Av VIMT _ For F ► NLLIn MA11D1IAL � :••: ? ._..-•------------------. OBJECT ABOVE - SEE ME2Z. S D A " CPT CAI�CT AR of INIBrI IIAX MAI4IIUM IKINF RII'aiORCC(0)(tINO) 1�Y VERIFY TI/tlt�ImQUIREDt2X ...........-:,: REFLECTED CEILING PLANS - Fall FACE OF MASONRY W2 UACHM SOLI CWC OOIINIASLRMI FOS FACET or STUD MOO 11110 L1 DENSITY OVERLAY NEIL RE OLMNI w (e� COIISSAI/C110M JawT III FIRE ACt � �ANICAL K ROOMDXION) w int CTR Co u � RK A[TAAND WET TREATOD S'NK RETIIIlr1.'e1NT PREs1MM1E TTTEAIEA NCAB ItWKM C°"�ET Ro ROUGH OPCHM W/ WITH REVISION NUMBER /7 FOOT OR MT Wee �� ROW RIGHT OF WAY � WATER CLOSET FTG• FOSQIO UND so wow wit MANUFACTURER RVH. RRA IM WAVER LEADER OF WE ^4010E /TERM /LIMMG uh MAPPIOLE WG WIREGLASsRE r LAI MPMW/IOWIT WN WATER HEATER l,`N�j ...............-...... VISION CLOUL a • wMIRROR W/o WITHOUT N , No MASONRY OPENING WIA WILDfp UK FAWK w � -••- _ IBA VIRAL MIXL WA;,A 11 r NOT TO !LK[. ., L ARCHITECTURAL STRUCTUR ,� L MECHANICAL ELECTRICAL OWNERS REFERENCE STING COIL Y04S A0.0 TITLE SHEET Iii C11Af� SITE DEMOLITION PLAN A0,1 EXIT STUDY S1.0 TITLE SHEET EO.0 TITLE SHEET F-1 OWNERS FIXTURE PLAN C1.1 dW S171 DEMOLT PLAN MO.1 HVAC DEMO - AREA :A' �•, AO 2 OEMOUIION PLAN M0.2 h1uAC DEMO - AREA, '@' do 'C' F-2 ENLARGED FIXTIJRF- PLAN CI 2 SITE PLAN S2.1 FOUNDATION PLAN AREA 'A' (SOUTH EXPANSION) MO.3 HVAC DEMO - AREA D' EO.1 DEMOLITION PLAN F'-3 ENLARGED FIXPJRE PLAN t,'1.2 ?r'.'k'�bN. 611E UTILITY PLAN AO.2B DEMOLITION PLAN H.I.C. S2.2 FOUNDATION PLAN AREA '8' F-4 ENLARGED FIXTURE PLAN M0.4 HVAC DE'110 - AREA 'E' AIC 'F' AO.3 REFLECTED CEILING DEMOLITION PLAN S2.3 FOUNDATION PLAN AREA 'C' (NORTH EXPANSION) E1.0 SITE PI-Air, ` ;H s1YE DETAILS S2.4 FOUNDATION PLAN AREA 'D' �+ ; " Mt.t HVAC PLAN - AREA 'A" D-1 SIGN PLAN R � � � �.l. � �- 5 t-$M SlIt DETAILS Af.1 STE DETAILS S71 � S2.5 FOUNDATION PLAN AREA 'E' M1.2 HVAC PLAN - AREA '8' E2.0 LIGHTING PLAN - OVERALL 0-2 ELEVATIONS - Cz,f a C 11APRovE IE4ITS PLrw COVER SHEET A2,0 MASTER FLOOR PLAN S2.6 FOUNDATION PLAN AREA 'F' (NORTH EXPANSION) E2.1 `7GHTING PLAN - AREA 'A' C-3 ELEVATIONS ; NiPR011EIAENTS E=7W OOIIDITIONS A2.1 FLOOR PLAN AREA "A• Mt.3 HVAC PLAN - AREA 'C' •.} • a>±��; 52.7 TENANT FOUNDATION PLAN M1.4 HVAC PLAN - AREA '0' E2.2 LIGHTING PLAN - AREA 't3' ' + SIR PUBLIC IYPfi01B111411ft PI AN A2.2 FLOOR PLAN AREA '11" M1.5 HVAC PLAN - AREA 'E' ( E2.3 LIGHTING PLAN AREA 'C' K-1 DELI Ai2.3 FLOOR PLAN AREA "C" S3.1 ROOF FRAMING PLAT, AREA 'A' (SOUTH EXPAIISION) M1.6 HVAC PLAT': - AREA F. E2.4 LIGHTING PLAN - AREA 'D• K-2 PRODUCE V-0 PIAN A2.4 FLOOR PLAN AREA "0" S3.2 POOF FRAMING PLAN AREA 'B' E2.5 LIGHTING PLAN - AREA 'E•' K-3 MEAT PREP > U.0 gROMOON PLAAM Ax.5 FLOOR PLAN AREA "E' S3.3 ROOF FRAMING PLAN AREA 'C' (NORTH EXPANSION) M20 HVAC DETAILS Af! C •HEDULES E2.6 LIGHTING PLAN - AREA 'F• K-4 FAKERY L3.0 "40 OET,VI A26 FLOW PLAN AREA "F" S3.4 ROOF FRAMING PLAN AREA 'D' E2.7 LIGHTING PLAN - AREA DETAIL K-5 EQUIPMENT SCHEDULE 1 A3.0 ROOF PLAN S3.5 ROOF FRAMING PIAN AREA 'E' K-6 LOUiPMENT SCHEDULE 2 A3.1 ROOF DETAILS S3.6 ROOF FRAMING PLAN AREA 'F' (NOPTH EXPANSION) [�I i V(� lJ E3.0 POWER PLAN OVERALL ` f A4.0 EXTERIOR EL.EVATIOIJS S3.7 TENANT ROOF FRAMING PLAN P LU M lJ E3,1 POWER PLAN - AREA 'A' CS-1 CARPET SEAIMNG t 6 A&O EXTERIOR WAIL SECTIONSAWTAILS E3.2 POWER PLAN - AREA '0' R A&I EXTI WP WALL SECTIONS/DETAILS SS.O CONCRETE DETAILS E3.3 POWER PLAN - AREA 'C' 2Q0- -1 FISH COOLS A5.2 EXTERIOR WALL 9ECTIONS/DETAILS S5.1 CONCRETE DETAILS E3.4 POWER PLAN - .,REA 'D' 200-388-2 BAKERY FREEZER A5.3 EXTERIOR WALL SECTIONS/DETAILS MP0.0 PLUMBING AND HVA(; TITLE SHEET 200-368-3 FISH COOLER ` �. E3.5 POWER PLAN - AREA 'E' +fir. A5.4 EX"OR WAIL SEC TIONS/Df TAILS S6.0 STEEL SEC71ONS do 17ETAs.S 200-3811-4 FOOD FREEZER A6.0 ENTRY ELEVATION & DETAILS S6.1 STEEL SECTIONS & DETAILS E3.6 'OWER PLAN - AREA 'F' POA PLUMBING OF-MOlIT10N PLAN - AREA 'A' 200-3813-5 MEAT COOLER TRIC �w a A7.0 MEZZANINE F,-hM9 & SECTIONS S6.2 PRODUCE KIOSK PLAN,! DETAILS PO.2 PLUMBNG DEMOLITION PLAN - AREA '6' 4 'C' E4.0 POWER RISER DIAGRAMS 200-388--6 PRODUCE AC DAIRY/DELI COOLERS � s" DETAILS. E41 Ei ECTRICA!. • :� A8.0 WALL DETAILS P0.3 PLUMBING DEMOLITION PLAN - AREA 'U' ;'• R-1 FIXTURE PLAN AA.O MASTER REFLECTED CEILING PLAN P0.4 PLUMBING DEMOLITION PLAN AREA 'E' Ac 'F' E4.2 EIFCTRICAL DETAILS R-2 PLUMBIM PLANr'I"I A9.1 RF.ATLECTED CEIUNG PLAN AREA 'A' R-3 ELECTRICAL PLAN i �' " P1.1 WASTE, VENT h STORM PLAN •- AREA 'A' E5.0 ELECTRICAL SCHEDULES Af.a REFLECTED CEIUNG PLAN AREA »By * r• R-4 REFTBOERAPON PLAN w � I 111E REFLECTED CCNJNO PLAN AREA C P1.2 WASTE, VENT do 5 ORM LAE' - AREA 'B' R-5 RO(IFTOP E5.1 ELFCTAICAL SCHEDULES P1.3 WASTE, VENT Ak STORM PLAN - AREA 'C' /MACMNJE ROM ' k �' 11"C1ED CEIIJNG PLAN AMA "D" � E&3 ELECTRICAL SCHEDULES R-• KTRWNATIbN SCHEDULE ' Pf.4 WASTE, VENT do STORM PLAN -- AREA 'D' Ey.1 ELECTRICAL SCHEDULES A" 111i UCTED CEII ING PLAN AREA 'E' 0-7 DEFROST PANEL - �' A", 'I A�.Q R> CTEO,GEIUNC PLAN AREA 'F' P1.5 WASTE. VENT �k STORM PLP : - AREA 'E' R-8 CASE CU1S/bET'AILS , ^`A �� " •( , Nt.6 WASTE. VENT A STORM PLAN - AREA 'F' E5.5 ELZCM%;AL SCHEDULES � __ LHn1r•t r.r A104 MASTE'Ff FLOOR COVEIMNfs PLAN R-Il CASE WIRING DIAGRAM P2.1 GAS & DOMFSPC WATER PLAN - AREA 'A' M' Yi a P2.3 CAS 81 DOAIE4T:C WATER AN - AREA A1t.0 " ACNF.MLE/TVPE* P2.2 GAS & DOMESTIC WATER PLAN - AREA 8 th"Mo. All.� DOOR OET�1N.3 PL C Al2.0 04VVW M7LW AM WA'1ft; lCMI'f1ULE P2.4 GAS & DOMESTIC WATER PLAN - AREA 'D' w-,',: X11$! A,EMEl�IT'S �111<1tI0R Q1IIA'1MS.-FLOOR' COVERING Pi AM ! OETAILS P2.5 GAS Al1D DOMESTIC WATER PLAN AREA P2.8 GAS At 'F 'E' :,VOW T!R'illDlt ESTI011's DOMESTIC WATER PLAN AREA 11111 .j A0N t ri' o• "its P3.4 RISER DC.4GRAtLfS R]!. P3.1 PLUMBING OELUL.S It wfr-Tow, 40 � .,.. .-... - -_ ,.,. ] - .. ._ •„_.rru,n. .. '+., .....»,....w.r..mrR,,:� .s r.we we wwr•-. ,,.. r o•ww4' L r.. ED MEYER STORES INC R RET IL RE. 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SEE Nr� CONTRACTION JOINT CORK" coNC• I � TO Im Ny"A TMIU saw" PAINT TY �IT1fLoRt SLAL,SING OR 000 MN FACE U++!T MlOOM Few ' @ CJ OR PLAN" , i aR RANDIER I CURB AIM 0011C. OR TOOL It"-"-----------FEy1'CC pwy ! !?WPACM PWMIDE 1Z` WE CUR& AT ALL 2 PROIAM E.J. NI JpgT TO 081. DEPTH t GRADE ELEVATIONS. THIS _ sowzks WHM �� � CiNle in X�ION W/ ENTRY DOMNSPOUT LOCAIgONs •� D011EL DETAIL, RELATIVE TO 0.00'. I I - PLANS SEE SHEET A�.S FOR LOCATIONS. J�^�Y FOR At ELEVATIONS SEE CIVIL DRAWINGS fi CONSTRUCTION JOINT o ( ( I I _~L� wN.l .loenTa di" CS,J BUTT CONST. JOINT ( H '-1 3. LIGHT MOM - I -�- CONT. SEALANT W/ w R TVF. I I I + fm*4 t !E SLUG-BASE C.3.J. 1/!1'R / / RADIUS ( ) � ' - � + I u _ ALER �, .. GOI DING CURB POURED TO �— _1 /4' 6UILDN�IC FAM /4 CONT. _ BAR OONT. ~ EXPANSION JOINT /! I—=1 ` — CONCRETE ~ ddi OtN"FTE WEWAUt g ._.._ . EJ —us,C PRENOInEo b ' ---LINE of NTIE, EXO�ANSiON JOINT FI+.I ER _ .../ �� (TYP.)_ CURBI_- SEE GtVL FOR AWL OFA. ` -�•_O` —r-- -z-y- -- 5'=Q - — /4 REBAR, EPDXY A �1R 1 10-•0 • OAS - INTO SLAB O 4'-0' OU4CICLOR' CAST r J WE TO HORZ. ROAR. MMI. VERT. '. 1 x , CONC. CURES 6` ` 1 1/21v / " 1.—or Dll-Al 1 1�2" 1'.-,O" Dll-A2 1�4" = 1'-0" D11-A3 1�/2" ,c 1'-�" DII-Ai 1/2" a 1'_0" Dtt-A5 " Z AD,YICENT MELOED T.S.---- y' y 3'_p• Aar ttwn FRAIE AS SIiOMM ON PLAN OCL HOLE N BRI. T.S. FRAME HEAD------ t "... VAN ACCESSIBLE PARKING SPACES SHALL HAVE—., 7 FOV VERTICAL ROD UF EXIT DEACE. CA'RONATE �----•1 1f 2' 10 STD. STL. PIPE GALV, AN ADDITIONAL SIGN MARKED 'VAN ACCESSIBLE* / i CATlR GUARDRAIL WIVIGRT. " , SIZE � EXACT LACATXfN MI/EXIT DEVWCt rAST RS 1r* ' FACE OF CMU WALL MOUNTED BELOW THIS S�1 04� L - _--- 3" X A' X 1/4- Km T.S FRAME 1 1C2•` • PSUPPOR TS ATe. Atj C' PRE-CCORNERS rrSsa c ISIALL L WHEEL STOP POST OR — IrKE ` FENCE AND SEALANT k BACKER ROD "'��"'�'•"'�'"' 2' 1 GATE POST 2 X r X 1 4 MFM I.S. NATE ' / ` T /--GALV. CHAIN LINK FE'N(,yHG ALOIG MATCH ELEVATION TYP. ACCESSIBLE _ NINE HEADER x X 1Y X 3 tA' TS SUPPORT - MELD ALL SiDEr TO VERT$ BAfIS� A CLAMPS W >ENSKk4 „ 1 -^-------- �` RADIUS ,�1 _ ACCESSIBLE PARKING SON. X t "RE ` - VAR w `— .) —HEW d" REINFORCED CONCRETE . MAX.J SEF 14/ 1.1 1 DEVCE r T^ • K,!. SLAB ON GRAr*. DRILL EXST, 4 �0 PARATE,RM METAL FLAT BAA � SLAB FOR /4 X 2'-0' SM00114 Oft& . FASTENED AT 8' O.C. � - --HANDRAIL. SEE . ACC!SSIBLEiy q * 24' O.C., GREASE ONE END d• A.C. PAYING 11 CURB RAMP--\ 1 d INMJ EMBED) • Fftail GRADE R SEE 3/AIA �+ t NE Ix 1 # + CONIC. RA;*P / LA " ^; K SUI-BASE ' • A�.�.f..T� e'-o' • VAN L___j A A _ ACCESSIBLE UNE OF HEAR A�_ - c . 4' am lTIM[ SPACE. TYP. TACX VaD MARIE MESH /4' CONCRETE CURB N PL � . ACE • 111 VWCE O C EAT DEVEIITICAI ROD n q:'� RECESS SLEEVE. GROUT POST 1 ' J EXISTING CONC. SLAB -� LF .' 1���fLAI BAR i/4' SIL PLATE. R00 OLAOE. MELD r0 T.S. GATE FRAl1E `�'''�. SOLID 0 is VERIFY LENGTH, DIA. AND LOCATION OF HOLE W/ ESOTOMj o WATERPRIX'i1NG MEMBRANE 0 3 t 16' O.C. 1 3,14' X 1 3/4" X 1 4' STL ANGLE. QLD � • • I � � \ � � TO Y.S. FRAMES (T1fP.S �—' EXISTING SUBGRADE I `---- Ix P.T. FURRING STRIP w FASYEIvED O 1d" O.C. 1/8' NEOPRENE WASHER BETMEEIN STL ANGLES GRADE *HERE OCCURS • 1----- _ ' 1/1- BST, WASHERS NO NUTS (LOCX NUT ON 91Y.) ' DRAINAGE FABRIC EL *ATH 4' Illy[ Stlllr[ T.S 3'XZ" AA NELD STAFDARD NUT 1D 00 OF BOLT 6 CONC. SLAB SECTION 7 ' CONCRETE CURB 8 ACCESSIBLE PARKING NOTX:: #LLS M 10 GUARDRAIL DETAIL . 9 GATE PLAN SECTION 1 1 2` 1'-0" Dtl-61 3" : 1'-0" 011-82 � 4" 1'_0" p11-83 � CAIVANI2�P � 1 1 '!, � 1°_ " DII-BS i / / /� 0 ~ 3" 1'-0" DI1-04 ROOF AN S'-10' 34'-7' 43'-0' 41'-4' H.C. ACCESSIBLE SIGN Awl OR 233 AS REO'D. .. 1 ao y TOP 1READ ` T— AT ROOF LINE r /---- 1' I.D.. 1 1/4' O.D. STD, STL. PIPE 3" DIA. GALV. POST HANDRAIL. WELD TO TOP AND SOPS FASTEN SIGN TO Opp. 4 SIL 9LADDER TO BOT. OF RUNNERS o ROOF OPS L HATCH POST PER MFR. HAND ASI •�' !' RECOMMENDATION/Os -1 z �I --- - INTERMEDIATE SUPPORT'S AT ^ 8'-0' O.C. MAX. t, 4 3/4' PRE-FAB. STL. GRATE CONCRETE - TREADS. K TREADS. EQ. SPACE TREADS ��� o UP TO MAX. SPACING. HIGH ' FM _ _ ' -- C 6 X 8.2 ST'RIN%RS W/ V-8' 4 jir NCER. BETWEEN ASH�dSd.4 BE G6RQEN STORAGEor 76' -c 3x3x1/4% 0'-4" WELD TO 1 s STRINGERS AND ANCHOR TO CONC. _ :. FLOOR W/ (1) 5/8 Ix 2 1/2' h7 C0 DRILL FILL w/ A EXPANSION ANCHOR.GROUT cf 1 4 _ ACCESSIBLE SIGNAGE 15 ROnF ACCESS LADDER f 1 NUS' SEE A1.1 SY _ 3/4 — V-0- o11-C4 1,/2" 1'-0" 30'x -O` ELECTRICAL PANEL PROTIDE WOOD SUIT CHANLMf y �•' W CLEAR SPACE AREA, NO GALES - TYPICAL (WATER LK TO CROSS AREA I i- WATERPROOFING MEMBRANE IN Wit V-4' «i SIPACE AREA � 1 iIE=1 1 � —11 1- 2` GRANULAR BENTGNITE COVE 16►.;, ' FOS • —�_ I---I 111— " r - � • '1 1 1-1 1 1— DRAINAGE PANELS WITFI + �• ;,!tom gy 'tom FILTER FABRIC % Sim C� {i r ' . . d + ► W�'kt ' I NAME: BICYCLE RACY r. � G r ,. - •,ii1C, GRANULAR Flt_L WAKE CYCLOOPS A• , r ' • + • �, i —► I�--- MMEL 1170•-13-P--C • no 4' DIA. 13ERFORATED X170-11•C MAMMALS x 3�4040rSI DRAINAGE PIPE 1' COLORS: (:LACK t MWX WA.w PI SEE STRUCATURAL CWGS. _ FOR SIZES AND LOCATIONS 20 81�Y � • >r i i o nl* 19 FOUNDATION DRAINAGE - - - 1" 1'-0" D1/-D4 N.T.S. ' NOTE: M17ER T.S, CORNERS - YIELD ALL SIDES, GRIND SMOOTH IIJN 2 1/2' X 6' HOLE AND COVER PANT ALL FENCE VERT. AND HORIZ. POr AND RAA :ae1 Y (TYP. • GARDEN SILES)- •_0. IN IREMOTE N (O.F.0.1.) MOLINIED T.S... HEADER I T�- or 3• X 6" X 1/4• WELDED CHAIN LINK FENCE T.S. FRAME - 5 POST AND RAILS ,. GONCEALEO MAGNETIC SAFETY STAIR N~ CHAIN LINK FENCE DOOR SWITCH FOR EA. 1/2' R. 3' T ~ MESH GATE. ARMORED CABLE TYP. J i y " MAF ' 1` 12 RE MESH RAM:� s 0. RUN INSIDE T.S. TO . 2 X 2 t UNDERGROUND CONDUIT. (O.F.O,I.) �' TYp TYP. 1 i HINGE 2" X ? . • X 1/4` WELDED T.S ' �` '�" h s ' A!_ GATES + R 2" X 1?" X 3/16" T.S. HARDWARE SUPPORT ( 1►r,1.a"""ia""""" r V&LO ALL SIDESti HiNGE ` • w 1` VON OUPRIN EXIT DEICE O.A.S. '"OKY • w39 STIIUCTURAL ,. i, ,�• y . ' �' c W/ TOP ROD ONLY. SIC"AGE TO READ • FOR lICIF!<ORCINI; - h EMERCENCY EXIT ONLY ALARM WILL ', 0'. INSTAJI. SIGN ON T.S. HAPAXVAR� i •w CWAM (SUPPORT ABOVE EXIT DEVICE y ' ♦ IR . ... (3) 11/4" STL- PLATE Rob OUIDES E,A../\�SiOE 1�Y� �/���y� *� �y i �A ` 1 J•♦�` s , ;. ,-, ' j"f ,.' - _ -LIW�ERa101M110 HN.\V\.DT �V \F/TK. I - J, A' — 1 GATE 1100" GATE V 1 4'lEE +t✓�`ti, , T.O., 01ti A!D IB.O. i1tMlE , SLY ZEDSPAIM 4 GA ECFV. AN<1 TEEN 25 CONIC. STAIR ON GRADEAlai. r,�t { .NLAP %Ric; n4„ y - '.r s •h. .. ' e .. ' . 1 �. ! 1/4* 4`t 1.—Ob D11• 'x{ . /4" � 1`—ON D11rE9 h .•,' ., �„ � '" r�y':� � .Ir f1:' '; •� +trG^�oi. ail: r ` . w.,-�� Y' tf.� 4 ,; i• p „ + �, ,ti° r. aar..� n �•h. :,�i�"MMBt�C , '^' .i< li` ♦ ( ..{; 8. S t - : (! 1f ;} .. arr'1,+7r. S`, 2' " �� • y ,�byµjy rp� ,y. • e iv of Io - 1Z 1 , 14 16 - I�� , . 1� ��11#'t�tl. 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BRIAR ORAL .;qRA.' .�---.•-+a---.—RA�1u COIL ROfwY' r.AyPEp OO� 4 II N� 4 .rTO& JOINT EQ YAL TJ 218 TIAL WIDTH NEW cREocArgp _ CroANo DEPTHRA MAB EDD AT saRewRlw�ill . s IS , ' P*III LEDPI�PC BULLARD, OOIIG. 01640 "Aas --TOOL JLSNT. SEC ,N. - CONTRACTION ,JOINT cow_ �`•i- INN. e' eITOBI no" TDP, ruo taRyi)wlwi[ T�iwu� ® } SIDEWALK �SCOpNECy. I IANFT fAPC1Y VILL" � BI1XlON0 OR COLUAI PACE - MERALA w/ LIGHT MOOY RWEEN ' ® 1P� OJ OR PLANTER .1 Olt PLANTER C.1 S 1+ W GO/G. OR TOOL Ir-----IV= POIT At COPACi011 -PRr+•OE Ir MR CURB /�T ALL 111--- .TONT TO OM. DEPTH I GRAlIF. ELEVATIONS THIS S(JQNS MM 110BN ON . ENIPY pOMI$POUi IOEIA/plt . iDOWEL AIL SEE VAIMS AUL CRAVING'STO 0,,00 - I - - PlAl1I L PMwOE (.1 w v.TUAL CURB TO AUCIN N/ SEE SMELT ALS FOR LWATN.INS CONSTRUCTION JOINT � I-11 'I ll_. � '�"m I + ' ' � © J suit 'T. ,IOwt 6 -III — a tFINT BMDGM CONT. SEALANT b M I- III. FINISH A. r 1 RADIUS 7ro. � I SEALER 1 R. / /[ ( ) 1 i-CQICREiE CURB PODpgI TO 1 ♦ • IUB BASE GI,J. /B - u - MM NKr. � — —. \ • =111 I__, /.• _ BINLDxHc FACE ' +' EXPANSION JOINT ` I—I I ' --- COMMtE —N BAR gONT. •' • CONCRETE SIDEWALK _ it EJ �Q]� E,I. sE PRENOIDED " / I W1°'EneOF I' e 1/2• IEE CINE ran ADD'L NFO. EI�AN41aN JOINT FILLER w REBAR EPDXY ANCHOR, OR CAST 10-0 • OAS INTO SLAB M 1'-0' OC. ORE 1 CONC. CURB & SIDEWALK 2 SIDEWALK JOINT DETAILS 3 SITE RAMP LAYOUT _ 4 SITE BOLLARD 5 CURB BAA LENGTH 15 AZ eBAR, MN PERT. i 1 1/2" 1'—O" 011-AI 1 1/2" a l'-0" 011-A2 1/4" - 1'-O" DI1-A3 1/2" = 1'-0" ADJACENT BELOW T.S. DILL MILE N BIM. O T.S MAW NERD VAN ACCESSIBLE PARKING SPACES SHALL HAVE 3'-0'� FRAME AS SNOMIN ON PIAN FBI 1ERIICAL AM OF ENT DEMO. COORDINATE 1 '//2- ILD STT) SIL. PRE �GGAAL1V. AN ADp TIONN. SMON MARKED -VAN ACCESSIBLE' 92E AND [MALT mGTgl W/ GIT OLUU. -FALNYCATTD GUARDRAjL 3w RT. FACE OF CMU WALL MOINTEO BELOW IMS SIGN DIM LAIN 11/2 SUPPOR75 AT ALL C RRSS 10 y 6' PRE CAST FENCE AMD —Y X C X 1/4. lam IS IRATE ": AiK�S+•Lc c_rul MNEEL STOP POST OR Y. Y - N11Q / \ • 6'-0' o.c. MAX. SEALANT R BACKER ROU / • f,� GATE POST Y M S x IUP �glEp T.S IN1E pALV. CHAIN LR/K FENCBW ALpIG ••I i 1 _ LINE KAM Y R IY R S Y IS 9RppRi - 1[LD ILL TO Von VCR T. SUPPORTS w/1E11SgN —MATCH ELEVATION TYR, ACCESSIBLE - - - - BARS • CLAMPS W 6' Rd1GGRtED NIKKEI[ . n I' RADIUS �?L_ PARKING SIGN. I ot r/F 1 - Y R Y Be W --_ , -� T• b ;q�• SLC 11/At.t i OEMQ IU T SLAB ON ORAD[. DRILL0- OOI ' PMATERM METAL FLAT BM / ACCESSIBLE _ _ I n •n HANDRAIL SEE SLAB FOR R1 X T-0' SMOOIM DOLS, • FASTENED AT 6' O.C. ( � a d. • < • O f1. O.C. MWSI ONE EMD 6• A.C. PALING I CURB RAMP. • . (6 MB O/EDrED) a FRMS" GRADE /J �("�" d SEE -1 ' A � 2% SLOPf / I I t COMM;. RAMP / LANDING _ _ L--_J " A d - RM-BArL • ^ _ ACCE • VAN -.. Is - 1 i I_ Acrsceln r SIALI_ ACCESSIBLE UIIF dF NEI�fR /4* • I L- � I_ - CONL7IETE CURB .' NAK fns(_- SPACE. TYP. TALI WELD IBR MESH . I_ w PLA[[ . W' OC. FMT IEMQ NR11Cµ ROC o 1 I RECESS SLEEVE. GROUT POST . _ SIL PLATE ROD WDL WELD TO _ �a EXISTING CONIC. SLA[ .. O IWEL ED TOYS NT BM T/LEIFF LEWIN, Du NO LOCATION OF iMILE /E OEWE �O � 'T i - WATERPROOFING MEMBRANE �' •IB' o.c. 1 3/1' X 1 3/1' X 1/r SIL AIDE WILD _ TO FS FRAMES (179 I "�-•-EXISTING RMWAOE 11 TE n 018 STRIP d - 3 FASTENED . 10' O.C. 1/1' IEOPRDNF 1MRER BETWIEN SR NIXES GRADE IIMERE OCCURS _ �1/Y DIAL WRI ERS AND NUFS (I= WT EI BTM.) A IRP '. :�•AIB� y. ��I 1 • - nLR7 FABRIC YIN P INANE t11M.[ TS 3'X1' T �{ )--__WILD STANDARD MIT 10 DID OF BOLT /.Yd 6 CONIC. SLAB SECTION 7 CONCRETE CURB 8 ACCESSIBLE PARKING g GATE PLAN SECTION � Y� MB1�� 10 GUARDRAIL DETAIL 1 T/y 1'_p^ Dn-sl 3. 1•_p• Dn-e2 1/4" ' t'-0" DTI-e3 DTI-BI 0 t t/2 1'-0" DTI-es F -ROOF AND STRICTURE W V V-10' 31'-Y O'-0' tl'-C �— M.C. ACCESSIBLE "- - .-_ —_i SICK �j,� A F 1 A OR AS REO'U r o IOP Q LQQ7V AT ROOF LINE 1 I' I.D.• 1 1/1. O.D. STD. STL. PIPE 3- DIA. CALV. POST HANDRAIL MELD TO TOP AND . FASTEN RCN TO HAA / BOT. Of RUINERS POST PER ROOF l#C S MATODDER N RECOMMENDATION NANO 1 ROOF TUXES NAIOI AS o _ �i -....-. INTERMEDIATE SUPPORTS AT l- -- / 3/1• PRE-PAS. STL. GRATE CONCRETE TREADS. E0. SPACE TREADS ~, - SIDEwAuc FDVZ HIGH om-lM( - UF' TO MAX. SPACING. / FMI TRASH EW1p$IRE - E 6 x e.2 STRINGERS w/ 1'-6' CAR. BETWEEN _ ,L•'R WA `•1 1 O 76• L3X]d/1'. O'-A- WELD TO • :�� I ' STRANGERS AND ANCHOR TO CONC. Bd / \ f8 0 i5 �La FLOOR w I s e r. 2 1/2* F --CORE DRILL TILL w/ ( / O / ' ..y'. GRA;T EXPANSION ANCHOR. 1 14 ACCESSIBLE SIGNAGE 15 ROOF ACCESS LADDER IIOLLMD, SEE .1 AIA SN 3/4" = 1'-O" on-a 1/2" = l'-0" ml-Cd 30 M SP CE AREA. PNIFl GROES- NOG RAi� GEM W E AREA NO airs - COOL ,,/AW WATER LIE M CROSS 'VRI` I i- WATERPROOFING MEMBRANE 0 .- 0 1 -.D' ,_I• r-dcr-IY FR RISMin- r CEM SPACE MEA III=I I _I I - -- -- 2' GRANULAR BENTONITE NYE hr 1 03DRAINA-_- I BOUIRO, IEESM ' . • "T�I hI;sI I I= ,wFILTER FABRIC of s YIN } 1 n y X. .. A 0 • " • 4 1 'ler Zi :Jw . ' W ws MAK: BETtlE AAO: © y • u L �^ ��.. YAX[ CHOPS Now IM :. 1• • I I l� M-T_ GRANULAR FILL - ■D- 21}o-13-Pi r Hst ra NIDE IM NAI 1' IXC. PERFORATED f'• .... . I • I I I I III i. DRAINAGE RPE ST70^i1•C YIITBIAIk 2-S/B'P ND BREL ,N�N2AA"J I CONCRETE FOUNDATION ON COORC BLAO ,. +�j'+YS rMR XLYA PIES-SEE STRUCTURAL GROS. + --� 19 FOUNDATION DRAINAGE LOCATIONS 20 BICYCLE RACKS � .; r� � vfo � on NOTE: MIEN T.S. CORNERS - WIRDf�fff\\�� A. ' ALL SIDES GRID SM007H - F20V JI])Qj /� N n PANT ALL FEN[ VERT. AND HOW. POS . AND RMS�pf,Ty]\) '- — 2 1/2• X 4' HOLE AND COVER L; (M B GARDEN SALES) •_O. �..// FOR REMOTE HORN (0.F.0.1.) MOUNTED 415. . . T O H,EKN IN T.Si. 3, 3' X 6- X 1/1- WELDED C"'A LINK FENCE- T.S. FRAME POST AND RAILS SAFETY STAIN ROBING (rn� 1 CNAN UM( .ENCS CONCEALED YAO/IEnC CA. STAIR DOOR SWITCH FOR EA. 1/Y R. 3. 7 MESH GATE. ARMORED CABLE TYR .' n Y X 2' MIRE MEIN �."FRAME RUN R ROE T.S. TO t' 12' -+A' P INNDERGRWNO CONDUIT (D.f.D.i.) luta TIP. ' NI J� A .1 2• X 3' X 1//' MELDED T.S. GATES 2- X 12- X J/16^ T.S. HARDWARE SUPPORT ,�I •, f F:. MELD ALL SIDES • ..� .AY - H RON • , WE STRUCTURAL _ * / RWCRN EONL DEVICESXONAGE TO READY FOR REINFORCING •�} " " • tv yr MERGEYNCY EAT ONLY ALARM WILL ° /�'XMNv. WSTALL SIGN ON T.S. HAADWARA .. •, M • i. . . FSS=T ABOVE EDT DEUCE I IA•.• . 1\'• *' -� L' -(3) 1//' STL. PLATE ROD DIRGES . N. —CONC. STAIR F.A. SIDE UNDERGROUND OCNVJT TO OUTLET wlMl N0. 1 „ �' GAR 1A1H1' GATE 11D1N NO1C: 1 4 TOLERANCE BErNM *• T.O. GAY[ Alb BA. FRAME . 21 ENLARGED �M.W.WIIss P NOTE A,. SNEEL ,OT, 24 GATE LEV. AINExiwOro IT'L 25 CONC. STAIR ON GRADE A11.1 •,°1 FI �.W WWIAr� LMI�Wi/, W/A.` � �J//�.'�.y\�\ WLVNN2ED PNl1 J_ _ I I ✓! V1 R ,�'. E �` ' f' 1`4. s 1,�pw _ _ _ _ D1/�jAI ' 3/4• s I -p" Dll-ES ,A, z - 1 °'A 7F�i' M �" :►a1V 'M '-S. y `� 1a. ,;,�,C ' 'A 'M " n . •'a-:,. - **•4�G►' ...•----"�-'--^--.•„✓-- i--fir-• � Ty .� - - �P A 1 t ' - I :1 III 1�1(Ii) ILIILIIIllIIIiIIIIIIJl�rt111111111111 I(i(11{ t Ililll'lllilt Itlllll 111!111 1111111 11111111111111 Illltll 1111111 Illlllf Illllil 111111 Iilllll 11111111111111 1111111 1111111 1111111 II t- �' u A. t $ - "ywA-e••-�""A"^+Yw•.w- •. IIBIPIIMRIOHIIXINyll71 , _ . ...•M_..- . ry __ ".,...w•_.. _.._. •.. - ....-._LININ. V��'�411 `�: �•. ;•�•,°I } �� r p.t,; '( ,y1, it xr-,• , 14 0 Yl At 1 •"'.. �. O!1 •.. Q1 1 1.1 2 12 14 15 17 C1& 19 19.1 19.2 ' 'P. '., / y11. am •IM w .w a . •Lal r - O p'' • i ^ pb "MARY OF Ex1EHT of ARRtlTEC11MIAl OtMGi-SET~ ". FOR SSE ' r cr° A •1 MFom"Ift 0• � I r 1 t r 1 A . >.� 2 TRAN _ RSI R.D.C. r 11 i19 141 1�? Lr I ��\ *74 R.2 r 1 - ire. i`9 MEAT 2'-91/2 43'-0' _ 40'-0' �. MAT 93 - -� f i I HOMEE� C. LEC. PEP Co(}LER 21-- LJ _ R �.. TT ft'' 1,�+ � �" N � FOOD __ .__ __ 1�'4r 21'-{y 2!'-4• 20'-8 _. _ 20_0" 1'_4"- __-_ 5 -� 124 1 FRO EN TOLK •°o.-- 1 t - �- R , ri n -" 1SOA I �4 1 6 /I2/ R.�. 120 I A2 0 l A2.p AS.t �. 1 `✓ LI IL - 12� 1 4A 119A 118A SEI. �I t jf r .. .. EXISTING '66 FOOTING- 1 AU N.t ` J �� Nt P.C. WALL rYv 1 6 - - - - -.. - -- PRODUCE DAIRY DELI Nat - X30' / w M A f ISN R C 0l ESR t? - I F PREP, dt r...P-� 11 I j1S AIE > STOCK I R N M N - LAPP IAN F5 i _ 111 110j ,�- `- --- -- + T- 04 -t- -- -ON _ -ON r i A�UI I I N >' �vlr1A - AIRY116 1 A mr BAKERY - _ 1 1 • 1 R I 1 BAKER !� 0 , •�' M.Z � 'a z4 I I �••.� _�5 AK�RY I 11 `1 � 1 +-- -+-- I A&T L ' AS 1 -=--t IFR 1 I HA ;, I N 1 1111 1 IT _ _ 1 1 r � I R2 Z R I A52o 1 ASSUMED FINISH FLOOR 53 1 ' )Ag HAR WA ATIN I 0ELEVATION 0.00 133 PP. (273.i5')Y -'f 14 B M I • _ - - - - - -- - - - - - ------ - - - - - - -- - -- - - - J.1 J.2 -4% 1 , 137A r• - . , A .1 9Y I J --- I - - - + -_L_ j _�_ i ef P135 - +-RO INTIMATE _ . --oi wlIwabl•wa•a•wwaJ- T I L 108 I 11,� -- -.� COOLER I I A ` 1 1 1388 AS CiT I ' r 1 1 114 113 1 ( ECOR IIv I -- 141 �VEXISTING P.C. WALL TIP �EXISTIK '87 FOOTING TYP. J N FREE 139A R 1 n -+- INDOOR N I EL NT 114x !�� � (� _� �_ �-- -}- -�•r s aal•w s w a aw aI aar aar w 1 C ---- F ;'. ``•.//-__- Q 1 1 1 1 1 1 1 1 1 1 1 1 ' ...r I I I I m f�. ti IND -122 -- r ,n I 140 �2 .� 1 A5.1 Enow - IPHARMACY 43'-0' 1 E i o 1 I TAI CONSULT v OR _ 114_R, I Ta1Rs170 - - 158A \ .. 176A' �( EARNING " --�' -- -- - - ^' p t �•. I o L ENTER _L 1 j,-. _ S� .F. I� 175 t I - L I _ N I o - PHARMAC r S.P P-77 SHQ�S e,4 J I AMU 162 R.R. ' GR. a 4 - 6 ��o B"''•♦• 106 1 ..159 r- R.R. ` 1 AUT CARDS K 173 I77A _ KRY 1 1a 156 1 151 ----•1 t{ I M N I P.E M. 1 A T1 JEWELRY �- °,• A T $ 1 ! F.M. P.C- I SHOE , j64 ice' CONF. LEC. HOM I TOCK ROOM OOM , NTRY 10 A 1051n a ' Fill1 I tall 1�' � r ,i `m.... �1 .� ri 0 1'-e / I °., A - - - - OTTLE a ' ° I F. R. / I t� I TAR �WOMN COR pppp , I to2x ,A . A.1 - _-- I -- - - - - - --- - -- - - - - - - - - - - - - 1 FOOD _ I - - 181 I ".414 r A � - ^t" '• 1 1 1 1 1 1 1 1 1 1 161 1 1 1 1 1 1 1 ` _ N ' dl I 11 X I��-�-� 11 t/2" 28-0" T,�yy I e I _ a..•..% mT,-T-, e h I ( e e As 4 F4 . _ L. - .. . w • 10 2 5 C NOTEW �- A5.2 A5.4 A5.3 A 52 TLE 8"DARY OF EXTENT OF- ,• '• TF�EUNCH ARCHITECTURAL nwcs-sEE „ 1 2 4 a 9 2 ROOM CIML DWS. FOR SITE t 4 15 17 18 19 19.1 19.2 19.3 20 0,0 20.1 21 22 ••' F. �4 INFORMATION A5.0 R F. t0 5�• A7.0 ` ' I R • r1j LPM "- AN006 ar tS 1� nr* A7.0 y kY ^ �v (D7 BLOCK PLAN LE M WOMEN K S - - '- k OD 12 10 17 MASTER FLOOR PLAN FLOCK RETURN SEE ELEVATIONS NO DACKER R00 CAULKING r MA50 0 .=. FOR BLOCK FACE T 11 s YPE. 1. ALL NAI.I wfrtSluNS ARE TO FA M Q ()<' 1�1' � ,t OMi1EN�ON TO CENTER LINE IS SPECIF1CAt.LY SHOYIN •a� w / '��-� OR FAC[ OF CONa1ElE, UNLESS OT►ERNtSf. NOTED OR TWt• PREFORMED CONTROL JOINT INSERT �atO.-O/ ,--. --- --- --- BACK OF PIER O SIM. /v CUNT. VERTICALLY. / t• CONFIIW '.11 ROUON WENOV UMEN"S FOR DOORS a wArporr{ cR10R TO COQWENCDAENT OF CONSTRUCTION. TAK clock* DMA. POINT F.O.M. ' , 3. 4EE SiRtJCTIA�At, DitAtNNOS rpr wAll c`ONSTl4UCilOk A ` t - REOUMED ROWORC>EMENT• CROU1NQ M. ETC. 4. nX KG" PAY" 0WOR04A'"ON SEE EXTERIOR GLM, ^•1••i�~' ELEVATION 044 M.O y' r 3. U11E Syl0p1N IAC# PA" AT ALL SURFACE MOIJNIEO OS•NCt! ` SHINK SCORED CORNER BLOCK • ALL SCORED FACES b. FOR LL OR wMLL 9ECM1N INFdM1A11011 KV AW PLANSHE ' 1 . M T� �i 7-a" BACKER MW AND CAULKNO ASp11NY pPEtl4l6 NE1pM DOWtS UNiCAS NOTED CT1E1iom i WALLf 0 SIM COND. 4, ' � DIM. PT. ,-r - •�• . . �� 21 CON TR ) , .JOINT r•', , .,, :� 2&'r OUTSIDE CORNER (SCORED) 1 1/2" t f:- - t 020-t4 jo IR r .S •.�,h 1 N4' - y Y; , • _ ... . � � S'7 Y t __.. . r a:'_. ..:n i ,1d� ',1 �i,.' +�. 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"M WALL WQPLR to MALL TNe LOEOO, EA f1i ' S TRIR OV GUAPOMC M . 1•0 511_ PR W MROM MSLMM }+ u• - I W a wY m "PL 1 OMLOMD EJTaIa, two A 9 ,PE11pp slim, - 41wa FILL W/OWWG ! POWN, W. &WAN FAM •A6L G) - • K aWa PAINT WNW WaJoK NY, LOO. ww" C •H I , in tM ! amwo MIOOM PAM) ■ARL. WAr IOCARWM I , x Vr . sA we J-7 NOU Air IL/LOM FWBE wB2 M/ ONIEA • I --1!C 1 WILL tvw Yee �yw weY NOTES PLANS HERB ARE WT[IOED TbR FL (Ey}1 •� 1 I BOOR Pi1U:SON1,Y2 _ 1 tk - 1 _r 218-Y RAIR 1 PMOMOE SOIARI AMINUAWOM YAMET i41 WALLAtJ M JT-Y IT C PIIW CODR W/ aIL � c ----- --- x a coIPIEP awm a N SND CN 94Ui I I mo I I ) SINK MLTK 6oFAlE '. t ! sLM i LOCATE PAP1R IWYl OISPCNSq W/WNllla IwoNMSI ;. AMD DISIMM}IG ARG AI b• A r I [: 71. -i2 1 / /I /-17• O ! YW1T 1111, AND MSUAL n4E. OPSMq TOLL, PiOwRo IR - a 2eE eE }I'f ,J EMSIM! OMAYC TILL k" ! wW.S - A[SD IAM, IA1fAR1 f ' x YMARAPAMT. RENON • AEMSTAu ENS1M0 M 00a . —AY 1101 �'IIEA1 xANMK SIC PROIDEO NLW TOILET AMVIORES N IWOTI. orJORA11 1'- S-i t''1. 10-0• __ 20'- •. - A) 1:12 &OPE WDr E --,}I I12 9PC DOM M o t gNsNjERK KNOBS µpi _[Ks P ' ' 2. �� A/0 )1 1 1-17' lt-Y a 1 WtOrILpMpRE Ip[p,�I�MMALpLS,)yN�CAxE50 TO M�/Of ME W41 S tow ��� o f. . CAS; R 2 wSRR ROOK WLe1,NG PLN SOEO RnM R.ws 0111 i "S u SIC(. EJ - • • 1�C5j�[MN4 IY AAND TOOT100"0"CUNISSYl1NC51WL�EMR FLOORS. a V 1 / COIIG[ A) [A1EI,M11M41S e �� — — - - --' is-e ey R.2 P'- i s FURPIq swag[ Fa aunts 1111 I I — 1A ti x.. s. Fa Wryy ctgx rn0[cTI NS. SEI NO R". `R-- — --.- — L J L--� g D ). FSOMMEDUL11 Al2,0SOON Y[ MT(XIOI1 nMSN (S W/COOLEA POL MANLf. �.� _ \ -� _ 1 S, IgCWRpNAR OIP6 MIO CMLW Wtl1 lDEA/1LIN5 T Uut) / / 10 WALL COMSTRUCTRIM AND MESS NJALVIT W DOORS Wi ANO 51mrRaT CpRM{2 D, A TOP n DOtlI MD/M STOWFININALT__ y I ie 11. F fAAWI T 1UNLESS SUCxS TAI COOIu .AND 111E mE DOM 1 > n• d1 I 12 xx It 13. Ix Y YV, 12 INSTALL SOAP OTSP NS- S' NON RACKSr wW AT ALL SINKS. U N.0 /2 ' L T b / CMN r-, _ IZ Y INCE OEPT IROOPTO MAN OP" M Y-O• SO. AREA AT 1000 L I 1 II' 1`41 2^1 1 14 MCA FFuroulo xnT CONCRETE Siw'ATT ALL D. y .. '' /,-tgz- M--amm- SIC/E I I LJ _ RAPLIAIRMG ANDW RPlU1WMC INIMS. OIAIIOM�— IS FDR PENEYATTWN AT NEW ON EXISTING RAnD COIST„UCRLINut SIDEWALK LEGEND SYMBOLSr --T TACTILE WARMING M:A W/ INTEGRAL COLOR Tca�� W / aBOTTOM OF CURB TOO ,.II.S2O� FINISHED GRADEII. PROVIDE E.J. IN CURB TOAUGN W/WALL EEPANSION JOINTS 2. PRONDE E.J.'S AROU:10 CONCRETEPIER BASES�I _____.._... _ _..-.. rl ^ JFOR CONC SIDEWALK JOINTSSEE GI M 2 1 IA. ALL SIDEWALK CURB RADIUS EQUAL V✓ L`_'J 7'-0• UNLESS NOTED OTHERWISE,S. ALL SIDEWAIJK DIMENSIONS TO FACE Of CURB ANOUNLESS NOTED OTHERWISE. I E11TERIOR FAC[ Oi CONC BLOcw. � ;I �FY QLYA . CL vWnstew 1QR.a_ GIAL 1" 1/2' EQUAL HA . WAR T TRO tj 211.is OPE -- 1. J 3 3yam - - - - - ---- a.2 _ FIWOR FLAN AREA "AWw- 1 `Lff111 IIIIIIIIIIIIIIIIIIIIIIIIIWIIIIIILIIIIIIIIIIIII A, 1. a. t A. ' "NsFd•� -. •--�.. _ lotSri nIL�uIIRRInuIfEMnd� ' yy "4 A a� ice: I.' T ' - y I ..'. � :, ;. : .. r,1. �"r' •t. • ` -• . '!S `* '3 .4 ,. � `{•!•i' •,� y i •r :'.. �-•....�, a .w• 1[.. . �" „ r , ...• : ... k 1 :,.d t ! r'- . i .-t ;,tea. ` ; "�'. n, i r J • .!' ! .1's. "� 4. ,T _ i • - .. r { , '"'Ih1r"'•I•r"� 1 - ..I "g• ,1 ,� J II°' •.s s i t r ay 1 _�• y 'y v F K'. yy l •�� ... s 1 ►M. RATED SMALL. RIFER TO MKT. TYlt I 06 JU BON 94 0 STEL PPE GUARD POST. 4'0 STL �WE •BIATB%C IWIBIl10R, t� 6'111 MV. STL. Pff •IIIIIAOIN , 1XIL40. W-0- AWA AND KLOW EX PAINT SAFETY YE low, VIY. LOC W/00"Im. 1 I x I QMK- I" W/ CON- & ROUND TOP. INTERIOR PAINT aAOK, t I I ! ! 1/r • STL. We 3'-o' ABOVE t --w mow FLOM, RECD It 1/4" STL. CAP A GRIND SMOOTH PAINT BLACK, VERIFY LOCATION W/ 011HIER. o + ' wa um TRENCH GRAN �^ C WALL TYPE. M a.a �rlki` KEY NOIES (KEYNOTES LISTED NERC ARE INTENDED FOR :# FLOOR PLANS ONLY - . r� I 1 P110NUND DE SOATTLWAMA BLANKET INK WALL/C[INIGie a 2 $S CORNER O'ARD " -6' CON(3iETE SIM ON GRADE 3 SS END CAP t , W/ N • lb' 4C. EACH WAY + AT CENTER OF SLAB C4 SHUT METAL CLOSURE ya: 4,•t'r' r O O O I \�ANG DIVELOCATE NSING AREA ER YOWL A' ++rA.r CONTROL MECNANISY ti •. Fp I 13 EXMTN4 CERAMIC TILE FT r- A WALLS - ACID WASH. REPAIR +• t I III RLGROIIT TILE, AND RESET•► TILE E1GSTINIZ TOUT PARTITIONS - *,1 RVAIR/REPAINT '{EMOW * RENSTALL ExISTING 011 OVM ! PROV#D NEW TC417 ACCESSORIES AS NEO'D r1 5EN�M�N°TES 5• + 1 N 1. WHERE NEW WALLS ARE NOTED^TO ALIGN W/ xSTINO 973 IS' MATCH Tw NEW WALL TIMCKNESS TO THAT/j THE E%li WAIL. 2 FO rfo pOV N S SEEE ENLARGED FLOOR PIANS OR .o MASTt'R (�Qt 3. 04EAF C7ARl5 ABUT SEALED CONCRETE FLOORS. � t FCF I // SEAL FACE AND TOP OF CURBS ELM. 4 ►y I Ly 12 1n 16 7 4 / '1� 4 ��[�[ Ni OF NT[hOR�.Tll1? 1T��AA�����ONS AARR11��t TO f 2' 11 1 i FACC OF COIICRETE BLOCK AT CNINIM WALLS I SIM. WILL OPENING W/ 2x NR. SIM AND , I s. sEEC�wrN CIR MIO DICKSCH /11 F'oR COLUMN R. IO t2 �� BATT INSLN AIM W, CEMENT 7/8' F1►�.MlS�• M AT -' PLASIER STUCCO FIg91 W/ OFATHER LP . t2. 22 RESISTiIf_ BARRIER AT EXTEMOR AND 1/Y 112 I1 �' 12, SEALED PLYWOOD AT INTERIOR. FRAME AND Ii. :uw' »:.Li CTION CGM►11.TK>rIS. SEE AP 23 r SEAL AROUMO ANY NEW C01 WT AS o 1 ��"'► PA P � SC Is '� �� + PENETRAT"S. 7. i E FINISHES SEE a'IIERIOR FINISH CR �-- _ hl ! 1 1�4 kL N i2 6 ---t -`�^\ F ! SCHEMlaNAT7 CURB AND CoctER DOOR LOCATIONS i�•► + 12. RO ENY v c► W/ICOOLER Box MA lJf . � �► 12. 9 NOT USED FOF �u 10. WALL CONSTRUC'nON AND FLASHES ADJACENT TO DOORS I4 14.7 R.R. = -•' FOS AND STOREFRONT CONTIN IE OVER IOP OF DOOR AND/OR 1 �+ ze 6 23 STOREFRONT UNLESS NOT[O OR DETAILED 01NERMASF- f2. 11. FORMROBACKS AT COOLER AND FREEZER DOORS, 4 '�'12 p� PIPING LI 12 , NA F TTf-�, 119A .-- 4 �QF _ 12. �T� so� aSPEl15E:RS 3• ArOVE BACxSPIw511 AT ALL -- --- -- ti* 13. SLOPE FLOOR ItLOOR DRAIN N 2-0' SO. AREA AT FOOD •' 1 I I 14 CONTRACTOR TO PROVIDE SAWRITTINO, TPCNCHNG• � ALIGN 1 1s � 1. _ � �1 - FISH- Z'-1 112 2 BACK nU AND NEW AREAS OF TRENCHINGCFOR PLUMBING AND RE A I I AT ALL (�I{� FASCIA 4 6 2S'- 6 12. lb'-e"� / 12 t2. PRICER TION, 1 ABOVE SEE PLUMBING AND kEfER,fi1:RATION DRAWINGS, 1 ,.- =- - '•- - - - __ _ ._ _ _ _ __ _ _ _ _ __ _ _ _ _ _- - - - PRODUCE DAIRY LI � r / ♦ _ `� � R 15 FOR PENETRATION AT NEW OR Ex15TgIG RATED CONSTRUCTION. N.2 - - I C�� ♦ I ,e 11 12 11 SEE wt- ►? AT FI ♦ 1 1 0 - APP AN P. do 1 , r ♦ � 1 r r ♦ FOF on , _ - -- - - - SIDEWALK LEGEND C I ♦ ♦ \Q2 s FOF SYMBOLS �Ammon- Jw ♦ ♦ 2.2 12. AIRY ` TACTILE S , =_-- 116 -Ft - 9 1/2' 3L'-Y 10'-9 1/2' WARNING AREA W/ go. 4mINTEGRAL COLOR IMML1,0000, FINISHED. FOS 1 & BOTTOM OF CURB E A7 T� 1 FINISHED GRADE NOTES AK�RY n 1. PRnTADE E J. IN CURB TO i M 10 1 2 4e I I� ALIGN */WALL EXPAN&.i4 JOINTS : 12. 12. II FASCIA 2. PROVIDE L.J.'S AROUND CONCRETE I 11 ER .-:.• S'-b 1/2' 3'_0' 13'-T 2 1/2' I) I 3. FIOR GOINGS SIDEWALK JOINT'S SEE0A, (M.2 - Tt � I II zr %AK'RY � IIA. ALL SIDEWALK CUI'1B RADIU', EOIIAL3'-Q" UNLESS NATE,'> OTFIER::"'�E I) S. ALL SIDEWALK DIMENBIO�NS TO FACE OF CURB AND 10 FREEZER VENT EXTERIOR FACE OF CONI, BLOCK. _FOS all a 10' 15 PIPING, FURR OUT I UNLESS NOTED OTHERWISL. • WALL AS RE0'0. EXYTN STUD ' _0. 6. II TO 1S'-2" AF II II I ICE CHUTE F Ar EXTerNYS II : IN CEILING D � FOF - G12 �B • F - FOS ,I FOF OF i. I II L_J ,B IL 1n E -�,� 1 FISH 12.3 ''' ,q f 7 24 II R 23 14 I eeNO PT. D 14 14 II 1 L+ tx. = AKI_RY FR 7.ERIm 00 10 '2. i / -- - - r r FOS N J 2R ® vI'sIona r '. 4 moo. r z„ r Il>r le" ltll N; .• '. � tLA'INFos FOoF � r�C „ 10 ,d , loe 12.T1 �� . o� 14sC 23 r . �/� r " 12.5 It �� to y in � I - _ ^.�-•IF�-FASCIA in B 1S 4� '/ ,e. �� �• 4v 0, -L_ • -- '1-,+- AVE B ORtO \4 Y-•-- i z _ + - -- -- _ _ _. ._ _ ______ _ _ � I _ _ --A- 13,�S 12 r }- KE`f PLAN 5 TOR I 2 137 AT1 14 I 11 f ;I + r LLT. TRK n II EQ. EQ. �r �, G, � M T _ .w. r t N II PR `�.✓ � _ ;,, •� , it II I - -cum __-_-- ••-- 11 0. yo 1r__, F05 s Lj 15 A R*«I tltU r• a_t t NOTE: CURB DIMS, TO OUTSIDE .. ;,, �_pr• J'-! 1/ FLANGE OF STEEL ANGLE & BEND POINTS IV4 0OR FLAN AREA "B►" °, •� . � � ��+ Jr . . � 25 ENL �"��"`+��R PLAN ., ;. ~•.. F :' rt - ,; .. n �;� ; •_ .. :�/ewe•,-I� 1. ., ! .� �r. - ewrl.rr . .-....t..•.o .... R w 1 4w n aeg w SBM Bw>sIgM1E6.M1fN ++ti i ► � +� r I� i ., ; ` > ,, ' r�;.yrs i. �J��, �' '' 1B of TS at: .. : ., ., •. .. 1• •' rd7..s=fy f?.'' .L ,.T, ..4,,.. .. '� ..-- n++YJ•116----• -- +�a='.rnm , . /Ilii•'.w5 or. �:, , � ,, .,. " +jq i 1 ' ^ ..r "' "�"'�". • :V'.w " -�.. y 'YJ 4: .:..�e�:b-}.t_.....,._.,-.__.... _.•r, -,,,�,•�,,,_ �, �",�!• t e u • 6 a• • � ,• �' 'I Iia ? r . I- � � � 1 ,• ' _�W�I llllfll If1i� 11 IIIIII I11.I11 �II�I�! II111 I , ' �• Ilrllll ������ VIII IIIIIII Illllll.11llill�lllllli Illilll�lliiill illlill�lllllll lilllll�ll(!I(I Ilflll��lllllll fllllll�lllilll Iflllll�lllilll IIIIIII�II �f . IMI I I, A, AV7 ar� A f t •«`. AY I�IIr IndI01HR1�� RnIlI11111I I1R!11Rd1 11,11RIpGn11111Rloll 111H1111R 1�Id 1u1111f11IrIII1�IR11 f l 1 +e•w-.+••►..+-.le: :y R •.tw.rr.w.-.^..w..v-»_••ti. r a ' !. , 1 . .i f.' '.'w4• ..,Mw-..•Yr. .•.AI.iY• .m.• YM•.•1 Ea:J fbl4�..1:. .h n,.-, •` .. . . v , • .P .•w+nw•w"a" .-N . ,..,_''..,•.,,+rel..,.•r.-...,...e......n-...."'...•,:...,. .,.,1.........,...,....,,-.. , .... ..:,aa..-...w.r..•,..,slaw...•.,•,.•,...:•....,,,.,...4..• .•..«•..n..11r.. __..._..,,....r..+iaik. F'. ea '+ r .;r ♦ • . .. - - h' ' i -'•4.t - q�Iu_yct T'�'.-'�.1 +<:Y•'R�i.'S's.' 'w!',`"A -F. r c.r.rR+�. . - •b - �ry. - � -.'' .�,'+ 1' "�.' r u'1. ...'.. '.`. +�° .,- � :a •?��. �!x �i• i. ." '�Lu. _. + .. •t-a"�f•'-tee... -4 i t`.� w_r r 1 "' !!.1 ;a 19, 20 �. 25 22 f'' LEGM0 ..r . f' ' AWL 0 1 HR RATED 111ALL,,'BB a TO Wk, TYPE L&QM, SEI r + t SNU PIPE GUAID POT. 3*0 SR. PIP[ 0 BAaW INIADIIDR �' t+ r „�:'. I : ` ti,. a, ... � S� GALV. till. PpE •MIK1tBIC El11EWpA 4'-D' AL�OMi_ AND BELDBr � I" i / ONADE. FILL >w/ CdiC. & IiOUIND 10P, N11EBI1'IR PAINT B(�A1CIL EXTE" PAINT SAWETY VELLM VFY. LAC. 1FAYJtA[R. =' I ,y yr, � / •er ,t I 2 1/'d* • SR• PIPE 3-0' ABGVE A 1'-0' BE! - r FLUOR. �» 1/3' STL. CAP A GRIND SMOOTH. PAINT BLACK. 11!'RIFY LOCAIM "r W/ uk"P �•: � TrlE►Ica+ DRAM WALL T►PE, SEE 2s 4 0) KEY NOTES (KEYNOTES OSTEO HERE ARE INTENDED FOR a ° ' is I FLOOR PLANS ONLY ' i > PIWNDE SOMD ATTENUATION BLAWKZT TIME W LL/*ULB10 II I I 2 SS CORNER Gt1A�'1) /! V:•` r 3 SS ENO CAP r 4 SHEET METAL CLOWNE `. ul 4S ," '•. O LOCATE PAPER TOWEL DFSP[NSER CONTROL MECHANISM AND 09SKNSW AREA AT 40' A.F. 1 I EXISING CERMMC TILE FLOOR A WALLS - ACID WASH, AEPAIR A NEGROUT TILE. AND RESEAL TIL[. EXISTING `�OILEY PARTIT102 - AEPAIN/REPANT REMOVE k KINSTALL f"TV*o OR Ow" 6'-•O' H. CHAIN LINK PRONDED NEW TOILET ACCESSORIES AS RE0'0. Y FENCE */SLATS. + • s� • ^� N T�yPIT BUII.ARDS i NWA N0l_ ,920' . 1M1EAE NEW WAILS ARE N!►Y[T! TO w/ ExST1l� MATCH THE NEW WALL TF ICKNES.S. TO MAT OF THE X93 WALL. A 'WWIi I INSTALL NEW BOLLARD / (j 2 FOR WAASTER FLOOROOR VCORVENOG PLAN. "iOEo FLOOR PIANS ON s TO REPLACE EIOSING 1� J ,_�—___._ k � S 3. WHERE AIRES ABUT KAL[D CONCRETE BOORS, SEAL FACE AND TOP OF OURWS PATCH ! RIYAIR ��-� 4 UNLESS WNOW o Ow[hswNs AR To — ^' RAMP TO MATCH iBIG ,1� . CEN TE OF L AHD 0 F�[ACCE�gOLF�COMM SLOG AT [1fTERR10R WAlls FURRING SCHEDULE FOR COLUMN y O• /'- KLOAN RE TE IAT 0 ti.4 f. PACTOR •" / P •. iql WAIL OEFIECTXON COINIECTIONS. SEEQ I �. � � .. t1' TREADS 1. fOR ROOM f"SHES SEE INTERIOR FINISH ---- - 7' RISERS - -- - --- -— - --_ SC'NEDULL Al2 0 r-1 11'-10COORO. N/CI VTI S. COCIPOINATE CURB AND COMA DOOR LOCAAONS W/COOLCR BCK MANN.' r F 4'-0• - -_c L FENCE 9 NOT USED do HANDRAIL 10. WALL CONSTRUCTION AND FINISHES AEWACCNT TO DOORS � 1�M"OONTT UNLET SSS NOTW NUE w DETOP Of TAAUD oYWR�/� O� S 1 a'_4• 24'-0 t/2' 273,93' � 11 F'pl HOLD BACKS AT COOLER ANO FREEZER DOORS. r ' �I SEE 4 1 ry -0. B 22 .12. 12. 12 WSTALL SOAP 09PE'NSERS 3' MOVE r'IACxSPLASN AT ALL �� ►t --- - _ -_ !'� _ _. _ . . - - _.._ _ - - 7 7 sows, U N I. M�, * (' �jLQP[ 3, SERvK OOR 1/2 0 DRAM IN 2•-0' S0. AREA AT FOW DRAMS co f 1 Cl 14 COMiRACTORT i0 PROMO[ SAWCUTTING, TRENCFtMG. ba i 2 1 BACK FILL AND NEW CONCRETE SLAB. Al ALL NRT(1 WAOV R 1 x AO- QM1 SILLT� I FOR FURRING ALONG SfEAS OF TRENCKWG FOR PLUMBING AND 6tEF[AIGEAAMAND ORAMNO3RATIOM. T2. 2 EXIS Nti C1'E.I'1IN �p. S-11_./ r; +� t2• 12. 11tH O AZ A►,F.F tDR• MASONRY WALL SEE 15 FOR PENF,TRATION AT NEW OR EVSIING RAYED CnNS11111CTION, Ivry i ' 1p SC Wl"R11ELI I A _ 1B t _ . _ SE[ , n IA A0.0 ` ` 49'-3* 11 FO CURB - - - H R N M N _ .__ - — --- - - SIDEWALK LEGEND IV 13 110 109 t2. SYMBOLS FOS 12 / III TACTILE yF Cb / III 'a�h = INTEGRALWARNING COLOR/ Is r' p .) 2. IC-9 1/2• D-6' 23•-9 1/1• Li FINISHED GRADE AT TOP ,. • Ii \ NIL & BOTTOM OF CURB ! FINISHED GRADE FOt NOTES _ - - — _- ---_.___ 1. PROVIDE E.J. IN CURB TO `� •. ?,t A I I I - - Z "" 1 ALIGN W/WALL EXPANSION JOINTS M +^ 2, PROVIDE �.J.'S AROUND CONCRETE ee• PIER BASES. •i qp A i%C% I I L., r 209,/ i + 3. FOR CONC. SIDEWALK JOINTS Q y d �p 1 ;�,j 4"� �;�� wi,. •y ' ' I \ I ( 4. ALL SIDEWALK CURB RADIUS EQUAL 3'--0' UNLESS NOTED OTHERWISE. !S. ALL SIDEWALK DIMENSIONS TO FACE OF CURB AND EXTERIC$R FACE OF CONC. BLOCK, /' • , "' / \ I I UNLESS NOTED OTHERWISE. tu ' Aw • `" ., r•.lb� ,X � ,t — � II ,;+14!x! l�•4 1 NI 5 �x�' , i .'� 1 ?, yI FUM OUT SHEAR WAIL / GYP BD. �y., w, �� ,�. ,`•V• I � AA011E SNFLW>wli; FIX. � TMP. R •'vlvlon �' 2711 yi �• F ►'1 1-"W'�- nlin -"'�' T'^ ,rw -.r+ M.► � • ....�r— r i - ,_.-- � _.w��'�:�1� .r, I�A prow"ov INnMATE 1 4 _, .-.._... _. 40 C r r FLOOR. LAT , AREA , C M' 1 I sx f 4 1r �7"` l,Ip.r: i ty ,11 r' v ,YI,L t.I:• �i..�r�• *' ., �j�: .. f � ` - f" . w mamma 1. •.1!4 .,�) r �i.I^L W^,� .�i`' ,�'� 'bh I i *•.moi - r,K1 ° ti ,,r ,, '�. r: � .t' '.r.•r t 'M {yf I r-• L s.!- i.. , 'f�` 1 Oa, tr 4 ,. l '# I .tf ,,, ' �6 X.j,..; ALIT'! ��•.I L1 .. I # ,, h., 1 ,* !.. � 1191111111 8W PftNdffftA '1 SNk , h1. 10 12 14 16 + - ` I ilIII IIIUIi�IIJIl11 (lilt ! 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I PN0".KOWRyyW�TOUT ACQYSOK3 AS RO(tb�ryq MI�� III1�1'II' 7J I j I GENERAL NOTES T,E *W NKL Ns Ku ro 1NAT OF 7K [Wlsls Mtl • 11'-0' IIFDLA C'ORC— 11 I \ I ,. fS`A' M[ NDI[D To NMN Wi eKIIS1Q - ITRGL UUU -- JI rym Ogs11��, 7 FM AOON COWRMIIEM.tVMMa[D qNN PLANS a f 11 +oi awn aul auto a w Aoaa Y r' I I a I Si.L FACE wo ,a OF llllfll1 uM 1sp o ILOM A 0tt .—_-- TJ ). aanara aorcouE POOR aul) WORM '} ziri _ I . NWCININ r>•� , CO,NECTNRIS. TR N 11 AS,o .. _ >• 1 L. . r r r I IN •A•J, T FW MOW SaCKU AIlS EEE IPippR FMNr r r 1 + I r r r ,1 �: I 127 N2Q FUE lb 4 S�0 r HOT VIRD Nal NNNK. • U' _1 1 L_ :l 1_ J 1 ~'RW: L COOIDINAIE CEM MD CODER WOR IMATKWS .- . I IS WNL CWSI1NICiKW AND IKSR[S pJNLMT TO OOCNF r- eAI Gti1M1 OI 16 T�(. N NOT 11>m AND SIORE/RpMT OONINNM oW71 70P V DOOR ANE ,. stIRUVPar uNns ID1ED ON 11ETARD oMRIPa � I yg2��IKiy�T1/p�' 11. SNtS AY COMAR AND FRR2D1 0"S, •\' 1 Si 1 tYt7t1+2 I ,N 12 , s ' 1 I 1WW 17 12 ' 17. WSTNL MAAP oIlpISSRS J" AVIVE NALxeLAM AT NL ODNC. I SHIPS, u-N o. ♦ Iw4x I 11 SA WPT :LOM ORS W Y-0• °D AREA AT FOOD 1A Ca1T1ACTlst TO-WW1o[ SAWWTTNC, 7R(PONIA '. NA" FILL NO NEW C01KwEW MAN, AT ALL . E rnW,,+� ARA° OF /RNOWA FON PJAO M. AM ADIIONRAWN, 1i A• 1Y-0' rM' LINO -F11 D WRIFI I a[ R1NNN0 AND RVO°R•1ATOR URAW t M I PD[IRAIKN AT NEW OR SMSTW IIATm CINNI CIIOI S,5 1 u b, E I + I law 1 s 1 I 11 I SIDEWALKLEGEND I SYMBOLS ��1y b . 7ACntl wu cioa/ INTEGRAL oYoTSANO y TAL1 1E�t " FINISHED GRADE TOP • 11007OF 0�TOM CURB .. .� , i'oRSMED GRADE y I 1 NOTES 1 7. PROVIDE E.J. IN CUM TO ALIGN W/WALL EXPANSION JOINTS >. 1 7. PROVIDE E.J.'S AROUND CONCRETE PTEA BASES. 1 1 J. FOR CONC, SIDEWALK JOINTS SECVAIM 7 1. ALL AU( CURB RApJS EWAi.20-0' VANyaSO.E % J'-0' UNLESS NOTED OTNENNISE. S. ALL SIDEWALK DWENSK'WS TO FACE Of CUM AND EXTERIOR FACE OF DON^ BLOCK, UN LESS NOTED OTN[R1111I I I r I i +oWI -- I 'NI MAIM I ' I i FlawI I Al 1 MIDN AP \ so ON EDN cam � Q A1.1 p HAW CAP SEE SW AM RNR TER (10) PARKING SPAM ♦S'-0' — SIX p�X E-p P MC (OR pNfRAdls _ — 'ti 1 �04 AJHP '•C H rLrNrAPrS 44 • e1M♦t N♦. A ..22 FLOOR PLAN AREA 'EDP' /%y 4.4 r Jk tir: ��L,5�tn�(� 1 - • ,I ,NESNNPwef • 1 •T+`NYA'u 2 1,'fl. "•, F, •., ryAl{ * I . rF a . r yJ)k f .ryi {/g pIV er. 'r7 ISM h .. 5T A.'.e.�gWg++. yfef•r.:-..-.�.-:•-._�r�.- �.,-+nom^+'-�3Ar--?<--""1�1 r '.a:'r' _.. IF!Ah jW%LtA' I Iwo at 161 ! f ILII 1lli �flHl�lulfl lttll nein luno nuns nnm uum mon num mnn mm� uuni eine unm6nuu lulu( nuns linin u��u1m n .11 ' �el•�N RRRRII+rr•,ar .r. ^AI _ Irl t'V R II • i , .. .f i .. ' ',' .,. t. N. y .J:Y . ,.• ,.;.�. `� . ,, '.i . 4� 'ta - •`«.. ��t�''„Ili x-�- 'j� 1•'* • ,. 4 r. , ,--..,. -...•._.-.,.--y... ...-�r..lr-n.-•w. Tom,-••w•_,.,. .. ,, " ., .. k 1' M a• t. Fl ; t i I PLAN t.EGENQ s ,• 1 -1� T-if' 4'-0' 19''11• ,s ;:,' 1 NN►. RATED WALL, 1lffER TO MY�LL 1YI+( IJX("wo. LEN: ��11i ^-,t Y �. .,tip � .. .-.. ---- t•.. ,• ,.. _ ` . �''f'Aa'w 1 3'.' Y' 11' ' !• i . - .�-•---,-. •r ,�r• vrv. vlll 'wP' ..� _. _ -._- . -. • - .._ __.. -. - �r ... .,...- fi/'. ". y .'4!!�- 1y ... a S D kJ}�� i ' kr } `E 2. d A 1 it e•/ QAIV SA ` R � r TEFL PlPf OyMD POST. 4'/ 51L PVC • BLIL�4G WTCIMpt• .. GRADE. FILL w/ CONC & ROUND TaP. WTM R PANT SLAOL r {� 1 2 PIPE •BUI DNG EXMUP 4'-0 ABOVE ANO ' ` Y`I/ - -1-17�= - - , =r' "1 ` EXTE1rat PAINT ' A•-4K' _ WTI 2 - �' AIN SAFETY rtu0w• WY. Loc w/tPllIER. �'- _ •. �,, ` PR - ' 114 o 1 1 I ,� "x'' « • ' , a ;;,: I t2 tNi II (1 23 IJJ z3 i 2 t/2" / 511. PIN[ 3'-C' AVOW 0 Y-'0' BELOW FLOOR. IW - 1111111 H q 1 --PROVIDE HLOCKCUT IN WALL O I 1/8" STI-. CAP NII GRIND SM)OTN. PANT SLACK. VERIFY LOCATION N'lp FOR MSSTING SYSTEM. 29,H .xC� 1 I 3L, /Y W., TOP T BLOCK I TRENCH DRAIN • _ t, 23 3 N ') z2 TO BE 6" BELOW TOP 11F_ 22 jI - __ 1 I AdU AiO j1 tC MALL TYPE. SEE �0 to 12. I -� .' I 1 - ;. SHROUD _ _ J KEY NOTES (KEYNOTES LISTED HERE ARE INTENDED FOR S FASCIA ll- _z=_-__ _-- ..-- - - - -- - -t FLOOR PLANS ONLY 12. ABOVE - � -_-._.r 10 = It 11 TYP. ALL 1z 10 t PROVIDE SOUND ATT!NUATIO:d BLANKET THIS WALL/CEILNG p NS SIDES Iii cl 40t 2 ,r I 2>SS CORNER GUARD a� t t0 11'-11" II'-II• 8.-0. <,3 SS END CAP r � 6(� 12 11 LUTE: SEE 11/A7.1 ' DIMENSIONS 31-10" ♦ S1M:ET METAL CLOSURE II FOR WALL FRAMNNtG • wp « °° II 12 II FREEZER VENT PIPING 1 s 91NIc ' I to 1B 141 F s 11 O AND DIT SPEN�SNGT�A a 40' AFW/CCINTROI MECNANiSM ' ,0 '7 18�'�C• Il �t3 ExtsTlNc CERAMIC nkF FLOOR r WALLS - AC* WASH, REPAIR ' �/ k REGROUT TNI. AND RESEAL W. EMSTING TOILET PARTITIONS 12. REPAIR/REPAINT. REMOVE III REINSTALL EXCSTING OR OWNER n 11 PROVIDED NEW TOILET ACCESSORIES AS REO'D n I 17 • 39 ! If "NERAL i1*s r 1. 04CRE NEW WALLS ARE NOTED T`0 ALIGN w/ EXCIN(�' wA�L� � T►1 E%ISTU. b R tl 2. OR FLOO C0A*S, SERE EN AROOE'U FLOTORR PLANS OR w� «� V11 FASCIA MASTER FLOOR COVERING PIAN. 0 S \ 24 ) 11 ABOVE 3 %IRE CURBS ABUT SEALED CONCRETE FLOORS. M 2• I SEAL FACE ANO TOP IV' CURDS 4 RSUNOTED OTIKRIMSE. DDtENAWWS ARE TO FACE OF OACCRETE INTER" AT EXTERION LL ANDTO S FUrISHES N FURRING SCHEDULE FOR COLUMN r 2 11t GRID ( 0 _ _ I e FOR WALL Dt:!•LECTION CONNECTtONs, SEEA'u-io �4 7 FOR ROOM FINISHES SEE INTERIOR FN/SH SCHEDULE. Al2.0 /+a F 8. COORDINATE CURB MLD COOLER D" LOCATIONS w/GOOIER o0x MANUF. � .••cf, r, 9 NOT USED I I2• I 10 WALL AND STOREFRONTORNTINN UE STOP OFF DOOR A h PLANTS STOREFRONT UNLESS NOTED OR DETAILED OTHERWISE �N S 11. � OAS MOWBACxS AT COOLSAND FREEZER OOOIt5, 1�-- sett 76 22 12. 12. I I 12 INSTALL SOAP DISPENSERS 3' ADO* 9ACJISPLASM AT ALL sows. u N.O. 13 SLOPE FLOOR 1/2- TO DRAIN IN 2'-0' S0. AREA AT f00D uj ;. SERVICE DEPT. FLOOR DRAINS 14, CONTRACTOR TO PROVIDE SAWCUTTING, TRENCHING, , BACK FILL AND NEW CONCRETE SLAB, AT ALL --`- -_ - - - AMAS OF TRENCMNG FOR PLUMBING AND REFRIGERATION. SEE PLUMBING ANO REfERIGERATION DRAWINGS. 15. FOR PENETRATION AT NEW OR EXISTING RATED CONSTRUCTION. 4'-2- 13'-4" 36'-6" 9'••S_ 55-O• 19'-7' 12'-7- IFY MA )H 28'-2 1/2• ------- - _ 112" __.. N OF SF OUT ' _ ~ 34' AFF --- - - - - -- - � MAX. I •'1 >PHARMACY ` pPa z -- - - - - - IA - - �a % - LEARNING - 3'-6" - \ \� UTAI 50 HAN 12 C.C.K` ��� CENTER STAIRS �� - - 18 C - - - -- ce 1� r' - -o' 117 \ ! S'rM80LS r 000Ac=- --- 3 - - - - �,' ONSUt T 1e VC T FLOORING To- .0 1 < Ae.o Ae.o N \ To -'TILE t 2 ALIGN MITH FACE Of a, 2 rte• �, I WARNING AREA W/ \\ 12. CASEWORK . t N O 28 172 t 75 / C5 - \\ INTEGRAL COLOR 28 IuC.. _ CAST CONCRETE SLAB - _ _ MTI. FRAME MANDOW-- to o ,�,'- LOCKOUT FOR - 1 IN EXISTING HOLE. 3'-0"W x3'-6"M. C8 SAFE (O.F.C.I.) \ / (SEE STRUCTURAL) W/ R.O. 0 3'-6" p 7"H. x 34'W. X `M WANK AFF w/ 1/4" T_r 4' vGr1 - ^x4 nJos = - = 1 TEMPERED GLAZING t� FINISHED GRADE AT TOP / Ac BOTTOM OF CURB " I 2e T MIN 0/ 0 1 v. K. .P. MAN6,� / \ T 41 E .�.� FINISHED GRADE ,A PHARMACY R. �',16� RR, I I 1 ct P /STOOK\ t • 1� N to 38 C 1 / � \ NOTES 16 -tO t �y 1 4 I a c" ' - ; CARD/0"S \ c8 28- /� VCT1 BLD,I� C1 _ / 0 \ FOR MOOD STUD FRA► t. PROVIDE E.J. IN CURB TO I t % 1 T. R, PASS T U ALIGN W WALL EXPANSION ,JOINTS t o+ ,a 17 ^; (O.F.C.L 18 518" x / \ SEE SiRUCII'RA1 2. PROVIDE E•J.'S AROUND CONCRETE IA T�. to SVl 12i �\ N 18 5/ AF 17- PIER BASES. 3. FOR CONC, SIDEWALK JOINTS 4-4 o MEN <1> SEE 1AF.O.S. _ I �$ 'A 2 '-- __11164A 16SA t 7-4 1/2.X. + N 178 -�� 1 u I At.t t la` 4. ALL SIDEWALK CURB RADIUS EQUAL C _ - 12 2 < n I 3'-0" UNLESS NOTED OTHERWISE. e $ w IAF928 ! A KAR1 s II II -� 28 AS I S. ALL SIDEWALK DIMENSIONS TO FACE OF CURS AND At t II II ( EXTERIOR FACE OF CONC. BLOCK. F.M. P CONF• EEC• ^ , UNLESS NOTED OTHERWISE. 1 II II - 14 ibD ROOM RL T. II II VCTt VCT1 166 16! i II 182A VCTI SC f -` J J�OM STERN 1:1`Y11�KEY NOTES f r' F X 11 IIIF 26 79 t U - /i KEYNOTES LISTED HERE ARE FOR TOILET $ E ROCW J178 .AND /179 ELEVATIONS ONLY II 17 o. Sc O TOILET PARTITION AND DOORS N n, �- O TOILET PARTITION WALL 'SEE, Ae.A .,I.. `• - .. .. _ _ .f. _ _ ._ ..,._ - - -- '- - .... � X .. r.ra gra gra X 10 04" (ICYOIE RAO( I o 3'-4' 41T 3' '- -4' 1T-T -4' 3'-4' (10) STALLS. I 't,- " I ' �. ... ^ ` FOR DETAIL SEE 28 MA M F00� FOF TMG V 1 n IFiY i ElUSDNG �, ;•� I M y 4, rr< (' 11 �" 2'-4' 3'-0- 1'-10' 3'-3 1/2' 3'_J 1/2.' 3'-3 t/2" _ 5'- , - - -4'=� - =� -�_� _-� - - - --- - -I'' ! 1S1 I V I� =F-- �'-- "�_ � - - �.. a. .t. ` _ _ - - -_ - - - - - - - - -_ - - _- - - -- - -- - - - t t.-8• 1' 6- P •fir' SJ ! I I ,.- _ - = I MEN - I ► 1 1 I ! ! 1 1 I I •-• ! I I 1 1 09J -- li c b ! I ! I I I I ! I I t I ... i I , I W I - v �5 � T YP 6 � � v 0 n 0 I I ► I I t I I ! _._� ! i I--_..._ ! I ON41. I , ! ._ I I I 178 -' 1_ �-"�. 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FOR ENO FLASHING AND CORNER FLASHING SEE 26 �` DRAINAGES WOCATED A31 1, ` SINGLE PLY ROOF MEMBRANE OVER s 3 INSULATION ON STEEL ROOF DECK 3 COORDINATE LOCATION OF ALL THROUGH WALL SCl»'f£R 11 11WS ro BE LOCATED ON MECHANICAL ! STRUCT 01N: BOXES 4 DRAM LEADER LOCATIONS TO BE CIRECTLY F.XISnNG BUILT UP ROOF OVER PLYWOOD DECKING ADJACENT i0 LOWEST ROOF JOIST A. PACKAGE MECHANICAL kOOF TOP 1l1MTS B. EX/CT ENCLOSURES FOR MECHANICAL EXHAUST HOODS NEIN! ROOFING 2'-6' X 3'-0' ROOF HATCH. $c-E � ` `" -» C. MIST„ E►'rAUST FANS ate., , .. 4': \ ✓ -- VERIfY LOCATION ADDER ACCESS A31 S MAl!(WAY PAD 0. MAIN AND DOW SPOUT LOCATIC4VS `1 • O 4•-0" 6'-0" SMOKE AND NEAT VENT, SEE SIM. PROVDE ROOF PROTT:CTIOIN MAT AROUND M1CHANY•AL UMTS Y NEW E MISC. ELIC CONDUIT AND VENT PIPS /EIWTRAIIONS SM401[-PLY ROOF. MIN. MAT r,;^VERA(1E OF 4'-0' t1EYK1110 FACE OF . } I 3 THE MICH. LMT F- CTAS PWIWO FOR ROOF TOP UMTS a 4'-Crx 8'-0" ROOF SKYrLIGHT, SEF A f 1 Y 1 t` \• ' " , \/ A3.t 4. VERWf THAT ALL AREAS HAVE POSITWt DRAINAGE OF O. HEAL /lD10KE VENTS, SKYUGHI'S, AND R00i HATCH RER FOOT MIN PONM4G IS NOT ACXXPTARS. ' ) ROOFING CONTRACTOR TO CRICKET ROOF AS REOUI" 12. PROVRXE WALK MATS U NM GAS PIPINO SIWPORT BLOCKS ROOF ! OVERFLOW URAIN.SEE@rI S 1As FOR POSITIVE ORAMAGE ARQUlIO ROOF TOP EOLIIP�IENT. MONDE 90UME PADS 111E STANOAltD N/DM a MlPPLRRS - ten it ' ,„ $ A,,1 Al• (TO INC�UOE BUT NOT LUMBO TO: ROOF ACCESS HATCH, WALK MATS. WKWE VE?IM RAN DRAINS, MECHANICAL IPMT% SK.Y UDHTS, ETC.; _ 9►' -- EXISTING ROOF VENTS TO BE CAPPED ►r•Iwt h 7. A. FOR UMT/WATER HEATER FLUE PENETRATION. I ' 10y NEWNI't R RELOCATED LOC TEDT ROOF TOP ONE STING (KA SEE .S SEE MECHANICAL, IATALL Pf71 A•3•t A31 � _ - WW OR RMOCATEA ROOF TOP MECHANICAL S now ', r. - • +* WT OR EOI4PfWNT ON NEW ROOF. SEE B• I MAUfT FAN PENETItA1IC1k5. SEE M£CNANrCAI. :..• All Ih PG 6 YIMW s ;• y T2 EXISANG ROOF' TDP IMT TO BE REMOVED, PATCH AND A PANt A3.1 a �• TO MATCH 2XISTINO "s C. 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YE 'OM iIASIRNC ---` 011 SMOKE VENT SEE PLAN •�-�Eµ / G'$ TINACH T ROOF ✓ +1 moo"CAL EOUIPYENT ' v _ CDR�R SfE� IHFILFN k LEVEL PLl ,. •' �y 9Y. CUSTOM ROOFII'IG CURB. SFE SPEC. - _ 'Q (1) PLY ROOFING TOP COVER ----wLw,wLR ROD k SEALANT �} NEOPRENE CUM GASKET GKV. LIMIER BY CURB MFA. -PAINT I� �� TO MATCH ENDERS" OF ROOF DECK R1YET�IM ROOF. LAP LIP /• •M~ACIU RD 1C UIMI --- NOIR DOWN CW BY am KR., i. CAP SCREW k NEOPRENE WASHERS / I /12 ILK O(REw • IY O.0 � �' --' - -S1NlICN11K ROOF CURB MTF NAAE11 1* •_ _. EA SIDE • 24' o a $CREBS • tY DC. A T.O. alAO o ROOFING E IHSIL. d0 -SEE BUTT-UP ROOFING . + SLiP011T FRAME BY O'AHF-Q SAIELTE DISH ANDi - /�._-- PREFAB ICATED STT CTURAL / _—ROOF PLAN FOR TYPE �/� �' P ^ ; MATCH / SIRUCT. ROIi DECK -�1 1/2' RIGID INSULATION ROOFING, FULLY ADHERED• EXTEND (DASHED) SLOK OF ROOF DECKING, _ ---UI k OVER GWR a , _ _ __ ATTACH THROUGH CURB FLANGE A YER I ATE O INTERIOR 510E OF CURB r _ PERIMETER ANGLE SUPPORT W/ ATTACH TH.i000H CURB FLANGE k 3/8' DIA. M.B. O 11' 0C. PERIMETER.B. OANG CORNER W/ 1/2' ATTACH THROUGH CURB FLANGE PERIMETER ANGLE SUPPORT W/ AI.1 ROOF INSULATION P.T. WOW RUT[ FILLER, ATTACH / \ - SOLID FIBER CANT SET IN YA$llC 1/2' 11 Y.B. O EA CORNER a , STRUCT ROOF DEO( W/ /12 TEX SCREWS O 12- OC, P,T. WDOD ilLff iV117R. A17AG1 t� iljjQj PAR L SATEUTE i W�CNY; T All iOIXH SIDES —W000 ROOF STRUCTURE • DEEMING \ W/ /11 IFJ( SCREWS • IY O.C. '+FF ^• �. --- ----__ S T CLQ %1 WID TRIM-PAINT TO MATCH 1�y LAC ppLT W WASHER EA. W FOUR SIDES UNDERSIDE .IF ROOF DECK \ SIDE OF LADDER / P.T. MOOD ROTE FILLER ATTACH TM.WO ANGLE FRAME E OPENNC Wv JIB' k�,. X Y UC BOLTS O -- SIL. ANGLE FRAME AT OPENING VERTICAL I L % 0'- E TE (1) N % S/B' TWO SIDE$ ONLY WHEN BETNEEN 3 1/2' PERIMETER - TWO S'fE5 ONLY VERTICAL SLOT CENTERED ON ANGLE. $1R11CT11RAl Ib/BERS 1 SATELITE CURB 2 SATELLITE CURB DETAIL 3 SKYLIGHT/SMOKE VENT CURB 4 ACCESS HATCH 5 RTU LEVELING CURB DETAIL y 3/8" 1•-0" D31-Al 11/2- = 1' -0" D31-A2 1 1/2" = 1'-0" 03I-A3 1 1/2" 1'-0" DJI-M 1 1/2" 1•-0" 031-AS - :T++-'` - MECH EQUIPMENT BY OTHERS - - FLEXIBLE CONOIb T, CONNECTOR NOTE: 7.0 EA. CURB k JOINT SEK - SEE ELEC --_ ------. VENT PIPE , PAIR TO BE SAME OALV FLASHING BY CURB NOR. PLUMBING VENT, PIPE --- -- STORM COLLAR. SECURE TO VENT CAP SCREW k NEOPRENE WASHER HEIGHT k LEVEL. f —' CONDUIT WEATHERHEAD O SM. /` PENETRATION OR GAS PIPING k SEA. JT. } EA. SDE O U' OC. I A / ECAP A SIOF O /I`NEOPRENE WA$4ER COUNTER FLASHING k - - _ COME FLASMC. Klp C� 4 !' GKV. FLASHING SEE I I SOLDERED CONNECTION — SEALANT PER MFG. _ I. FOR CFLASH DETAIL AHI r -- PREFABRICATED EOUNP SUPPORT '"-- ciz, ON. OWt CA1RB. Wi k lAP A:r' LEVEL ROOFING W/ FULLY ADHERED FL W/ 2X8 P T MAID NAILER SEALANT PEA YFC S.`.. CLAW 1ROOFING SEALANT BTW FLAWG.. , SPAN TWO STRUCTURAL MEMBERS EXTEND TE k DYER CURB 4_� t - -! A LEV L 'MARE CURB TO PROVIDE5.5. CLAW &]NOR/G Ad1ESVEffRYINATC O IN7[RIOR $IDC OF LURE T0. CURB A LEVEL TW. ATTAGI THROUGH CU:ATTACH THROUGH CURB RANGE k _ W/ 1/2' DIA. M.B. O EACH JOISTBONDING ADHESIVE --LMSUPIN]Rff0 YEYBIIANEPREFASICATED STRUCTURAL PERIMETER ANGLE SUPPORT W1 �-'ROOF GJ..1 -SES SPEC. a -- -- 1 1/7' DIA M.B OEA. CORNER bOh / 2 TICK SCREWS O 11' O.C. ? 3 __ UNSUPPORTED MEMBRANE i - -ROOFING YEYBRANESEALED SEAM w SEAM CAULK PER € - ---- ROOFING W/ FULLY ADHERED FLMFR. STAND. DETAIL EXTEND UP k OVER CURB - ROOFING MEMBRANE - _ TERMINATE O INTERIOR SDE OF CURB 444 4 -/12 TEX SCREWS O 12 O,C. - SEALED SEAM W/ SEAM CAULK PER I R e MFR. STAND. DETAIL - T P.T. WOOD FLUTE FILLER --- CONDUIT, COL'PL1NC k - - ATTACH WL /17 TEN SCREWS O STRUCT ROOF DECK R \ II' O.C. ALL FOUR SIDES. CONNECTORS SEE EIEC. FO *6 ^ J' X J' A 1/4' STL. ANGLE -- - CLAS$ FLUE -- PIPE SUPPORT BRACKET k SEISMIC FRAME AT OPENING TWO SIDES P.T. WOOD FLUTE FILLER O EA. JOIST. NOTE: INSULATION AER) YIELD MEMBRANE MUST BE NOTE: INSULATION AND FIELD MEMBRANE MUST BE BRACE BY MECH. CONTRACTOR. ONLY WHEN BETWEEN STRUCTURAL ATTACH W/ (2) /12 TEK SCREWS CUT TIGHTLY MOUND ME PIPE BASE. CUT TIGHTLY AROUND T1HE PIPE BASE. - y [ A f11MENT$ 6 MISC. ROOF CURB 7 CONDENSER CURB 8 ELEC. ROOF PENETRATION 9 VENT & PIPE PENETRATION 10 UNIT/WATER HEATER FLUE 1 1/2' a 1'-0" OJ1-Bl 1 1/2" V-0" 031-82 1 1/2'1 1•-0" D31-83 1 1/2" 1'-0" 031-84.DWG 1" - 1'-0` D31-85 a } ' --- 6--- SMOOTH TACE OMIT WALL ,. SEALANT - COI CONTINUOUS FI _ ___ _ _.___- _. - OVERFLOW GRAN W/ 2' OUSTER DAY '- YWACE APPLIED REGLET W/ I___1EEE -- ----- !i DM%f PN 8 NEOPRENE WASHERS r -- ROOF MEMBRANE, EXTEND 1' BEYOND -- ROOF.MAIBRAK. EXTEND 1' BEYOND S . O Y4 OC. CLAMPING RING CUT ROUND HOLE CLAMMING WK OUT ROUND HOLE SM FLASHNC SET N SEALANT i 1' LARGER THAN DRAIN PIPE. SET MEMBRANE AALANT 0 FLASHING M I —�-- AND ATiAMm f0 WALL w/ a ANE IN SEALANT O FLASHING AMP CLAMP ORE( PEI A NEOPRENE WASHERS 1, O 2'-R O.C. - TAPERED RIGID INSULATION, FORM I. /'-0' SO. ROOF DRAM SUMP. FULLY F1,ASIING SFT IN CONTINJOIS BEAD ADHEAREO ROOF MEMBRANE IN SUMP L ' f' OF SEALANT AT GREENHOUSE ROOF TAPER ROOF INSUL. TO YIN. 1 1/1' .... ._ _ _.._-. •' THICKNESS '. -fRFETTHOISE R00f - OF.OI (� .� ___ r d SUMP RECEIVER, MELD TO ROOF - SUMP RECEIVER, WELD TO ROOF DECK _ .-_.__ DECK �----- T % 3' x 1//' ST. ANGLE FRAME — Y % J' % 1/t' $ll. ANKLE FRAME AROUND OPENING WELD TO ROOF MOUND OPENING WELD TO ROOF „ --CCNRRGIIC O GREENHOUSE - DECK k SPAN TO ROOF JOISTS DECK A SPM TO ROOF JOISTS t < 1.5 DOLLARS O BELOW -- UNDER DECK CLAW PING - UNDER DECK CLAW RING _------.___-- ROOF DRAIN BODY -- OVERFI OW GRAN BODY ` 12 FLASHING ® GREENHOUSE 14 ROOF DRAIN 15 OVERFLOW DRAIN 3" 1'-0" O31-c2 1 1/2� = 1'-0" D31-a 1 1/2" = 1'-0' r. , . �--CONT. FLASHING CLEAT ATTACHED i OPENING STANDING SEAM O I0'-0' OC, O 2'-0' O.C. OVER ROOFING ---- A MEMBRANE DONT FLnSHNC TUCCO SMT. METAL COPING ON PT 2./ (',U7 k RINI NOIE EXISTING C MMEAD ✓ Ldf STANDING SEAM O 10--0' O.C. BLOCKING W/ CONT TAPERED CEDAR ROOF JOIST BELOW --� 7 MG o EXIISTINGYTCNAO REPAIR C �- CIEAT All Ho BACKING MIN. 2S SLOPE. ATTACH TO _ t _0. TD YATG+ EXISTING O 2 0' OC. -1 TOP OF MASONRY WALL W/ 2'- '-O" '-0' . H L'• J -- SMT. METAL COPING CHI PT 2v/ "I' 72 GAUGE :MET META. FLASHING 1l_ DIA. BOLTS O B'-0' O.C. ] .�I BLOCKING W/ rONT. TAPERED CEDAR �— W1. BACKING WN, 2R SLOPE. ATTACH 70 1- �W SHEESS 2 SCREW k NEOPRENE E%1311NG WALL SNEAIYHMG 4 W/ STANDING SCAM O 10'-0' O.C. 10P OF MASONRY WALL W/ WASHERS O 2•- 0 C. I/2' DIA. 80LTS • 6'-0' OC. � �— II rI �. f,ONT BEAD OF SEALANT O I I �� '� H [.J _ -� BOtiOY EDGE OF CONING L P.T. MAILER �r STAINLFSS STEEL SCREW k NEOPRENE WATER RESITANT APC \ �- •4 { j ILS w TAPER ROOF UMP 70 CREAT: 1� ] WASHERS EACH SLOE • 21' O.C. � BARRIER -I. P.1'. ROOF DRAM SUMP 1� j - STAINLESS STEEL SCREW AND �.,•I tW 21 GAUGE PREFINISHED FLASHING _ -_. NEOPPLNE WASHER L(,j� O 2x W/ HEMMED EDGES c - O O DAM 2' ABOVE ROOF MEMSRANEROOF OVERFLOW DRAW W1 R CONT. BEAD OF SEALANT O SLOPE - I ' •` ^ BOTTOM COGS OF COPING I BOOP DRAIN SUPPORT ANGLES ' BELOW SIRUCT. DECK CONT BASHING �� CONT SEALANT BEAD _\\ CLEAT At'fACHEO CONTINUOUS SEALANT BEAD C OON7. f PRA MEMBRANE VP BACK '� • 2'-0' O.C. I� 1v PERIMETER ROOF CARD[^ BELOW t; SDE a PARAPET. BOTH SOILS rI CONT. ROOPINO MEMBRANE UP BACK LAP U CONTINUOUS ROOFING MEMBRANE C_+J SD[. OVER TOP AND DOW IRONY UP UP OVER PARAPET. -- a PARAPET WALL 2.6 MIL S1U0 WALL MTN 17 COPING 18 COPING 6 LAPD WALL '19 ROOF /OVERFLOW DRAINS p 1 COX PLYWOOD sRATNB _ 20 FLASHING DETAIL " • " 3" = 1'_p" 03,-'# �•• t'_LI _ .- U31- D3 3/8" 1•+ p•, -__STAIKIE55 SR SCREW k 3 a 1 -p" . +•• A 1 = : D31-DI 1- OPENING 7 . -SIMOING SEAM O IO'-0' O.C. PARAPET 'b E aANDING SEAM O 10'-0' 0 C CLEAT Al<AGIEp � T. METAL l'OPINf, ON PT 2e1 NEOPRENE WASHED O 74O.C. I IAr} + qf_ ROOF MEMBRANE _ -- O 2'-0' OC OVER _ - BLOCKING W/ CONT. TAPERED CEDAR BURT-UP ROOF- _ f SHT. METAL COPING ON PIT 2xA ROOFING MEMBRANE BACKING YM. 2S SLOPE. OK_A 1-I/2' RIGIU S;ANOING SEAN • 10'-0' O.L. / A INSULATION V BLOCKING W/ CONT TAPERED CEDAR W. FETAL. ES NG O ' CONT. $PONOS TRIBE 2' DIA. BACKING MIN. 2S SLOPE. ATTACH TO _ ` HEMMED EDGES ON CONT. ---STAINLESS SR. SCREW k NEOPRENE TAPERED CEDAR BACKING, * '. STAINLESS STEEL SCREW k NEOPRENE WASHERS O 21' O.C. MIN, 2S SLOPE. WASHERS EACH SDE O 14' O.C. 0 -CONT. BEAD OF SEALANT O I ' C, NTNUOUS MR CLEAT O I"' SEALED SEAM M SEAM CAULK PER \ i BOTtON EDGE OF COPING I END FLASH]E(G r ti MIR. STAND. DETAIL 2x P.T. NAILER WATER RESITMT , ATTACHED O 2A' O.C. K: • CONT. BASHING CLEAT ATTACHED BARRIER / 4' COX PLYWOOD `1A P.1. MAKER O 2'-O' O.C. OVER ROOFING a 2v P T. E --. POCAr MLMIINIE MEMBRANE _ CONT. BEAD Of SEALANT O MOUE II GAUGE PREFlN15ME0 FLASHING i' 2x P T. NAILER \ TYINCAL NOtES: ��} AU TAPERED EDGE FFSIILAII W/ HEMMED EDGES ,� 0 INTER A 9NOP FIELD �T 0R BDiT04 EOOE Q COPING CLEAT ATTACHED i MOOD JOIST k PLYWOOD OECNUD --- W CORNERS. TVP. .�--.-_ '�f7• CONT. SEALANT BEAD -CORY. BEAD JF MASTIC j, ROpF INSULAiRIN CONT. ROOFING MEMBRANE UP BACK z .CONT. ROOFING MEMBRANE UP BACK I , S/t" PLYWOOD S/IEA7NW10 , TI. SDE OF PARAPET WALL 1• P.T. NAILER SDE, OVER TOP AND DOW FRONT I I CM SCREW A MEOPREW I BONDING ADMFXSE --2M METAL 51U0 PARAPET ^ i' OF PAR WET WALL + WASHERS O INSIDE PARAPET ^ I}' W% PLYWOOD, BOTH SUES L, AL STUD WALL—_ - II' PORLAND CEMENT ON i -7//B' PORTLAND CEMENT ON ZiET �'\ C� ONLY • 21" O.C. «MOI NB. SELF'-FURRING LATH OVER ;a-FURNK .ATH OVER Y AA WALL EXPANSION JOINT SHEET METAL FA OMER WEAVER ��`\ WATER RGSISTAHT BANNER WEATHER RESISTIVE SANK" �a ~R 22 COPING RESISTIVE BM E TD MATCH EVS11w, 23 COPING ON +e' PLYWDDO 24 OPINE 25 CORNS R CAP FLASHING 3 C 031-E2 3' = 1•._p^- D3143 3• . P-0' 071-14 1 1/2" a 1'-0' 031-BF, I YI tr F �.,.�..r�"�" ^• MI '.a + l .`L, twwOpFI�MMN.BjFNM. •, _ t 7, Y i aa t b N.h,:. � . . :n +4'." r. ,14,' 4 ;.,e#tr: . _ ,(-,:i. 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Ile 1•' t .t. - d6 .,. � r, r ¢ f.�t + _ �, .a ,.► . p fr' pa Iv .17 - •' 12 14 15 17 18 1! 19.i '• ' i} R AT ✓([) rl c[I 'i cf� A,[Nw1M�Q[ CAMWV 00M Alb I- jj 9r7 s! • . - <11 4 30 \--4i'�4 EXISTING ADDITION 20 to 9 3 EAST ELEVATION ) 1 ''•„' S 11,2 R N m L K J.2 J F i DA �D C �B A / t JJJ A C 8 8.1 D D.1 ( E F L m N L.i \\ NA R $ r ''s c 4 t,1l t r�f {101 YI (-/•j• • ` • • 1 +-(. 1, • .1A.1WAM 7 1 �•-(�, N RL�1. -- Ccs•- -�tt� � /� -- u � A K•, {{ ”' ri'' v*• 1 ' °' i 'i.. .. ... . N•. !.% ,X i`'. •' y. r.� r of iti.,�. 1SY,, .. 6.,;<' ?s. 'i. f v. s�' t� 't� a. <.►1�•�� � •:,, 'r f;.y 2 y' yYly t1, jy'R / cq , �t W i�• 1',`, ' .Ili• t. a SOUTH ELEVATION 9 NORTH ELEVATION R �- 1"=20'-0" ,~. 1"=20'--0" --- � 2221 ?0 19.2 19.1 19 18 17 15 14 12 10 (A� 6 4 2 1 0.1 Q r I i r • A >fl -� I• • . -{• r7 U IA li' t3 •s j Jt 1• 1• to I\ ' al In • OU m VIP Vitl Ant _ _11H\_ —11 H 71 H [ILL FT_ T1 n r ADDITION E1o311N0 V 3 1M1 _ _p CUS0 ' A00t WN -,Z \_ ROC , : 11 NORTH TENANT ELEVATION •11'-20'-O* 13 WEST ELEVATION 1"=20' 1 .. ' 'E> '—"3/4 KYWOOO SHEATHING ? `' %" PORTLAND CEMENT FINISH Sr / ON SELF-FURRING LATH OVER I II / —PLYWOOD SHEATHING WEATHER RESISTIVE bARRIER --- `"---" 11 ON 3/4" PLYWOM I PLYWOOD SHEATHING ? BETAKING I I WATER RESISTANT BAftRER 1•— + > 1 METAL STUD W1TH WOOD II - - CASING PEARS WITH WEEP HOLES ; SELF-FURRING LATH 1 , . CQNiWI,'f AN()11N0 CORIIFF i� 12" IMI • -- 'I ---7/6" CEMENT PLASTER FINISH —WEATHER RESISTIVE BARRIER .. •, ? r�' PAEFINISHED REVEA24 GAUGE L �' r • ----- METAL FLASHING 1 CONTROL JOIN T 1 i ;� SELF-SELFLAI;+ IM RADIUS ' > -- — J WEATHER RESISTIVE BARRIER �" tY 1 SELF-FURRING LATH Sr AN. AtIp11M COtt1�R .� 1 I 11 ATTA(31E0 11O/T AGI MIST a 1 �, 11 SH(ATt11KC o j 1 1/20' CONCRETE CURB I� i 1 > 7/B' POR1<At19 CETiRNT 7/8" CFNENT PLASTER + — Ir I PLASTER FINW - — CONCRETE SIDEWALK 1 —WEATHER RESISTIVE BARRIER l FINISH ` II a ; > CEMENT PLASTER FASCIA -TYPICAL a COIM11 LEAD - FILL SPACE 4 ix 'SELF-FURRING LATH - TYPICAL -„MOPE PLASTQSOLID �SASE GOAT COW PLYWOOD SHEATHING - TYPICAL :. ,, I � � EQNTROL JOINT I 5[II” PAL STUCCO AQ ExTENOR GYPSUM 15 r.:ORNER TRIM 17 CONCRETE CURB 18 '" Fm� PLANCONTROL JOINT / DRIP 20 REVEAL DETAIL 1„�1 w D4O-D1 SOFFIT/FASCIA RETURN D4002 030-D3 b• 3" 1'_0" - "a 3" = C-0" D40-05 ��• ' 1 1 EXTER10ELEy.ATION KEY NOTES t2 CHAIN LINK FENCE. WITH SLATS AT R OWNER FURNISHED SIGNAGE • y I'i S . O S?ORAOC AND COMPACTOR SCREENING. CONC. STEM WALL ALUM. STOREFRONT W GLAZING EQUAL 4'�0_ 6'-0" 1Q'-0" 5'-0" 4'-0" EQUAL EQUAL -8" t4' g" -B" EQUAL 17 PAINT EXISTING STOP.E/FRONTc-mb vi o 3 PAINT LINE O PAINTED HOLLOW ►` �° T.O. PARAPET 110' , _ 7_4" T.O. P RAPET METAL DOOR & FRAME ...,' o O C`JNChi IE TII T-UP PANELS F " Yapr:;' u3 'za n v `` o _ 13 PAINTED OVFR,HEAD DOOR F _ _ _ TYP Ln �. T.0. T.O. �S j ROUC44 TEXTURE STUCCO ' s A, • --- a PARAPET PARAPET \v/ �.__ ..__ ._.� i! METAL PRTTEC7)4 SCREEN t? `M O TUBE STEEL FRAME - PAINt � PAINTED METAL LOUVER 7 METAL CHANEL PAINTED • /- - I f CONTROL JOINT t OI • 20 O .y • ' oI A4.0 TYP. o ,. N t �e}METAL COPING mom y ` ✓ ul 0_11N y REMOVE EXISTING STUCCO �c .'t r * STEEL HANDRAIL !� SPU CE CMU 1 / './ rS: l`. ..I�' T1 r+y - a.'~r T - ';•' it `/ !0 T FA {L 4 7r d�� NNr.t IM f 6 ,� GREEN HOUS' O.F,O.I. 11 SMOOTH FACE CMU FEX 174 ' <� TEFSTL. FENCE PAINT RAILS POSTS CEMENT PLAS ►� — ._. _ ,XYER10 EUYYATIQN GFJJERAL NOTES — r•N f 'n �• • 7 � 0` F F. 0'--�" F.F. 1. FOR PAINT COLORS, SEE MATERIALS UST ON A15.0. • 2. PAINT FRONT, BACK. AND BOTTOM OF ALL SOFFiT'3 AND FASCIAS. ' SEE EL.tVAAONS A80.1f FOR,MATERIAL AND PAINT CALLOUTS. •('I •�t a; F�� ' 3 FOR WALL AND FASCIA CONSTRUCTION, SLE A3.0, A5.1, AND A3,:. 4, FOR ALL PORRANO CEMENT PLASTER REVEALS SEEB0TTLE RECYCLE �I �Vt ION x . Y " 0 21 CANOPY. 4EAT� 24 LVAIN {I - .f' � a �.,`'ti II� �� �•V .. •I , �; .•Ir ti•~ � Myt._ ` t�3'�'' ��,� M� ..' . . ,. . " .. + ' { ~ 3 res I , /Q ","!! 1 1 . 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DOWN BAC( OF PARAPET (1 .'- —ROOFING MEMBRANE OVER 1/2' COX PLYWOOD 22 ipP Qf W RNID INSUL ON MA. DECK. T.O. PARAPET f`' T.0 MASONRY J Ir` T, A31 $M V31'-O� Rtr LAP MEMBRANE LIP PARAPET A - A e 1, y` 21 a„ ROOF WG IBSIdLAHC T.0 MASONRY A3, f7(( OVER RIGID MIRA ON - MTL. DECK. ` ' - CONT ROOFING MEMBRANE UP e y F — BOM &DES OF PARAPET . 0 -RIGID WG MEMBRANE ODER RIGID INSUL. a UTL OFCK 7151MG OIARAM BEAM M EMBEOED STL. PLATES -TYP. EXK/ING TJ -SEE STRUCTURAL DINGS. n "t+ffti:144 i } SUSPENDED ALUMINUM LINEAR .� EXISTING GYPSUM NTL. STUD WALL GETTING • WITN GYPSWI SNEAIIXWIG r. 3'X6'Nt/1' T.S. FRAME —STL ROOF JQ;:T v . .� EXISTING MTL. STUD WALL I Q �1 I 7/B• CEMENT PLASTER SYSTEM STL. GjRM NTH AT SELF-FURRING UTE ON r � `t WATER RESISTANT BARRIER OVER .;f. EXISTING CONIC. CUIB — END SL CONIC. CURB 3/4• PLYWOOD SHEATHING Lo _ I AND SLAB ON MTI. DEQ( � AND SLAB a NTL. DECK 'Y co BLOCKING -FASTEN TO Q �I L9S7Vj I 11EZ2ANIFIC CLOSURE PLATE 6' 20 GAUGE STL. STUDS ®Y W/ 1.5 DIA POWER % / O 2'-0' O.C. R-19 THERMAL BATT INSIL. p ' ACTUATED FASTENERS W / ATTACHED W/ SP.CK CLIP `q7r i (2) ROWS B 12' OC. CONNECTORS AT 21' OC EA. WAY. n L}, OUT EXISTING STUDS :VMD � L 1'.1'.20 GAUGE t1• Lac INSTALL NEW BOTTOM W17H (3) µI SCREWS r0 STUD RUNNER, FASTEN BOTTOM AND (2) Tn5' DIA. POWER OF COCH STU. -0 BLOCRYIO FASTENERS 1 CONT. 20 GA. TOP TPACK W/ l f W/ (3) pt SCREWS _ BENT 20 GA. 6' MTL STUD x.12 EXISTING STI. _ BRACE O 3'-0' O.C. HORIZONTAL "4J' 1 / BEAM TO REMAIN (2) 6. 20 GAUGE STL. STUDS W/ (2) POWER DRIVEN FASTENERS CXIS'TTNG ST' --- I I •/ E • CMU WALL AND (2) #8 SCREWS r, ' I WALLY SPACED ON TOP OF 'ITH • TRACK V S a SEMI TO R.MNN 1 STUD BRACES. i,STEN BR I xQxQ °I CONNECTT TOONNORTHE H CMU N• CLG. LINE CLG. LIN • _ I ' u WALL WITH (3) 116 SCRFWS EACH I a i . ' CIU EXTERIOR WALL SEE EXTERIOR ELEVATIONS FOR UNIT TYPES. + ' , SEE PLANS AND DOOR SCMED. ' I FOR HEIGHTS OF OPENINGS. (3) Fd SICKENS —� ,.0 • �t•, ; - --- CMU EXONS F UNI FI SH T)CT EX,'TING COLUMN BEYOND ' I EXISTING COWMN ,° � ELEVATIONS fCl UNIT FINISH T`R'E5. I I ' BEYOND A•.6 SN. yi7[i @0 FRAMING � _______ -9'-b• ATF 1 / PORTION OF ALLEXS7ING i NTL. STUD WINO TO ' t.�!J• BE GAT B REMOVED T 6' 20 GAUGE CONTINUOUS All BOTTOM TRACK ; __ NEW OOlU1M BEYOND T5. COLUMN BEYOND, COLUMN TO I Q� CONCRETE CURB - OCCUR MTNIN FURRING ASSEMEL r. t I , EXISTING MTL. i I I STUD WALL TO BE REMOVED FINISH GRADE I I I ' Y > i i • 0 21 DC GAUGE SND BRACES ru BENT 20 GA. 6' Mn STUD BRACE A ' 0 12'-e' 00. VERT. k e'-0' De. MAX HORZ. N/ (2) POWDER DRIVEN �'•l•� - TR 20 GAUGE CONTINUOUS - � STSM SCREWS B WALL STUDS. t aA.. FASTNERS O CMU WALL AND 2 r`1 TRACK YAT11 .115' DIA. POKER - _ AND O TOP OF WALL ' I I FASTENERS B 12' O.C. TO WALL I IA.1 DRAINAGE BOARD S STUD 178 SCREWS TO EACH i I OYER WATERPROOFING \ y I I MEMBRANE r BOTTLE RECYCLE MACHINE,�I 1 OWNER INSTALLED I I -----FURRING WALL W/ STL. STUDS A R-19 THERMAL BATT INSIUL, BTWW RSTUDS SEE FLIT EXISTING CONCRETE 1 r - LOCATIONS 6: S ECIFICNWALI, T � CURB TO BE REMOVED ' r - FINISH COMO, , I � llv CONCRETE SLAB I c -- CONIC FLOOR W/ PERIMETER f' —� CMSiWO CGNL. SLAB NG CONIC. //��-- S' CONCRETE SLAB - I AAB k FOUNDATION SLAB / EXPANSION JTINT. F� F. 0'-0 F.F. 0•-0• f: 1 • . ' .• V I 1 • • . e i Z . I - WALL 6H("11 j 21 WALL SECTION 22 WALL "JcCTION _ 25 WALL SECTION _ °11"" n 3/4' T _� 3/4' r-0, � i/4 T �• a1V rt ei x s 4--__--- -- It PW M•a c ♦ i .. ,X k�`.. : � 3: ` � :.44 � r.. t')Lr` 1FWWaBW�MJR2M _. N• J I { A D a s li6j*,= 11111II111111II111111IIIIIt1.1141 �L s �� �h }I R1 • 1`, a °�" 11�I�I�W1�11PIIRRNIIIIIII�m lI1B1� 1RNry11I 11111 XRIR111X1I1$RmIIIN�NR6LIKNII� INN" 0�FrI6D111111RF111111IAIIIIIA, M 3 i T•� n F. F. , •� � rl� '� '� i5-.,Y., v^• yrR, ,�. a,..< f' r w,, i•l. .R,`: �.a•�. ,� . ,'�': '�Y�• ..t.. . - 'f.^ a r _ ♦ ,y � . ♦ • •�i. ! .-1 • 1 . 1! 1r ,' ✓ ..' 1. ''' -.,S '.L '.. ,yJf .H' - '.: _ w `R'. `r•. :. .F 'rv - �:K- ,; .'I"7 'r^' ) i''S..y^.T f'^ Y•.►':' .t. F' , e fG '?9�1r'i^ P!: . ,s •fi•+-+ ..,a1 r� '+1• i. r o ry GRID GRID D Gip T � >r 10 t7 �{I 23 t• t1 CONTINUOUS ROOFING --- All A3.1 s AJ 1 A3.1 A3.1 MEMBR.ANF UP BACK 2Z WE OF PARAPET \ ( All CONT ROOFING MEMBRANE _ _ ` DOWN BACK OF PARAPET ��' .` 1/2 CDX PLYWOOD----- �� —L 4x4«16 ;A. x CONT. r TOO PARAPET r T.O. PARAP T 1/2" COX PLYWOOD ��_TQ_P_A�RA_Pf,T �� T.O. PARAPET ! MIL. ANGLE W/ 3/8" DIA. VI 24'-0 A r 24'--0- 1 `+� 24'-0" AFF 1 - 4- - \ ' BOLTS O 24" O.C. IN T MASONRY 1 ' I BOTTOM OF 2" LONG o r — CONT. ROOTING MEMBRANE UP '� TQrM MASONRY �i ROOFING MEMBRANE-- tA31 _' SLOTTED HOLE. SLOTTED lsw 2Y-4- A BACK SIDE OF PARAPET, • 21 23-4 AFF --CONT ROOFING MEMBRANE UP HOLE TO BE IN ANGLE r OVER RIGID INWL A�.1 BACK SIDE OK PARAPET, I CMU BLOCK TOP - I - / - ON MTL. DECK ' / --PARAPET WALL HATH 6" o COURSE AT EAST I FULL BLOCK TOP —J ROOFING MEMBRANE OVER ,' 1♦ 1 STL. STUDS O 16' O.0 ELEVATION -ROOFING MEMBRANE OVER ' COARSE AT EAST RQID RIGID INSUL. ON MTL ELEVATION DECK.INSUL. ON MTL _ ' / W/ THERMAL INSULATION 21 DECK. I 1/2' COX PLYWOOD sA&i TiTHHHErT _ 24 GAUGE GALVANIZED METAL / I , 1 L 4x4:06 GA. x CONT -- FASCIA & COUNTERFLASHING TO MATCH EXISTING MTL. ANGLE. W/ 3/8" DIA. 21 • BOLTS O 24- O.C. IN I ' BOTTOM OF 2' LONG ; DECK FLUTE All CANT TO MATCH EXISTING SLOTTED HOLE. SLOTTED ' 1 CLOSURE TYP, 1 HOLE TO BE IN ANGLE PATCH AND REPAIR n MULTI-PLY ROOFING 1 r STL ROOF JOISTS TO MATCH EXISTING �.r ; 2" DEEP LEG STL-. TRACK ATTACH I TO MTI DECK. PROVIDE 1" DEFLECTION r'`. + •.� ROOfI�;G ANO-- S/ STECEMENT PLAFURRH / 1, GAP BETWEEN TOP OF TRACK AND TOP STL. ROOF JOISTS OF STUDS ( NOT O SIM) � J LJ1TH OVER WEATHER " A4A fCH T14:J I IN \ RESISTIVE BARRIER ON y�TCM EXISTING 3/4' PLYWOOD SHEATHING ,y- �. 2% JAN. " i � - (N01 O SIM) OVER 12 WEXISTING WOOD JOISTS SLOPE METAL EDGE k ST �NO �IGSTI. ROOF JOSTS 5/8" GYPSUM BOA (� • TOP AND BOTTOM N ' --ATTACH 3 1/2" 20 GA. STL. STUDS O 2'-0' O.C. EXISTING BLOCKING TO STL. ANGLE O W/ (2) /10 1EK SCREWS. • /� rF ---6' STL. 20 GA. STUDS O 2'-0" O.C. 1/2' PLYWOOD DECKING I I I 1 OVER 2x6 WOOD FRAMING R-19 THERMAL 13ATT INSUL. I I, ATTACHED W/ STICK CLIP -6' STL. 20 GA STUDS O EACH EXTERIOR STUD CONNECTORS AT 24" OC EA. WAY. , , , W/ 08 SCREWS O 24" O.C. VERTICAL, AND WITH (2) .145 DIA. POWER DRIVEN FASTENERS AT EACH TUBE STEEL BEAM. ( EXISTING CONCRETE 11 I 1 I ; WALL " ' ' CONT. 20 GA. TOP TRACK IN/ L 2x2x16 GA. x15' LONG O 2'-0" O.C. • I I, I , BENT 20 GA. 6' MTL STUD W/ (3) N8 SCREWS O EACH STUD AND - -- EXISTING 11x29 BEAM—/ BRACE O 3'-0" O.0 HORIZONTAL " (2) .145" DIA. POWER DRIVEN FASTENER W/ (2) POWER DRIVEN FASTENERS TUBE STEEL O TOP AND BOTTOM -- � - AT EACH TUBE STEEL BEAM. TYPICAL O CMU HALL AND (2) 08 SCR-WS1 i 1 TOP AND BOTTOM BEAMS �p O TRACK 100�rR M_F _ q C —' ^CLG. UNE � ._. � [„ls 1s A4.o 0 0 EXISTING 2x6 WALL. -- T+S. COLUMN BEYOND, COLUMN TEXTERIOR GYPSUM BOARD \ W/INSULATION OCCUR WITHIN FURRING ASShMBLy. 1'- 0" r �• V CMU EXTERIOR WALL SEE EXTERIOR BENT 20 GA. 6' MTL STUD BRACE ELEVATIONS FOR UNIT FINISH TYPES. r POWDER x o lz'-o" o.c. vERT. � a'-o' o.c. • .>rtif: MAX h" PLYWOOD ------� FASTN RS o CMU WALL AND DRIVEN2) 1" CMU EXTERIOR WALL SEE EXTERIOR CMU EXTERIOR WALL SFE EXTERIOR — TYF 5NEATHING STSM SCREWS O 1Nr►l.l STUDS, ' ELEVATIONS FOR UNIT TYPES. ELEVATIONS FOR UNIT TYPES. - AND O TOP OF WALL SEE PLANS AND DOOR SCHED. SEE PLANS AND DOOR SCHEID FOR HEIGHTS OF OPENINGS- FOR HEIGHTS OF OPENINGS. rexs 2x6' METAII. STUD WALL O 16" _C.C. WITH BATT INSUL.ATioN BTWN STUDS 1 llo cr 0I 7/6" ,EMENT PLASTER SYSTEM MATH WF-FURRING LATH ON BENT 20 GA. 6" MTL STUD BRACE WEATHEP RESISTIVE BARRIER O 12'-0" O.C. VERT do 8 -0" O.C. 8+ OVER 3\4' PI YWwID SWEATHINO FMAX AST O OR2. W/ (2) POWP 0 (2) /e - F.F. 1� 1 STSM SCREWS O WALL STUDS, TYP RETAIL SPACE_— - AND O TOP OF WALL ------FURRING WALL W/ STL. STUDS & - FURRING WALL W/ STL. STUDS do y� R-19 THERMAL BATT INSUL. BTWN R-19 THERMAL BATT INSUL. BTWN LOCATIONS STUDS. SEE FLR. PLANS FOR STUDS. SEE FLR. PLANS FOR A SPECIFIC WALL LOCATIOMS & SPECIFIC WALL F'b V l ND h r, FINISH GOND. n tf. CONCRETE CURB \>'ol lo I S" CONIC. FLOOR SLAB EXISTING FLOOR SLAB yw`uI SEE STRUCTURAL DWGS AND FOUNDATION STEM WALL CONC. FLOOR 5" CONIC. FLOOR FOR SIZES 4 LOCATIONS j�. T.f. —0" �` �.F•F_ 0-0" • • F.F. 0'-O" — IT-A a F.F. 0'-0" • F.F. Q'-0" i i I , • i • [7}wwn y AN •0 II • • • I • ,! d C� ,i N • • doe • - 1 I � �• 1A134 lOt1'it.00 • •1Dope 0 WA-L ----,� At , 1 WALLTIQIu 2 WALL- SECTION Y 2,� OAS RQO!� PARAPET 2424OAS BLDG. MATERIALS 25 QAC ATITINv WALLRU1LDIIWG M{,1. 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F�.,. •r.- F'.4 I' v j' ^ ' 'µ11, l•,. ^/ � 7 J i Ir' ."�. t M -• ,} 4 •. r {� .''1 ' s�"�'.. .. _ 't!}-� '4 1 ..yam,; ir4.•�t� , t 4 .. . , F - t„ _ • ;w yr.• *_ •°, ' y i IG�RID� GRID GTtiD GRIP GRID _ 1r� , ,� •fir �~ � •• 22 n31 I 1 -3 tr Fl W� - Ext Arm STRUC'TiJRE NFW S CrU E FXI TINZSTRVCTVRE NEW STUCIVREfxISTIN STRUCTUR _ 1 ' CONT. ROOFING MEMBRANECONT ROOFING MEMBRANE UP EXISTINGPARAPET PARAPET WALL WITH 6" UP EXISTING F'AA."ET x - STL STUDS O 16' U.C. - ' _ - -------CONT. ROOFING MEMBRANE I _ 1 2" CDX PLY1y00D ✓ r ` T.O.M i W/ THERMAL INSULATION / —"� i W► - r — f �� TOP OF WALL1/2" COX PLYWOOD-.-- i , / T.O. PARAPET ' T.Q. PARAPET - '' I - UP BACK Of PA,�Af'f T ; . AJ:t � - 4-0 A � 24'-0- AFF ' ' r--- -t/2" CDX PLYWOOD I , 2T-f�i1��� "M+I 1/2" COX PL,YNpU43-- -- ' ,' ROOFING MEMBRANE 1/2" CDX PLYWC)OD ROOFING MEMBRANE-- 21 ---� �� � SIM. � 1 �' -PARAPET WALL VAIN 6" OYER RIGID INSUL. OVER RIGID INSUL i r , ROOFING MEMBRANE OVEk `\ ,` STL. MDS O 16" O.C. 21 RIGID INSUL ON ITL -- CONT. ROOFING MEMBRANE UP ;''r;'•, IINUOUS ROC#ING - ON MTL. DECK ON MTL. UECK _ BOTH SIDES OF PARAPET. I I. fit T14ERMAL INSULATION A3A , 24 GAUGE GALVANIZED METAL -` 2t DECK. -- r I ANE 21 r ' FASCIA & COUNTERFLASHING I ' c *a1 r --- 1/2" CDX PLYWOOD • I ` TO MATCH EXISTING - _ , , A�,t -ROOFING MEMBRANE OYER RIGID INSUL. ON M TL• o !` -CANT TO MATCH EXISTING —EXIS'iNG METAL FASCIA ''1 DECK, FASCIA & COUN'IERFLASHNG �^ AND COUNTERFLASHING , • a TO MATCH EXISTING - PATCH AND REPAIR y p 'R MULTI-PLY ROOFING PATCH k REPAIR TO MATCH EXISTING EXISTING ROOFING TO •. I MATCH EXISTING EXISTING PLYWOOD MTL. ANGLE W/ 3/8" DIA. • �;., / DECK OVER W000 I c4 FRAMING BOLTS O 24" O.C. IN II *. If• /� --EXISTING BU.R, ROOFING BOTTOM OF Z" LONG I CJ BLNyCKING / - SLOTTED TO HOLE. N ANGLE �; 21 GCJ' "= - / L 4x4xla GA. x CONT. �, / yO M TL AN GLL 1N/ 3/8" DIA. ' A3.1 BOLTS O 24' O C. 1..4 " 1 ' } BOTTOM OF 2" LONG , , STL. ROOF JOIST I k SLOTTED HOLE. SLOTTED ` oo HOLE TO BE IN ANGLE I I , EXISTING GLULAM BEAM RAISED TO LEVEL OF `—EXISTING W000 JOISTS I; -°;- -- - --6" 20 GA. STL, STUDS O 24" O.C. p r• EXNSTIN(t GLUCAN BEAM EXISTING ROOF AND DECKING G 20 GA. STL. STUDS 4 EACH EXTERIOR STUD I > r T /8" GEMENT PLASTER W/ 08 SCREWS O 24" O.C. VERTICAL., AND WITH; ;� SYSTEM ON SELF-FURRING I (2) .145 01A. POWER DRIVEN FASTENERS AT C - - ----z-- -- --. -- -- ------- - z� -_- - - ST - _ LATH OVER WEATHER RLSISTIVE EA(>i TUBE STEEL BEAM. M GLG. UNE f 11 CCG. LINE CLC. UNE BARRIER ON 3/4" PLYWOOD l r SHEATHING ExtSTING METAL BRACE ►; r 61 I I AND PONY WALL TO BE � t I f REMOVED I EXISTING CONCRETE 6" 20 GA STL. STUDS O 2''-O"----\ WALL lo TUBE STEEL O TOP AND BOTTOM'- I -- - - - - - - - - - - - - BO EXISTING BEAM _ — - - �-" 80 , -'-• o 1 - Arr CLG, UK If! A ( I — 4,0 f I I I - 6" 20 GAUD' CONTINUOUS --- N -—GYPSUM BOARD OVER I I TRACK WITH .145" DIA POWER -y„ GMSUM BOARD OVER FURRING WALL W/ ">TL. EXTERIOR GYPSUM SOFFIT I I IKIl4tMti1C CHANNELS STUDS I I I ANDT(2)R18SCREWS TOTEAwHu c� S D 2 CMU SHEAR WALL - I ( • " : -._••, i r i ' I • :' CMU EV TIONS FOR UNIT TYPESTERIOR I ' fr I I SEE PLANS AND DOOR SCHED FOR HEIGHTS OF OPENINGS ,• � ...e I I I I I I I I ru--------SEE DETAIL FOR MOTES I I I I I I i I ' I I I I I ! I Cc I EXISTING WALL AND- --.• 1 I I CURB TO BE REMOVED R 6 v 10. 10 n65* CONC SEE STRUCTUORA OWGS CONCRETE CURB-.----___--.____— A1.t —--'EXISTING SLAB FLOOR SLAB I I EXISTING CONC. SLAB 5" CONCRETE SLAB --- I I FOR SIZES do LOCATIONS AND FOUNDATION STEM WALL " I EXISTING CONC. SLAB F2 FJ I I I Ix SLOPE x .F F.F. o'-o' er F.F. or- 4CONCREIE 8l. AMC'AN -^ o FOUNDAIWNA SEE '" e • e _-____ ____. ._ _ .----- - ST}IUCYtJ k OM. FOR t. , SUES AND WCAnOMS . ' E.•`-.�.�' Y .._-._.._ e , ter. •� r I x Sim 14�t Ills • Ir 21 ' WALL SE"TION 22 WALL SECTION ' . 23. WALL KCTION 25 CANOPY 8ECTION 3/4" 1 -V" 4 3/4" 10•-0" t, 3,/4" = 1'--0" � 3/4" � 1,_0" •,' , t. 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'r ,,.• rk '' _ .^ .. .± + -• r i•, c,'s',R. -T't¢s.. ,1, '!.-"�,•✓r J �.,r • - t..i,f r 'x » , t.,.�,. ,:. ,. .,. .w: ...v„�,,,,,NY} ;' ,•.. ',. � , r. ,�;• �� ,Y ,� ;�� - gip.. - - - �e 'Y + 'e'�'.K`++1. i 4 "£'-• > rti ♦ :5 `,., , .'� '"2}11', . ° ?". _ ., r'. 'i',,Z: ` -+:• 'n•' • "'fit n� v' . i f { ''fit •b. • , _ ►, - _ .. .. ♦'.° ' ,,'. :''. , t,,gtr i�.I +'•.• � ••S .. t - ° , , _ ., ' �' . � •r' f,'f Y r.Ytl• 0" STL. STUDS 0 2'-'0` oc b` S'tL SUM 0t—ow oc T. ROOFING MEMBRANE UP ®ACK „,ys'�,, ���N �` 't•'�*� '� t�� ,���,�.• , ry rr"•r,'•�� "F SM OF PARAPET f--- CMINT. ROOFING ME)ABRANE UP BACK J"• �, '`'� ' t. ' !3 Z•1 / SIDE Jr PARAPET .,Y» r ,►:V R _ t f,r ' � _^ A3.1 . A�.1 . Y� h •+P'rS �" ���,� `� ,•"'^�`:tR. �� ' l�.+,�t. '` CDX P4.rWO SHEATHING (NN STL. . ' t, # !' rI •'�" .�? rtr .�,,, ,• 1 FRAMING. -- 1/�� CDx PLYWO SHEATHING ON SIL. ,7{'s _ .-0 __ -- -- •'" FRAMING ✓�<� �r fi .1.�..<aT,d ♦w,- T`.k•' jf '1 `` { ' r . ARAPE . •', . 0. T.O. PARAPET • y ' -•----INEAt9RANE ROOFING ON INSULATION h r 3 1/2K3 1/20/1 ANGLE — �� ,� % ! L 4x�><16 CA. x CONT. X1F - y WEMHRANC RINU (Nd INSULATION r SEE STRUCTURAL DWGS. / �I / � ON IwT1 DECK. MTL. ANGLE w/ 3/8" NA. 21 �. BD ON Mn DECK Ax; Bars o 24• o C. IN BOTTOM OF 2" LONGA31 € r ,....rbp. ' I •...�_..__. .'I� �_.__..-_-_ _ ---__... ____ . `. SLOTTED HOLE SLOTTED N . HOLE TO BE IN ANGLE y. ' STEEL BEAM BEYOND—/ ' 6" 20 GA. STL STUDS 0 24" O.C. ' I I N METAL REVEAL - SUSPENDED ALUMMiUM LINEAR M --J SUSPENDED ALUINIUM I a METAL ��___.__.__4 � _ + CEILING 6' 20 GAUGE HORIZ GRACE , LINEAR CEILING I I YY Y 048" 0 C. t I ,..� , d 7/8" CEMENT PLASTER SYSTEM WITH SELF-FURRING LATH ON WEATHCR RESISTIVE BARRIER OVER 3/4• PLYWOOD SHEATHING � ft• r ON (3) SIDES I 6x6x3/16 T.S. FRAME - —CONTINUOUS SEALANT k , I SEE STRUCTURAL OWGS , ' ALL AROUND T.S. FRAME 20-0' • B.O. FRAMING CCATINUOUS SEALANT I_L AROUND T5 FRAMEZf I I I 8 20 GA. STL. STUDS O 24 O.0 — 6. 20 GAUGE HOR1Z. BRACE I I 16 I I Q) i O sa" O.C. 4x4 T.S. FRAME w _ A4.0 ' �► . Sx4 T.S. HEADER / — - I I I I SEE STRUCTURAL. DWGS f I I I I I 7/e" CEMENT PLASTER SYSTEM I I I / MATH SELF-FURRING LATH ON I WEATHER RESISTIVE BARRIER SfUCGO SOFFIT— WEATHER ' I + OVER 3/4" PLYWOOD SHEATHING BEYOND ON (3) SIDES I , exa T.'S, COLUMN eEvoNo I 1 12'-0• J T.O. CONC. COLUMN X11'--11 1 _ 1.O CONC. COLUMN ---.T,--__t— --- -- _-- - — 1-- �-- -- ..-� i4 I =�—_ I I I I 8.0. PLYWOOD BACKING I I r I I I I I I • '�w; • ,{ exa T.S. j I I COLUMN I I BEYOND 30" CONCRETE CURB -- I I I I I SEE STRUCTURAL DWGS 1 I 30' CONCRETE CURB I I I I FOR REa►MfORgNG I ( SEE STRUCTURAL DWGS, FOR REINFORCING E ^ L I I fir► I I I I ' E■e■# IL �' I I I I I I I I P�II��r>! �'�.•�I � ' I 1 I ! I I • ' SLOPED CONCRETE CUR I I SLOPED .'"JCRE7E CURD 1 ! ! I lr T/2" RAO. EDf S r ( STRUCTURAL OftS, I I W/ 1/'l RAO. EDGES FOR 11EINFORCTNG I I SEE STRUCTURAL DWGS. FOR REINFORCING I I I I LF'� � I I I I I I • „ ' -T.O`. CONC. Ct*8 -- R T.O CONC. CURB IF ob 0'-0 ld ---^t F.F. --L1 I! ti;j c t. li f ,�.: 'H '' ; 1 .., ` 2 r t •w• • ,f - ” . .. �....r■rw,.■.vs..rsr ,. • :1.• ,j t,1'. , '•t 6,, . •p`'• 'i' •M' ! f .. ' � ,`n•, .,,• - E 0 a 'Y rel,. k.� k'•. ,( A :e: �S ,.,F•,. �1 R .4 �f WALL IM�I.i� 1 'T6. ./,jtyyr 'liri1', d:= . .._... ....,_.__.-.r,....rly� I1M ..-yy.... 'M!.. ♦♦ ,4 - Y , n'r .ff. •r'Y- i• - .. _---.^ ..._-. __, __ - — —..... . . .1 - i °.. ' ['. ' .A .�, �'• WALL K ,Y, WALL SECTION p 3/4n . Aj ---- - � � - t° � �,' 1. "•i 6 6 °!.''Cj • • •' r4rw.rr"S l _ r `N ('. cF', H.- 9C' ;fic ',ry.t .fri :rf .t s ,7 [i `i'^:: �. ' ''�f7�' ! 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''e�.v.••y%Aj�4 ,. •`. - .+ jA '�,��� b q'. A w.i-•"-�T,I'•'.'r'__._..-..--•v�• _._.— F -rte' - - _ _ -. - -.....� —. - ...wiw•._.•..,p.w - , ftp F .� �� t• F.7•. 'y i,'i,'-iaK, C"'-,t''•.7+Y`+,., :k>4�+�s' w{ ;r' �,: iA.` :fi p'i -a lr•'. `_', .. ":�:,. fir,'- �'A�' ' I' �, a t , ��� ♦ i. r a< n' 9 i�! �.. `1(yS 'a 4 e 1� :d � . �, .r;•-;� �� !- i .•ri' �' .� � , .. ,.. ,y 'Ata r�;„7•�» }.' �.r,• � a 1S i 'i ! '; �,•� , w - �'_�. ,. � �,�, .. . ,Y-t .�. t•F' � rJ i F 11 .«�.. , s.. _ �, ?J. }-RA.,•. j Z ASTER ON - • 1 x • >- 6 INTERIOR ELEVATION LEGEND A . • �FURO � .;• _ • .. y ��� t •r �;� � � r RING •4. " if11l.�KAM AO'0 ; ,' -'---WATER R RE TANI BARRIER a - KEY NOTES , -- - - - -- _ - .�: • SJS RIE � (KEY NOTES 1-15-IFI)I) HERE �.. - `3/4" PLY ~_ W000 AT?11NG ARE INTENDED FOR ENTRY t4 g ;.__ . __f.- - -- _ - _.-- ...-_ - _ � _ - _- STUDS W/ W4ULAYION ELEVATIONS ONLY) \1 `— METAL CASING BEIAD W/ WEEP M" �-'� -- _ f^\ O 3/$' TLMPERED GLASS CONTWUOUS SEALANT BEAD 5. O►qr 1{�.._ - 14 \\V•// t0 -t0 2 j 1/4" FLOAT GLASS T.S. HEADER 4, v Ai.O a.o .,,. MULLION L A6'0 24 19 24 19 .'• 20 25 20 2S - 20 .I, M ..{ A6.0 Ad 0 A6.0. 1 A6.0 A6.0 1 A6.0 .'3.0 , A6.0 4A:ft A6.0 - 1/4" SHIM SPACE W/SEALANT AND I i t -_ _t♦ IS tS _ - - BACKER ROD EACH SIDE A6p A6.0 / 0c4 /J� �/ A40 �..-_ _ _ ••� �- - ----- -.. ..__-•.•� �--- -� �---- - SUSPENDED r. TwltC►LIJC+k t SIM. j SIM. // ///\ / t ALUMINUM --.' -- LLOW IF LECTION? DEFLECTION. L w LINEAR CE►UNG - tl 3/8 0 x 4',N1S1 O'24-/O.C. 3 8'e//•6�"xN.S.tO0 24'/U.C. ----- ST FR T Y r AND 6 FROM EACH END AMD 6 i aOM EACH ENO - ORE ON SYSTEM, _ENTER ON T. �_. --_= --� ' '� 3 PLAN AT INT. DOORS 4 PLAi� AT EXT. DOORS 5 HEAD ® STOREFRONT _ - LINE . - M-- U60-A5 4°' 1 ALE ENTRY ELEVATION ,/411 = ,._o„ .. 1/4'=1''--0" ____ __ __�. _ � /� � w—� WALL OM—CBEYOND hR ON t S/0" GYPSUM W/ METAL EDGE MIF:TAL STUDS +— ' —EXISTING MTL. STUD M.0 - ALL AROUND // t a A6.0 CONTINUOUS SEALANT BEAD WALL WITH STUCCO -�- CMU HEAD AT SIM +-- - - _----•+_.. ,_.., -_ -- - -.. .. 2 .. -- FINISH � T.S.. WRAP W/ ALUM. FREAK MIL. " r -'- SUSPENDED CEII_INC• SYSTEM � r---EXISTING W000 PLATE _ - --- -- -- to �� 2 /! / SHII,1 SPACE AND SEALANT r J I _ w I EXISTING SUSPENDED r `O e0 - 16 1J - ��`� ALUMINUM UNCAP CEILING " t A4 Of M.0 A6.0 A$0 ` I -' _ -- __� _ AUTO SLIDING DOOR HEAD - - f1` n e• 9.0. MULLION _ _ - 1 / � - - - I --� CENTER ON WALL BEYOND 1 ---- ----T.S. HEADER - - - _ I ( - 1 �1 CORNER BEAD EACH SIDE ----- WALL BEYOND 0 \ _ ••-- -. t/ _ 1/4" SHIM AND SEALANT ` � ) \• EA SIDS \ T.O. MiJL' .,1N , \\ SI MFG DEFLECTIO04 CHANNEL \ l n _ -� _ ---SLIDING DCX)R `� `"- - \\ \ _ 14t• ALLOW 1 1/2` DEFLECTION. AND FRAME M.0 0 \ ' �. PORTLAND CEMENT FINISH OVER .• \ �y SIM. t WALL BEYOND PLYWOOD TO MATCH EXISTING n �• ,� TtF-.F STOREFRONT SYSTEM !1 �' LINE 2? LINE - - 6 ALE ENTRY ELEVATION � A17 8 HEAD ® STOREFRONT 9 WALL TEMINATION 10 HEAD ® AUTO. DOORS �c ` " .. • 1/4"-l'—0 " _ 060-83 - — e.c�. o 1 ♦,. 3 1 —0" 3a. ,, p" p6o—e+ �" ,._0" oho—es '��► ' O < y - 20 '�--- S/8' GYPSUM W/ METAL EDGE r _ _ C. MULLION MULLION EACH SIDE _ _ I ` 'r STOREFRONT O SIM N �' METAL STUDS ►_ _ _ � , 1t •^�•' 2 I _. A O A6 0 I - - - - -- - -- - ._..._. SLIDING DOOR O SIM �� CONTINUOUS SEALANT BEAD ------------ -- ---- STOREFRONT - CENTER ON ALL AROUND EACH SIDE r I T.S. COLUMN. NO STOREFRONT !i MULLION MUI_l)ON _ O SIM -- - = _ --- -- � r , — - _ GLAZING T.S, COLUMN - ---- T.S. COLUMN - T Q 0 I a � WALL BEYOND 4„ T.0 T.O. �' rn - SHIM h SEALANT ' { �. MULL'ON v MULLION ��--_- _ -- 1/4" SHIM AND SEALANT EA. SIDE r f B.O.T.SJ - - B O.T.S. Y -- -- EXTERIOR INTERIOR SHIM A[ SEALANT I '., ,•7" FOR TOP do BOTTOM STRU CONNECTION, SEE 1 -TURAL STOREFRONT T - R � STOREFRONT - CENTER ON � E CMd CENTER --- _ _ ._____....__-•.-_ >°• - SLIDING DOOR T S RCOIUMN AND FRAME CENTER ON WALL. BEYOND. I T.O. T.O. 1 r FRAMED WALL , I MULLION MULLION n 1 N l 22 22 r 7 J GLAZING t - � O 2J t � A6.0 L.:� L "' J AA.O 23 e \ i- � -- -.._.------ ------- DOOR AT SIM. � �'•'' i 0 L A6.0 r - _L_ DOOR OSTM - f LL 'qF.FAA - F F n � � LINE ENTRY NES 13 JAMB DETAIL 14 JAMB/MULLION DETAIL 15 JAMB @ AUTO. DOORS 11 ALE ELEVATION 12 ALE ENTRY ELE VA TI ONS " .,� 1/4'-V-0" '�" - 1 -O 06l C.3 3 - 1 —0 D60-C4 3 = 1 -D" D60-05 ,1 _ — -- w c � � I GLAZING ---GLAZING r;. r Ok IN Im I IELI>:F311,28 �Ilfll�L� EXIEBLOB � r 1�TI�LE GLAZING I -- �:!IIXNG AUTOMATIC DOORS z --- C - / �--- STUD WALL FACE OF FINIS _�_� C,ONI;RE TE w —CON . SIDEWALK / STCQE1'-RONT - CENTER ON FRAMED WALL CARPET —AUtO DOOR SILL - `.i0U0 +, - ------- O VER,. M`1Ll10N SHIM do SEALANT GROUT O SIUL-LITE 'ONLY ��,j. TUBE STLEL ' __- -CARPET < h —Gu►zu�c l oo STOREFRONT (LAZING --- --- - WALL AS ,HIM SPACE W/SEALANT AND a \\ a SHOWTI ON PLAN �/ BACKER R00 d � ,1 � \� —F.B. 3/16" x 1 112" W/ d d � p d d 3/8"0 x 4' N.S. O 24" O C. q d d A 0 1. DOOR O STN -- _ AND 6' FROM EACH END Uj C.S J. / 4 1/2• r r --- 11J@E STEEL ABOVE -- — ---CONC. SLAB -- CONC. SLAB U. }FLIT FACE CMU TUBE STEEL - �---- STOREFRONT SYSTEM-CENTER ON T.S. 16 HORZ. & VERT. MULLION 17 SILL 0 STOREFRONT 18 JAMB ® CMU _ 19 INT. SILL @ AUTO. D 'ORS 20 EXT. SILL. @ AUTO. DOOR'S Flo " i • ' O " ' pme 3" ,e 1' -0" D60-02 " - D80-03 _ D60-04 - " D60--D5 � I 3 1'-L) 3" 1'--0" 3" 1 —0 F ' T - GLAZING 1 — IygglQg i 1 VESTIBULE EXIER►t?$ I YWIrIV1L 4 --- - WALL - SEE FLOOR PLAN -- - - GLAZING �x ------ _ - {}.. —SLIDING AUTOMATIC DOORS -ALUM. AUTO DOORS STOREFRONT W 1/4- SHIM, BACKER w I --- FINISH - SEE FINISH SCMEOULE ^� R00 AND SEALANT EA. SIDE - o - CONCRETE CON(. SI;jEwAIK 6 112- 112 L TP INTERIOR CENTER ON C.M U SLIDING AUTO DOOR SILL -CARPET ---.,--CARPET~-''- _ OR FRAMED WALL. BEYOND SOLID GROUT AT 4r CARPET _ ____ _. 1 1/2' R- B3 1 1 1/2" ,t 1/2" o +. S _..� - 4112 �4 1/2' CONC. CURB, BROOM FIN. W/ UE-LITE ONLY r ---- CONC CURB 1v �� S%AL.ER ON VESTIBULE. S10F. �t �� EW TAK 1 1 WHERE OCCURS • �Y _ F F, L - A 4 All, 1"x2" WOOD NAILER _ -- NO CURT; AT SIM d - F LE _ lR134 10fl.�p0 CARPET �7� ~• MO r] 3/d•d x 4" N.S. O 24 0.C. ° -�' r CARPET 1••e tire• AND eo FROM EA. EM. WH_RE S►IOWN 1]N PLAN d a e aENW d o d 4 Q r' n -----F+ IN in 9 F.F. E d �d d 4 A d �' c" 3/$`d/x64"xN�S'{�� 24VO.C. _ E.L.EIIA „ r --- d L. /4 BARS CAST INTO , , �� a SLAB OR EPDXY ANCHORS O d f 1 AND 6' FRC>1 EACH END - - a, ` . C.S.J \� --C.S.J. 3Axt 9rty • . , 1'-0 O.C., WIRE TO HORI2, ° -_-_ 1 �. r'�1 l4,QA(7 (7Y11',,. CON( SLAB - =t°* , ,' • e CONC SLABlL — CONC. A(T " i \` I �} \---- 4 CONC. SLAB _ ,, O, r , a.._ 8' L. N4 BARS CAST tN1' �100� �'�i1. • ,'e; 6 " r 'A a $ _y d SLAB OR EPDXY ANrHORS O ` 4 --0" O_C., WIRE TO HORIZ TRANSITION @ CONC. & MAT 2�, CLIR � � ;� , :* ,+ BAR (TYP , A600 2 3 SIL L 2 4 INT. SILL @ AUTO. DOORS 2 5 �X T. SILL @ AUTO. DOORS ,"I'' ,. :> of 39 w " 06O-E3 3" " 1`60-E4 � " aV—D `f6 r' • '� ' .. ' '� `,v �L r . '1 � .. 5l 11{/!f IIW heMC bhM7. I -., .a*+•• ik :.1.� ,j, , . 1..t '�;; 'T -J � ..err' :� b•a0s0l,MlC10NMM6. A00 p , 7{ o I) . . ,.�"4M •,,. `�. i+?',''r .ii,.:'ME., �c+�;� a,. .tib `� � � ,y •' .ti :y t' y ltOf 77 - : KM,r I r N • • �,. -- ..,._,.-..�__..__.._._..._.__.._,",,,,,.._......_-._ }i"„a'!"►--' Fy'r""„-- _..-. .` . ._-.__._ .... _, ....,..._.__ .. . ...,. ._, .,.:...• . ., �.t�.,..,.. ,,,.iM�WnnIMMrM� Ow_.y.., ,:� .,�.I�"'+^• __...—......—. _. _- -- ._ _,,..�,Iq�� .Ian— - —1, '•� , � �•• • • ►►�i - �, �����.����j��� I���«�E��a���� �Il�IIf1,�II�Ii I�fIIIIIiis'ILI! � �IIiIIIII�I iII�iIII�� � � { , , I �IIII �IIIII�I���I►� lI��II�l,IIlI�� III�II�II����I� �����►.I.►�I��� ����I��I����II� ��I��I�l�������I����I,II���I��� �I��I►�l►����►� ;►►►�I►lI� �Illli! ntll tndn dI udl�t. Itd1 eIIIN�i�i�lh�► 41, " ! ._ � -,_�,.�,, � � I�tth t noL I►m6 1 udA�null I ndn I Holl t mlll�Indl� �nldlrllmlh111 I��trvbTi'd1u�hT��unin�i�rulhiS i .. -a+rw_..•!"u•-fir ,•fir"-_'_-- .:rlc' ....v.. ,r ' ,p A\� y,. .,_.�-v.... - .. w:,yp.." �.,.. v.. .... �- - Y: ••t•L.M.t�.. , ...erw,".•...."...a..� ...,""yi�v.... .. ....«,.-.-.!.•.."w .,...,",.yy„•... n......,alr ..., ✓,'. •MM. j4 a 1T ,(`' Y ' . . ` !�r r�� .fit. VI 411 CHAIN LINK FENCE - D TO BOTTOM OF 2ROOF D[O(. —u _ a M STOCK b' ICA ��� A I u Ir !' CHAIN LIN( FEWl TO BOTTOM OF I.O.S. ROOF DECK. t : d� 6 10 REM STOCK MEZZANINE R Cb Epy W[LDED WIRE. ( 1 ME -71 SH ; CEILING SYSTEG \� SEE REFLEC7[0 r CEILING PLAN JAAIL' - R E . E0. z6 of.F. B'-I 1/2' 1 1 1 -- L E0. 1 I INTERMEDIATE STAIR STRINGER = t SUPPORT AT MIDSPAN. PROVIDE 2.E AT 16' O.C. W; 1/2- N IIID 1; I NMS ON ONE SIDE. ANCHOIR TO CONC. W/ 5/6'o EXP. ANCHORS 24' O.C. MAX. to 1 A60 (15) TREADS O n• 15 PEM STOCK MEZZANINE ��. . T k G PLYWD STAIR 1/2- PLYWD RISER TYR. Ir ' n 6' SIML SON U2tOJOIST JOISTS MANGER NMl TO JOISTS. p 5/4 TREAD STOCK TYR. RADIUS NOSING 1/1' TYP. :1/ ,i i-- 2 . 12 STAIR STRINGER 3 PER STAIR RUN. ,XI RUBBER STAIR TREAD (TIP.) c.1.. . .ye... STI -- — (2) 2.12 LEDGER � All w r MOTE: FOR TYP. DIMENSIONS ., SEE N 5/6' GYP. RD. IF u.o >. 19 STAIR ATTACHMENT DETAIL q '` P,r � A — 1 1/2" = 1._O.. OTO-.D, ��. RETURN TO WITHIN 1/2. OF C.L. N' MIN. ' FABRIC WHERE OCCURS IN LIEU OF WALL. ¢ 2 a 12 STAIR STRING" NO 1 1 HANDRAIL SY FROM ( LD., `� z 3 OEII STAIR RUN. NOTCH CLEAT 1 MR' O.D. STD. PIPE (CAIN. • ?� 6I 5/B- GYP. B0. .A INEXTERIORINTERIOR LOCATIONS. PRIME PLANTED AT ' NTRRIOR IJCABONS. _ 11 . • WALL 5{BBER STNR TREAD (YfF.) STD. MTL, BRACKET FASTEN TO --T- SOLID BLOCKING IN WALL. UL 7 2X6 CREAT ATTACH TO CWC F —''�. 3i Tr—"T- ,f BRACKETS W 6'-0' O.C.(HORIZ.) W/(2) 5/e'N EXPANSION ArKIl0R5. ' };( Lf4 MAX. (USE EPDXY ANCHORS • USE STD. BLOCKING O WD. FLOORS ZA W/ GALASONNY WALL W 5Y. CWO.) ; ATTACH ID L KING, LAO SCREWS r _—.wry—.- � W/ CALM. BRACKETS. /� INTO SOLID BLOCKING, 1, t e i --- —RFTURN •` ENDS CM f GRIND CONT. 2X WAR W BOTTOM. . SMOOTH --SIMPSON A35 AT EA. STRINGER /• 1 2' _ 1 1/ 1 I NOR: FOR TYP STAX1 TREAD. IN MYBIM No. f ClR RIS[R ! 51RMOER Nf1T[5 SEF J " I 23 HAND RAIL RETURN 24 STAIR ATTACHMENT DETAIL W d - 1 1/2- a 1'-0" ('170 F, 1 1/2- - 1'-0" 010-14 - .. 4 1 r ;� t , r no n - rr fA �a uuui u,Iui � u( I fP{}!1 IIINN Iuiln lluul I,�II lulu uuut nugi �Im uui unfn uinn uuui nine nuui unw nnui mun unni nuns nnn) niuii unni nnudnnw inns nnin.�i FF • .M M1� -'+\,•4„�.:.a.....4 _ . �IM�I , RDII�II(I,i1I11rINIDN111IIMMIMI(I�N�� W�IRB �III)6RII�IINRDIII�I�I::rl�r I ' - � t` r -_7� .. - •� v` .. �I ..i' .�.. *• '-7 l� Sc .� '�.,1 ii .A".• Via. .. �.•, -'� ., -. . K, t .. - t, C ,' ' f,r�'C �' , _ •., ' __...- _--_ 117°1 -_"-. -._ __-.•r.-.• -..w._.._•.__... .._ •+_.+._ ` . ► i2. -----T' ENSANG ww 81 IMI `a �.' 7 . , i ., . .'•� --------- RE WALL IS f 416 pLOO • �^Q■ �1 • 7,1,11 ARALLEL TO JOIST - SItO'SOM 'A35" TTP. ROOF JgST . _LASTM6 2x6 Sw-PWENS 0 Is' OR 24. O.C•ROOF .OST (2) 6- x 1 5/8' X 20 ;A MTL STUD 1 OONTWIIE FINISH WHERE �1 MAX I up I RIP 91�- 1 SCHEDULED. AGN 8 O 8-0. BB//��CK TO ACK , TAGNGARD. PQNNECT W/ (2) "" R21r4 BLOCKINF w/(3) t01i NAILS 110 2>Ii e# % k If555 O 1a"" xCC - - -- - - - - - - - - - A 2xb BLOCKING ---- ----- -EXTEND FINISH Z" ABOVE , e CEILING VMERE OCCURS "y'�" - -EXTEND FINISH 2' ABOVE 24 610044, RUN 6" MIN. PAST (2) TRUSS CERAC WHERE OCCURS. -CaINTINUrjS METAL TRACK. PANEL PC1fN1S• TV i --" , •,• _ `�`-EMST. TRUSS @OTT CNOIrp .�- \- --- (4) IIB SOWN t. C1ElLIdC SYSTEM (TYPE VARIES] -__ --CEILING SYSTEM (TYPE VARIES) ' r - KE REFLECTED CEILING PLAN. SEE REFLECTED COUNG PLAN �- -3 1/2' A 1/4. 20 CA. MTL STUD KICKER 0 .' • 6'•-0' O.C. ----FINISH VAFAE'S. SEE ROOM FINISH SCHEDUI-E FOR "'- - -FINISH VARIES- SEE � TYPE AND Tr41CKNESS. ROOM FIN1S1+ SCHEDULE FOR 3 1/2`x1 1/4' 20 GA- MIL Sn10 BRACING 4WD POINT (lF OIAG. ` TYPE AND THICKNESS. KICKER, W/O) 06 SCREWS M EA DIAG KICh1'•R. SIX W END Ot > BRAG TO RETURN WAC. W 2 i s 1' _ / ORI SCltk MES MMI- K FASCIA r`MWS IN i 14 - - -------METAL STUD PARTITION. - --- -METAL STUD PARTITION. NO RETURN WALL, KICK OFF TO 2x6 SUH-'PURLINS (1F BLOCKING PIERI"" f 10 - MIN 11 , �• SEE PLAWS FOR SIZE AND 10 SEE PLANS FOR SIZE AND ( , 6'x1 5/8' .0 GA V(R11CAl AND (t) 6"xl S,B 20 CA Aa.o SPACING OF STUDS A60 SPACING OF STUDS 45' DIAL. SCREW W/ (2) 06 SCRI[*S EACH END MMI f NOTE: PROVIDE FIRE BLOCKING PER NOTE: PROVIDE FIRE BLOCKING PERSPECFASCIA BRACING Vh/ 11 2 PARTITION A CWBIUSTI LE N ALL WALL WITH 3 PARTITION SPECIFICATIONS AT ALL WALLS WITH C()IrIBNJSYI6LE CONSTRUCT,ON COMBUSTIBLE CONSTRUCTION FASCIA P E R P E N D. TO JOISTS V -0" 1/4' 11'-0" d80-a3 3/4" - 1' -0" D80-'_A4 J r --- -- (1) 0 SCREw5 TO EA. 196 THROUGH PENETRATION FIRESTOPS SYSTEMS ARE SPECIFIED IN SECTION 07270 OF THE CSI ____-_--EXISTMG 2°6 SUB-PILRIS 0 16. OR 24' O.C. STANDARD SPECIFICATION, INSTALLATION 15 SPECIFIED IN UIVISIONS 14, 15, AND 16. ((( ����r'-- ----- STRUCTURAL METAL DECK CONTRACTORS ARE REOUIRED TO USE THE PROPER PAROUGH PENETRATION ASSEMBLY FOR THE -- ---CAP WHERE OCCURS f WALL CONSTRUCTION PENETRATED. ANTICIPATED PlEtIETRAPONS, THROUGH RATED SYSTEMS TOP OF WALL NOTE: FOR RATED WALL E. �'�'�'� ARE AS FOLLOWS... ---- v'" eMIRAI!(1N�1 11A11ER! 1 (TYPES) PENEWTRATIONS SEE (As� r. -Ai TYP'�� �.(���a _numrk ti. Ina by S�Isf HVAC duct worm 7000 '>erlrs, BFB, FC, Floc and Ceilings ---------ANCHOR STUD TO T.S. W/1/4' - -- �. 1 r M r - - - --6' N 1 5/6' x 15 GA. MTL. SIM EA SIDE � - -- CONT 18 GA MTL DEFLECTION CHANNEL 7000 Series, WJ, WK., wL, Walls _ - DIA. M.B. TCP AND BOTTOM, 7YP. _.��-� 5/ts" TYPE 'X' GYPSUM _ 7 ,,ewes CAJ. J CSK, Wolts dt Floors 1 I (MALL BOARD s � W/ N8 SCREWS O EA FLUTE. -- -- --- ---- - - ..x �� 3 Insulated Mechonicof Piping, Insulated 5000 Series, FB, FC, Floor and Ceilings t I y -(2) /12 SCREWS TIF. N Refrigerution piping , Metallic pipe 5000 Series. WJ, WK, NIL Walls ,. -(2) jO SCREVA r0 EA 2x6 I �---(- CONT 20 GA (UNO) TRACK W/ - 5000 Series. CAJ, Wolfs dr Floors_-`-_ -C I r I METAL STUDS (SEE WALL TYPE.) � /e SCREWS (NS. FS) Plumbing, Metallic M - MTL STUDS AT 'i6" O C SEE « ♦ ��- 2x4 VERY BLOCK 0 DOUKL 2x6 W,/2 10d I I 9. pipe 1000 5errlea, FB, FC, Floor and Ceilings I I I . 9 FINISH SCHEDULE: ►C)F( ROOM c O a I 1000 5er'es, WJ, WK, WL, Wills o I - I J� 5/8* TYPE 'X' GYPSUM u ♦ ♦ ♦ ♦ TO EA. 24 AND (4) 10d TO HORZ. 1x6 +--- - -- SEE FLANS FOR STUD SIZE AND t 1 FINISHES EACH SIDE - I I SPACING. 000_Se rat, CAJ, CBJ, Walls Ar Floors ),r I I WALL BOARD BIOCIOING Plumbin non metallic piping 9. t1D� 9 2000 Sorlas, FB, FC, Floc and Ceilings r ,---------- T.S. 3x3x3/16 POST AT 8'-0' U.C. _ 246 EA SLOE OF YRl1S5 STOP WALL FINISH FASTENERS 2000 Serien, WJ, WK, WL, Walls yr ! ( - HILTI X-DNI PONDER ACTUATED BOTT. CH10RD. EXTEND I I I (MAX.) 8-s MIN. CORE DRILL FLR. 1!I SET 1N 1 - - FASTNER W/ 3/4" MIN EMBED I r 6' MIN PAST (2) PANEL PONT$ I ( 2 BELOW BOTTOM OF CHANNEL. _ ____ 2000 Series: CBJ, Walls kFloors -�-_- CONC. FLR. SLAB 3'-0` DEEP x e'• I / I F 16' OC. Electrical Conduit 1000 Series. FB, FC, Floor and Ceilings MIN. W/NON-SHRINK GROUT I I 3 1,'2' 18 GA MTL. STLOS I I 1000 Serie+s, WJ. tiM(, WL, Wolfs > CONT. 20 GA TRACK (UNCI) W/ -(?) StIPSON 'A3Sf CLIPS 0 EA. 1x6 11P ( I --- ----- WALL FINISH WHERE OCCURS 1000 Series. CAJ, CBJ. Wolfs & Floors \ -`-- SHEASM TO BOTT. OF SEE ROOM FINISH SCHEDULE -� ------- __- - �J Iib SCREWS (NS. FS) � ASIS (MINT. TO U10ERM �T �'" DO" �W , STOP FINN H1 2" BELOW TOP Electrlcol Coble (line voltage) 3000 k 4000 Series, FB, FC, Floor and Ceilings OF ROOF BilERE. FASCIA K r�F CHANNEL. 3000 dt 40)0 Series, WJ, WK, WL, Walls - -- - - - PRE SEALANT O RATED WALLS � �1 DOUBLE 2x6 DF /2 0 !E-0' OLC. MAX. -_ �i_- 3000 & 4000 Series, CAJ, CBJ, Walls & Floors - BASE-SEE FINISH SCHEDULE I ' A RIA$# STOP ~� ALL PENETRATIONS THROUGH RATED ASSEMBLIES MUST HAVE A 'I.., RA'nNG EOUAL TO THE I I � z +� CUR1i � 10d 12' O.C. STAGGERED WALL OR FLOOR ASSEMBLY RATING. THE FOLLOWING EXCEPTIONS MAY BE PRODDED WITH I I - FIN. FLR. ELEV. U.L. DESIGN MAI DESIGN 'F" RATINGS FILIAL TO THE REQUIRED WALL RATING: WAU.S, THROUGH--PENETRATIC)NS, NO. U425 VMI-651-0319-1 SUSPENDED FASCIA ITEMS NOT EXCEEDING 4" DIA. OR 16 SO IN, AND FLOOR THR -P I OUGH ENETRATI.rN� THAT I i 1 HOUR 1 HOUR f ; 4"0 '• ,� ARE CONTAINED WITHIN A RATED WALL ASSEMBLY. i � f PARRALLEL BETWEEN JOISTS 7 NON RATED DEFLECTION CONN. 8 THROUGH PENETRATIONS 9 PARTIAL HEIGHT PARTITION 10 IN ___... • _____ .�. R i 0 R P A R T!TI O N 4 �, 3/4" z 1'-0" D80-81 3" 1r-0" d80-b2 TITS dao-b3 3" = 1'-(?" d80-b4 3" _ 1'-0" deo-e5 N -5/8" PLYWD T&G EDGES, FACE GRAIN � LY PERP TO STL JOISTS. ATTACHED x t S/8' . 18 GA MTL. STUDS EA. 510E ---_ _ I RATED WALL CONSTRUCTION - - - W/ 1 3/Lj" SCREWS O 2'-0" OC, EXISTING ROff SYSTEM -___._-----(2) X12 SCREWS 1'Y4'. i PER FLOOR PLANS 5/8- FP.O,VI EDGES ! �'"► (2) N SCREWS 10 EA. 2x6 Q - -6" ST18 CLIENT. MTL. TRACK W/ I 5/8r� I 167 (2) /10 SCREWS EA. STUD O SIM - --` CONTROL JOINT �. �.r 1 BLOCKING BY GENERAL -r----- � AL ♦ \ ♦ ♦ - / CONTRACTOR - - - SIL. JOISTS CHANNEL SHAPED 8"x ♦ '�--2x6 BLOCKING (FXISTING SUB- i 18CA. N/ 1 5/8" MIN. FL,NGE, O R RI.IN 0 SIM) DOUBLE ?x6 DF 2 O 6'-0' O.C. MAX FIRE SAFING FXISI NG SUB-PuR[m S/e3' TYPE -X' CYR, STRWS ! / / • /- 2'-0" OC. JOIST BRIDGING (NOT ��. I EXTEND DOUBLE 2x6 OVER (3) TRUSSES _-L _ _ _ - SHOWR) O 8'-G" OC, MAX. (2x6 BLOCKING O SIM) _ FIRE RAlTO FILLING nFFENEkS 18GA GAL V. STL ___ _i ♦. lad 12' O C STACaRED COMPOUND -1 - ---JOIST ` 6-x1 S/8' 20 GA NTL S RID I O 24' 0.TYPE "$. ��� 2X6 EA. SICIE OF TRUSS 80". CHORD. EXTEND � CHANNEL SHAPED, 6 13/16" L x 3 112"RUN AOOI110FiA1. 3 1/2-xl 1/4' ♦ THROUGH-WALL + + I DEEP IV/ 1 5/8" FLANGE AND 1/2" T11.MI FLANGES AND SCREW TO BRAKE f' • ?0 GA. MR. STUD KICKER 0 6' NMI. PAST (?) PANEL PORTS PENETRATION �' I FLANGES. INSTALL A ALL BEARING ----; ++ -%.* W/ (2) /B SCREWS MIN. i -�• MTL. STUD I r" --_ LOCATIONS. _ W-0' O.C. 0 VERY SPLICE I( (2) SIiM�#i A35F CL)PS 0 Ell 2a6 Tl?. NOTE: GENERAL CONTRACTOR - - - - _ _ _ CEILING CONSTRUCTION PER GYP. I RESPONSIBLE FOR ALL RATED ! ASSOC. FIRE RESISTANCE DESIGN ~`� ~�--END OF MTL STUD BRACING EXIST. TRUSS BO . CHORD PENETRATIONS INCLUDING BUT NOT - -!- - - �_- 1/2` 6'x 1 3/6' 16 GA. MIL snro w/(4) 16 LIMITED TO REFRIGERATION \ MANUAL. UL DESIGN N0. L524, MTL STUD KICKER SCREWS TO kA VERT. STUD RATING TO MEET U.L. LISTING \�- - - -- --- (2) I-AYERS 5/8" TYPE 'X' GYP BD. MAX PER SIZE & TYPE OF INSTALL BASE LAYER W/ SCREWS O MI DESIGN �-- ---- -.--- - CONTROL JOINT /� PENETRATION 12"OC. I!c BUTT JOINTS :ENTERED ON WHI-651-0318--1 FASCIA PARRALLEL TO AND SEE 8/A8.o FOR SCHEDULE ,�- - -- JOISTS. ►ACE LAYER STAGGER 1 HOUR V r� 1 , J0114TS 1'-4" MIN. ATTACH O 8" OC . ,w 11 BELOW JOISTS 12 RATED WALL PENETRATION 13 CORRIDOR CEILING 14 BRACING ANCHOR TO ROOF 15 RATED VERTICAL C. J. • ' 3/'4" s 1•-•0" 080-Cl � " rr " 3,. _- 1�._0., ' --EXISIMG PURLINS 1 1 2 >r ) 0 d80-c2 D80-C3 3/4" = i•-0" D80-C4 3" _: 1'-0" d00-c5 CPO --EXISTING ROOF SYSTEM(2) #NG STRUCTURE `\ ROOF DECK. -------EXISnN(, ?x6 SUn-•F'IRLlNS 0 16' OR 4' (:) /d SCREWS TTI EA. BLOCK TYP, 6 2 O.C. -.. _ 1x1 BLOCKIIiG W/(3) 10d NAILS TO 2x6 1 PURUN 8 2.6 BLOCKr'G --SIMPSON 'A35' TYP' _- _ ! � � 24 6LOCKING 0 2' 0' O.r. CONTROL JOINT cc --. j.--- --• f' x 1 S/r' : to GA. MIL. S11lDS EA. SIDE ^- f (2) �2 � � t - 2r6 BLOCKING, RUN 6 MIN. PAST (2) TRUSS _ TYP ►`ANfI POINTS, TYIA. a: ----- 6" MTL STUDS O 24' OC. \ s--- f" 2■6 DT /2 ACROSS (2) EXIST 2x6 SUB- �- GYP. 8D. _- _ (2) /8 SCKWS TO EA 2x6 t3 CEILING SYSTEM. TYPE VARIES. PURLINS, MtN W/(2) 01100- SCREWS TO ! A8.0 EA. 2x6 TYP. )� ' STOP GYP BD ,'." ABOVE CEILING BEND WEB OF STUD AND SCREW TO RAT -ice - - MTL STUD D - - ) 2K6 r/(3) OBX1 1/2' WD SCREWS ! 3 1/2' xT 1/4' 20 GA Mn. STUD KICKER 0 ( �' t M (2) SIMPSON 'A3`F' 0 EA. 2r6. TIP. L -8'-0' O.C. - EXIST. TRUSS BATT CHORD 4, ' 3 1/?' t8 GA. MTL. STUDS 3 1/2'x1 1/4' 20 GA. Mil.. STUD BRACING 0 MID POINT OF DIAD. 1 TYPE-X GYP BD EA SIDE, 6" KICKER, W/(2) /8 SCREWS TO EA. DIAD. KICKER SCREW END OF 1/2" 1 LU FASCIA SUSPENSION DETAILLU 4,,• J MTL STUDS O 24" OC. SEE FINISH 16 FASCIA PERP. TO JOISTS SCHEDULE FOR ADDITIONAL FINISHES. TRACE TO RETURN WALL W/ (2) SCREWS MIN IF FASCIA ENDS WI MAX 10 NO RETURN WALL, KICK OFF TO 2.6 SUB-PURLINS OR BLOCKING PER 14 1 1 1 , n U WITH (1) 6'.I 5/8' 20 GA. VERTICAL AND (1) 6'xt 5/8' 20 GA. Ado i U. WALL CONSTRUCTION PER GYP. A' SCREW w/ (2) 08 SCREWS EACH END MIN. I fl,.. Ae o ASSOC. FIRE RESISTANCE DESIGN 45' OIAv FASCIA BRACING W 3 4" � 1'-0" Deo-DI 1 ! . _ MANUAL. UL DESIGN NO. U425. TOP OF' CASE �^ BEr*I:EN ASE TIGHT-CONT. WATER ApLEAR SEAL.AkT 1 1 -- HR CORRIDOR psvi � lon >r 18 19 F-ASC.,IA PARRALLEL-_ TO JOISTS 20 NON - RATED VERT. C. J. 1 1 1" 2" 1 ! •1/4" 1'-0" PLATE AT EACH WALL CAP BUT 8fb3. ! ' - - ---- -- 22 GA. BY 2' NIDE S.S. BACKER CONT. WATER TIGHT CLEAR SEALLNT- 3�4 ' = 1'-O" 087-04 1 I / ADHERE 3 SIDES WITH MASTIC. 3 1 -0� d80-d5 ' PLATE AT EACH WALL CAP BUTT ,)PINT. Z FABRICATE LEGS 1/4" SHORTER THAN #, TOP OF PR 1 W WAI1 ADHERE 3 C11DES WITH MASTIC. WALL CAF LEGS. TOILET PARTITION, SEE PIAN FOR ANO S.S. ANGLEC 1 RE ; FABRICATE LEGS 1/4" SHORTER THAN TOP OF PRODUCE LOW WALL - c �� Q CONFIGURATION INTERIOR PARTITION LEGEND - 1 � WALL CAP LEGS AND S.S. ANGLE CLOSURE � / IEE BASE w/ 3/8' PLYwD, 511TH ABOVE SET TOP OF S.S. WALL CAP FULL WIDTH � SET IOP OF S.S. WALL CAP FULL WIDTH °" IN MASTIC. FILL BUTT JOINTS W/ CLEAR FOR ;FIEATNMVC REFER r0 F1MSH AND >*IEAT►NNC SC1/!K?lAF AND i t Q SYMBOL: WALT_ �- - - 1 fN MASTIC FILL BUTT JOINTS W CLEAR B T._OF S.S. I -- -- 2 X 3 X 1/4' T.S. FULL HEIGHT MATERIALS LEGEND, SEE S94EE7 A15.0 SEALANT ALL SIDES dt CLEAN FF EXCESS. _ - i 1 ! SEALANT ALI. SIDES & CLEAN EXCESS. WALL. CAP--�----' -> r _ -- -- S.S. END CAP FULL HEIFMT WELD k GRIND SMOOTH ALL CORN .RS to FRAMING TYPE NUMKR, FOLLOWED BY HEIGHT CONDITION LET`IER. 1 1 WS LD AND GRIND SMOOTH ALL CORNERS i i---_- - -- 111E BACKER BOARD ' ANGLE S.S.55CLOSURE ---�� � 1 1 1 1 - 1 BY CASE MFR. (N.l,C.) i� - 18 GA S.S. WA4l_ CAP, ROLL PRODUCE ^�-- - -- 1 1 $ GA,^S•S W&L CTAP, ROLL RODUCE � PREP. SIDE 1/4 AT BOTTOM OF LEGS. r - CERAMIC TILE IN RI PAATITION FRAMING GENERAL NOTES ! PRE1P' xlOf 1/4 AT BOTTOM OF LEGS. TOP OF CASE L-_ '. � r { 1 1 - r---------- --' B a20 GA. MTL. STUD FLIT 0 V-0' oc., 1 d' METAL STUDS AT 2'-0" O.C. 1 ! _SEALANT, CONT. EA. SIDE (CLEAR) � �1 ` I + \ / NESTED TOGETHER. t) StY 10/A11.0 FOR i 1 1 I `-SEALANT, CONT. EA. SIDE CLEAR --- 2 3 112" METAL STUDS AT 2'-0" O.C. - -- --r._--.---- I 1 --- �N R$ K S.S. SIRE TO ANS ! I ( ) " NON-RATED HTS et VERT 1� Wrg NOR MOM) STUDS. 511E AND HEIGHT ►IO1tI1) ON PLAN -BAB( P1,AlESi • EA. SIDE. 1 --COUNTERSINK S,S. SCREWS 'TO ANCHOR ® 6'-20 GA. Mn STUD', (SPAN 3 CLG. JST. T' , r c 1 1 O 1 I 4 ALUMINUM STG'ttITFROfNT AND GLAZING ►�" CASES SH WN-- 1 I I BACKER PLATES O EA. SIDE. IML) MIL. STUDS EA. SDE OF T.S. 0 PERP. 4 I FGR REF. ONLY __--+j -- ____ P.T. Z X !j TOP PLATE. + CASES SHOWN-•- I ..I 1 10 CIG J51. w 2 1 4- CIA M8 W 5 6" NO to GA. METAL STUD O 1'-0' O.G. "'" r r r (H.LC.) 1 FOR REF. ONLY I - P T. 2 X 6 TOP PLATE WASH b NUT. /8 TfK SCREWS EA. SAIF O 6 6- METAL STUDS AT 16. O.C. . u W.t.C.) t I EA. JST 9=4 1 1 - 1/2 PLYWD SHIM (OR RIPP: D SOLID LUMBER �" ( 1 7 r 1/2' METAL STUDS AT /'-4' OC Pr•)•.t M• """Sr,' HIGH CASE 1 d 1 �i 1 I --- ---- 1/2" PLY'WD SHIM (OR RIPPED SOLID LUMBER) - -- 2'x3" T.S. FULL W,'1GHT ���.d 1 t LOW CASE ° �O�INTERSINK 5. SCREW THY`aIGH WALT 1 i �1 1 I GYP.BD CLG. t1fi N1���IQlI1411iSr_. A� 1 IIMTQ r.A. 9191 $ wg - -- COUNTERSINK S.S. SCREW THROUGH WALL air O BE BL t$ PLACE I CAP INTO EA. STUD O 16' O.C. - SCREWS (A CT. O C�iIMK� °�' 'UST H T V+ST E 8- U'CAaF IN ; i \J MUST NOT BE VISIBLE ONCE CASE IS IN PLACE 2'x3- T.S. 3'x1' 'WIDE WELDING W1 NOTCH _ _ _ _ F4 •- t Jr..!'rNb , t^'dIP (Cd.A3l4rJItTT) OVER 5/8" 1'LYfWb. EA, SIflC. °n► � � I ._ �Tr81L 1;IliE ° 1 I - FRP (GLASBORD) OVER 5/8" PLYWD. EA. SIDE. ANGLE i t x4'x3/t6'x0'-1 t j4" iT)NG. Q +C I ' to CeE pleEP_ ;$ IMMUCE�I ° ( PRODUCE EF�EP, 3/16 v F.F.�-- /2 A. L7._ _- BtlRlvll� C'� veru Dpi[. 6" MTL STUDS O 16. OC A 1/4'x3" ENP ANCHOR w/ WASH INTO COIF t>o oEcx} (AaOVE aa. a 6+RA( 0) (RATED pErLttcroN} shoo NA NOTE: ALL IIALL/FINISIIf5/SEALANT/S.S. 8Y G.C. NOTE: ALL WALL/FINISHES/SEALANT/SS S 8Y G.t: - 6' MTL. STUDS O 16" O.C. B 9J11!• ! UNLESS NOTM OTHERWISE. B T R - 2 SEE 3 SNS ♦ s 2 L C A P P R Q►D t C WAY_L UNLESS NOTED OTHERWISE. Ae o o An.a Y �.0 1 23 CAP � PRODUCE WALL 24 PLA SECT. 0 TOILET PART, _ I , - ti, • r Y. 1 -0 �If>;o-�3 3" s 1' 0" bso-E� YM . 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OL Cm= c=IIIIIIIIIIIII 'A • • `� c' c' CEILING PLAN LEGEND iv Ito solv•ll•r,l•soot l•••s• EXISTING DRAFTSTOP G� rte--+ rte• q O O A ; �.- -- - ----- + -- - _- -!- - l-' 4-14 H 1 -- -� o e o J.1 J.2 -� � IGa ; 1 _ F NEW DRAFTSTOP EXISTING CATWALK Q < u- ••110.1 ..111.. 11. 111,.1111 Y,...... ,i0/0N 1111'1.. 11w11w1[ IY1U111 011. . 1 1 1411 /..91..1 11111 ELEC IC L Y S-" -- r Ili � �� C:= 0 0 � LIGHTING FIXTURES L4 N C� �? c-�r �� EMERGENCY EGRESS UGI•tT1NG FIXTURES 1 � /\ • o 4 1 1 + i 1 OT � Q. • o= O - F•' ) . ® NIGHT LIGHTING FIXTURES cr.a 6� ol•• c7 - 00- • fill 1111 IEII -� 1 / • 1 11 r 1 1.9«11,1 u.. . s . . 1 _ __ � ® EXITING LIGHTS I ♦ ♦ 1 ♦ i �� b Q BRACKET FIXTURE � I �r t"HMI •QAC SYMBOLS 1 ®�L� � SUPPLY OUTLET 1 - L iff 'N uAll ul ®e�0RETURN DUCT RISE - �.,� ,9.91 TT . 1 -'-�_-�(� ` t- FIRE SPRINKLER flA- B a � � 8 - > )R U G C� FIRE SPRINKLER HEADS �� -- - GENERAL NOTES _R-- q e ■ _ 1. -OR MATERIALS ANO FINISH CALLOUTS, SEE UST ON Al2.0 �I D.1 _ _ ±" ° • I I i 2. FASCIAS DIMENSIOr:ED TO FACE OF STUD UNLESS NOTED OB� g OTHERWISE 1 0 ° I I I • o • A 1 --- -- - - - ---- - - 1� et�G7 I� - 3. FOR SUSPi NDED AC TICAL PANEL CEILING LATERAL o ' --�� BRACING SEE t9 20 I 924 t2 v� 4 AT 2x4 CEILING GRIDS W/2x2 LIGHTS AND/OR ` c --- A 051 GRILLES, ADD EXTRA 2' T-BAR BET',.'EEN EDGE OF LIGHT 1 �- OR GRILLE AND CEILING TILE, TYP. '-� -�I I I 5. FOR FASCIA CONTROL JOINT SEE 12 4 W a 80� 12 I I .G '� - 6. PROVIDE SOUND INSUL OVER ALL RESTROOM CEILINGS 7 FOR FASCIA AND WALL JOINTS SEE 14 23 25 �+ ' 12/ 12 4 12.4 LL. 1 2 4 ; g g I4 X15 t 7 18 ig 19.1 19.2 t9 3� 20 0.0 2U.1 21 22 �- • / �. S. PAINT ALL EXPOSED CONDUIT, DUCTS AND PIPES EXPOSED TO j I VIEW ON RETAIL SALES FLOOR. PAINT TO MATCH CEILING COLOR cc - - -7 i` Iv Y -- 9. LIGHTING AND HVAC GRILLE LOCATIONS FOR REFERENCE ONLY. U. L-� SEE FLEC AND MECH DRAWINGS 10. AT ALL EXISTING SUSPENDED ACOUSTICAL TILE CEILINGS, CLEAN ar I REPAIR CEILING TILE & GRID AS DESCRIBED IN PROJECT MANUAL SECTION 09090, 1 R e v 1.0 1 o n C II. CENTER 2x4 CEILING GRID IN ROOMS UNLESS NOTED OTHERWISE J � � 'maw i 12. DO NOT ATTACH SUSPENDED CEILINGS, PIPES, CONDUIT, DUCTS. ) 1 SPRINKLERS, LIGHTS, ETC TO THE ROOF DECK ATTACH ALL 1 f C B`} - -- 1; SUSPENDED ELEMENTS TO STRUCTURAL MEMBERS ONLY. l 1( 3. GENERAL CONTRACTOR TO CUT AND REINSTALL CEILING FILES> Q WHERE REFRIGERATION PENETRATIONS OCCUP, , 10 12 14 CEILING MOUNTED AND SUSPENDED UNISTRUTS EXPOSED TO I RETAIL VIEW TO BE PAINTED TO MATCH CEILING COLOR. i 17 MASTER R E E LE I�TE D CEILING PLAN 15. ADJUST CEILING TILE TO uINIMIZE CUTTING OF GRID FOR _) RECESSED LIGHTING. ��,�����`J�,ti z 1 --20 --OIt L KEYNOTES (KEY NOTES USTED HERE ARE FOR THIS SHEET ONLY) Ot PROVIDE SOUND ATTENUATION BLANKET THIS CEILING LLL TAK «.r1` ev�-""Z�"r.Ilw r ODO NOT SCREW MTL CLG. JOIST INTO RATED WALL - 98134 10.200 II - o.«J.11 •« Date 1. E C �'� OPENING W/ METAL TRIM FOR ACCESS TO COILING GRILLE f} \/ CRANK OPERATOR COORDINATE EXACT LOCATION W/ CRANK < MASTER (�,[-CIM I OPERATOR ON GRILLE 9 > 10" METAL CEILING JOIST O 12" O.0 (J � I \/ FOR LATERAL BRACING SEE DETAIL 19/A125 !1`11.9 tl. 10 10" METAL CEILING JOIST O 15" O.C. t r O FOR LATERAL BRACING SEE DETAIL 19/A1; 5 k" 6•' METAL CEILING JOIST O 12" OC. ` Shoot (�0' FOR LATERAL BRACING SEE DETAIL 19/Al2.5 SIM J 12 16 GA. X 1 1/2" CONI STRAP O 48. 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I , ► I ! - 11 1 ► 11 t i I I I • ,s••-o• 1 i i j i ; , 1 ! # ► � � ! � ( , � U 611ACKE FIXTURE T -ir1Ai( TWG L.' �-� -�-} - -- �--�'- j-- - .,_..ir.y._.. t.--i--�-� + -r -+ I-- �. .�-_t_ ..._r_ _-4._f.--#-._�-- !.. ' - - ? i i ! 1 f 1 i IJ 1 HVAC SYMBOLS + - acln FINISH TOMNAT04S O -4 AREAS OF STOREFRONT suPIY OUTLET-a �NEW CEMENT s DEMOLITION TO MATCH EAS 12. i j i ( 1 r '1- , '^i--r t- -�� -i- - +- -;•-- ~}-- �-- - OCt 0ICJ tC_.J RETURN DUCT RISE FIRE`— �- -r- —rt --, -1 - - -+- - �- - i- SPRINKLER i �t ! I 1 1 , I I i FIRE SPRINKLER HEADS \ , It �- -�--I-•(- -- i- I _.� --+--' -� -� -.�--�._ �.. -� ��t . t_ .�--� . �t _�� © �[ O' G� O 1 r _ ` � � I ► � I I _ +�.. I _ _. _ _�_ { _ _.�_ , I - J 1 _ f - GENERAL NOTES I. FOR MATERIALS AND FINISH CALLOUTS, SEE UST ON Al2.0 - .•. 2 FASCIAS DIMENSIONED TO FACE OF STUD Ut&ESS NOTED CLO _ 3 0 THf.R1MSE r .i a 3 FOR SUSPENDED ACOU TiCAL PANEL CEILING LATERAL j r-- II li i 11 111 11 11 11 11111111 11 11 16• II 1 ll 11 11 111 11 it it 11 it 11 10 11 II i 11 i! 11 11 Il 11 BRACING SEE / 12 i � 4 AT 2.4 CEILING GRIDS W/2x2 LIGHTS AND/OR s•.. = GRILLES, ADD EXTRA 2' T-BAR BETMEN EDC,E OF LIGHT OR GRILLE AND C(::.WG TILE. TYP S" I S FOR FASCIA r-,NTR(7L JOINT SES .. t2. = 6 PROMDE SOUND INSUL. OVER ALL RESTROOM CEILINGS 7 FOR FACIA AND WALL JOINTS SEE 14 23 _5 w 12. 12 12. r $ PAINT NL.L EXPOSED CONDUIT, DUCTS AND PIPES EXPOSED TO + t. NEW CYq RETAIL SALES FLOOR. PAINT TO MATCH CEILING COLOR 1 ` 9. LIGHTING AND HVAC GRILLE LOCATIONS FOR REFERENCE' ONLY. U� CE�____ SEE ELEC. AND MECH DRAWINGS 1V, AT ALL EXISTING SUSPENDED ACOUSTICAL TILE IUNCS, CLEAN REPAIR CEILING TILE h GRID AS DESCRIBED IN PROJECT MANUAL ' SECTI;)N 09500. � : 9 11. CENTCR 2x4 CEILING GR10 IN ROOMS UNLESS NOTED OTHERWISE s r • 12. DO NOT ATTACH SUSPENDED CEILINGS, PIPES, CONDUIT, DUCT'S, I ( SPRINKLERS, LIGHTS, ETT'. 7'0 TAE ROOF DECK. ATTACH ALL D C I SUSPEND EM�JdTS TO STRUCTURAL MEMEIERS C'NLY. _ + t 13, GENERAL CONTRACTOR TO CUT AND REINSTALL CEILING FILES - WHERE REFRIGF_RATION PENETRATIONS OCCUR 1 j 4 14, CEILING MOUNTED AND SUSPENDED UNiSTRUTS EXPOSED TO � n RETAIL MEW TO BE PAINTED TO MATCH OILING COLOR. ' I i5. ADJUST CEILING TILE TO M'1NIMIZE CUTTING Of GRID FOR -. -tS KEY NOTES (KEY NOTES LIS;TD HERE ARE FOR THIS SHEET ONLYQ t Imp PROVIDE SOUND ATTiENUATION BLANKET THiS CEu•ING r i vim' ' S <s > DO NOT SCREW MTL, CLG. JOIST INTO RATED WALL C OPENING W/ METAL TRIM FOR ACCESS TO COILING GIrjul • , S7 CRANK OPERATOR. COG^WHATE EXACT LOCATION W/ CAA.W OPERATOR ON GRILLE. r 10' METAL CEILING JOIST O 12- O.C. - FOR LATERAL BRACING SEE DETAIL 19/Al2.5 •- - tp 10• METAL CEILING .MOIST O 16' O.C. C'H O FOR LATERAL BRACING SEE DETAIL 19/Al2.5 iT6" METAL CEILING J04ST 0 i 11 1 FOR LATERAL BRACING SEE DETAIL 19/Al2,3 SN. 12 16 GA. X 1 1/2- CANT. STRAP • 46- O.C. SECURE W/ /10 SCREWS • EA. JOIST FOR LATERAL BRAC04• SEE DETAIL 19/Al2.5 r � , FIE !-T I 1 1 . 11-1111 „ CUT BAG( EXISTING GYPSUM BOARD 2•-3`, INSTALL NEW 2'-0' EXTERIOR GYPSUM BOARD WITH ROUGH TEXTURE y 1 TO F. ExISTIMO Ni 3' MTL SCREED `, � � � povPilik�h �,• . ry . D a KEft M� LLL iC 91at%CO El 01 (2 (t4 ®rl r v �', •• v Y -.-- -..�1.,A111 AREA 'TY ,, •..lINMt 7'1'r �.. Ghiwl No. ,�' - f • O t fi LECTED CEILING PLAN AREA D ' ;-,. - •_�' ,,, ' . A904 , , ►111 � l” H YI 1. 1 ♦.Y r •_`. ._. .. - k if" ,, - �• A. 29 Of 73 w.t' _ . i�.... i, ,-• / ,,;•'.',• �.64 .Sj v. ; E t.+ 'f, .,,......+r•r•-....----=r. it - - - ._—...�_..�,..,.�".,.r.._ •i ,_� n ./' :111!•-.. ....`M.yrw,......- .t M .,.,.. - .....,.,*„n�1.,,. Lw.- i.1M•+'.+I/�`�� Tr'wl' '-...w..•.. -"w -�� ! .f •f►.• .�_ �i..i. 14 16 ►��� ���������� ►►�.l��il����i�� 1.1....1.1�1�1� 11i1111l1111111 1111111111111 1 , � ( � 1. 1i�.111l1111111 !11l1111l, Iilllllili111111l11111 Ii!lIIIIIIIII i 'II I i l 1 TT111111iI i iillll,llllll IIIIIIlil11!!II Iilllllll.11lll Illlllilllllill IIIIIIIIIIIIIII IIIIIIIIIIIIIII IIIIIIIIII �Iudn 11tiIi �nI a nnn�nnll'lnllndl to ndl9dnuin1�11uiduniltii�nnhTiSllnlh+Tl�nnlClfi�Imhlfilnelhl�i�tu11� h n r ludt�+lGtulufiluub7ii'rorG Inlh 1 uuh 1 u,'61 10. 1 nt111Ri null a adn i unli�n116 md�uu�t�1 unh a nll + � ( S Fj -rev.......a. -.,....... w.r+�.s—...=,..�,...... s.� �•ti,.. -�.. �: ,eR•. o+ ..,,�. ,,. ., N _ .. .,• {7 'M'Ni..wrr,..._.•_. .. ,.....'nmsnt•r1u:._,triYY,YyM.yyl�f, s.•.. ,1/ .:..rig.aibr...•. .va+w+AirrrFrir....e•+11a�V-'• ..rte•+.• ..•:.,,�y.._.nnW+'iw .,wr.�rPu+l•.'.,.'.Ni1Mr+•w.ita�l�yo.w....,«.. J` - r . yr 4 111111=IIIINI 111'11 1 II 11 1 11!"" - + 11 . 1 111111111111111 111 111 1 ■■ 1��1,1111,11 til ■ 1 ■ R ■�' ■ 1 ■■'I ■■HIM ■IA ■= I DSee _ c :.a . . ., i1• 1� ii1 �� 11 �al� _- � ... _ _ .--. 1 1 1 IllllilNll111 1 1 1� �� . . 111 !! i ■■■■■ ■■■ ■■ ■■� 1 l 11 11 I III nHilll111�1 111 1111 • 11 I�111111 1111111 Vii, . . _ � 11 11111 1 1 !1 , �7 NMI II IIIHIIIIIN 11 11 I1i1111 11�� . �1111� � i - 1 11 1�� i ��� 'r�����i���®®® �� i 1111 I1 1 11 ' iu � i�i�■■ i 11 11 11 1FIXTURES 1 a 111 �11111111�1 �' ' Vol 111 111 11111 i IIIA �111�„ TMOM �� . ORACKET FIXTURE 111 1 111 111 111HVAC - 11 1 IIIi1 111111 � BO 11 111 11 1111 11111 1 1111111 111 1 111 -, 1 � 11 � 111- r■ � SUPPLY OU VLET � 11 RISE �� ;1111l�� 1 I� S ll�lll 1111l��SIMI 11 ��I __ r. •. 1FIRE SPRINKLER !I � 1111 1111Hi 11 1111 1 11111111 111 111 1111 1111 IIHI ii�n1111 I 1 i • 1111111 1111 111 AM L, III 11111111 11111 11 C..ENERAL A NOTE L 5 AND FINISH CALLOUTS. SEE UST ON A120 ;A IIIIIIIIilllllllllnlll� IIIIIIIIIIIIIIIII III HIRE 11llnl OMINEE 1111 1!11 11 'R .' : 2 FASCIAS DIMENSIONED TO FACE OF STUD UNLESS NOTED '::111 1111 111 1111 1111llHill 1ISE 111111 111 111 IN IIHIII 1 ',. SUSPENDED AC CAI- PANEL CEILING LATERAL. +r 4 M. -'-- �'l illlHl IHIIRIiI aBRACING SEE Wm riiiiiriirlr ' : �iiii +WYY.YI►++'u Y,+ Y�V �;ViIWGRIDS ' IIIIL!Illl li�il ..: . 'i�i� l- "'ll n111 11111 111 1111.11 lull INN MINIMUM4 AT 2.4 CEILING GRILLES. ADD EXTR� 2' 7-BAR BETWEEN EDGE OF 1 11/1111111 1►" :11 11111 1II IllillHiH m M S `` 1 1 �� _ 111 1 111 NI IlillHll 11 1 1111 1111 111111111 " 111111 '::::ZI::::::�s.:Iii11- _!IN 111111 1 111111 1 111 Ellin Hill 11111 1111111111 ` 11111/ 11 111l2X11111 1 1111111 0111 1 1111111! 1 1111111111 11 IIHI IIIIIIIIIIHII�IICIIIAIllllll11111 lHllllllllllllll I 1111111 11111 HIII 1111 11111111 IIIHIIIII 11 111111 1 11111111 1 11111 ®1 n1111H1111 IIIIIIN 11 D GEDOGCSARMPIARPETECFSAECIGCOUESN'MANUAL INHI 1 11 11111111 HOUR 111 11 1 111111 11 IR -.:1 IIIIHIIIII 111111 IIH1 1111 GRID IN ROOMSNOTED • 1111 1 11 111111 MUMM : : 1 �. 1 1 1 I Ai 1E `�� •� ,. . 1 1 I •0 'IN®C I[ 1 11 � i1111H1 1111 11 �o�i��aa ..■■.■ ■■■. I■■■■■■■■��■�� ■\1t■!■■■ ■■■■■ /■�■■/■■■■■ ■ RE 1111111 NEI i�\■■■■■lil 111 I - . -- GREFRIGERATION- PENETRATIONS' ROCCUR. e ® 111111111111lH � llii ' . �` °�': MATCH CEILING COLOR.1111111111 111111 `1III IN S R. RETAIL- ; ' �_ �� � N �■■ IAAI lil IIIN111!111 11HH11 IFNI 11 1 � NOTES 111111111 IHI 1111 11 .�. 111 111 1 • S CEIUNG • GRILLE• "+ ,. , . , WALL 1111 IUIIIIIIIIl1� 111111 1 ® ' �• 1111111 0 :: CRANK •• - U - �-� :N: : ' 11111111 - . COORDINATE INN IIIIIIIHill 11 11111H 1 ,W -- o � m .�. Illlllll10" METAL CEIUNG MST 0 12' Iul RinIHHlllllll . : IU 1 111111 . : _- �In 1 1111 111111111 1sl=ii N11111 -- mFOR LATERAL BRACING �EE DETAIL 19/Al2.5 1 SII 11 lig. li 1 111 m ' Illl�l BRACING - HE 111HE 111111 HE 111111111ln1 111 o - - ® L 1 �I I IIIIIII111� -�'-- - - Hill 1111111111111111 ■ ■■■■I■■■■ 111s■•• 111111 11111 0 � � Illll!... X11111111„ 11 Illllll�l ' IIN1 111 11111 I�1111111111 _ i�; o ;■,■■����_ m m cm m 0 0 k I !n r „' l.i '` t l fir • r'��i.�. T( � g{ j•. �', . Y �r .,� l,� r l ;fig / .�'.•s..r '}" I Off- �w , t i iA\ , t+ ^'t i. 4 : *r • ;j; 4r t. �f . j�' ,. �" r•+ 4 I VIA _11 ,CEIuNG PLAN LEGEND ��►1 F , t' t. N►���,p� EXIST" DRAFTSTOP +l� ,� __ '. •�-� J.1 ! NEW DRQ TSTpP .' r EXISTING CAP"X ! 4 S s yS` ►' " EL Cif f S y! A'. }+ - -D LIGHTING FIXTURES ;y4a I IfNl�illl 11 EMERGENCY EGRESS LIGHITING FIXTURES 1 NIGH1 LIGHTING FIXTURES 3 CL _ i C 2- t ® db EXITING LIGHTS 4 1 BRACKET FIXTURE HVAC SYMBOLS SUPPLY OUTLET '' Il it t! ll li II I' t1 fl 1L, It 11 U II 11 I.i - c71o0pi2n RETURN DUCT RISE I FIRE SPRINKLER � q o FIRE SPRINKLER HEADS Y c I GENERAL NOTES B .F. O 0' 0` DOOR HEAD 1. FOR MATERIALS AND FINISH CALLOUTS. SEE UST ON Al2.0 _ it 7"-0A.F.F.N . , 2. FASCIAS DIMENSIONED TO FACE OF STUD UNLES= NOTED 2 OTHERWISE - 3. FOR SUSPENDED ACOU TICAL PANEL CEILING LATERAL I J I- C -- -_-__ __-- _ BRACING SEE 1Z. 12. 0 F. IC9 - 4. AT 2x4 CEILING GRIDS W/2x2 LIGHTS ANO/OR " l «, 2.t W1 ACCESS HATCH GRILLES, ADD EXTRA 2' T-BAR BETWEEN EDGE OF UGHT NO L DOOR HEAD OR GRILLE AND CEILING TILE, TYP t11 M%TEJT O T-0JR�IE t G DO 04 " A.F.F. 5. FOR FASCIA CONTROL JOINT SEE t5 tr t2 PIP C C N r 6. PROVIDE SOUND INSUL. OVER ALL RESTROOM CEILINGS t 4 - IN R( F 1 FOR FASCIA AND WALL JOINTS SEE t2. t2. t2. t 8. PAINT ALL EXPOSED CONDUIT, DUCTS AND PIPES EXPOSED TO I ' VIEW ON RETAIL SALES FLOOR. PAINT TO MATCH CEILING COL ' RP NT F U TR SCOLO 'R R _ F t2 0 1 9. LIGHTING AND HVAC GRILLE LOCATION'S FOR REFERENCE ONLY. A,N J 110 R P W E DE SEE ELEC. AND MECH DRAWINGS w ------- - __� 10. AT ALL EXISTING SUSPENDED ACOUSTICAL TILE CEILINGS, CLEAN A �► REPAIR CEILING TILE do GRID AS DESCRIBED IN PROJECT MANUAL / 2, D 1 .C. SECTION 09590 v 2 8 D / 11. CENTER 2x4 CEILING GRID IN ROOMS UNLESS NOTED OTHERWISE FC E-31 0 1 12. DO NOT ATTACH SUSPENDED CEILINGS, PIPES, CONDUIT. DUCTS, 1 , _ 12 0 _ SPRINKLERS, LIGHTS. ETC. TO THE ROOF DECK. ATTACH ALL SUSPENOLD ELEMENTS TO STRUCTURAL MEMBERS ONLY. D,, 13. GENERAL, CONTRACTOR TO CUT AND REINSTALL CEILING "FILES WHERE REFRIGERATION PENETRATIONS OCCUR. 1 ! \ Y� I 14. CEILING MOUNTED AND SUSPENDED UNISTRUTS EXPOSED TO •. ,�"�PT t- RETAIL VIEW TO BE PAINTED TO MATCH CEILING COLOR. I , �? 15, ADJUST CEILING TILE TO MINIMIZE CUTTING OF GRID FOR 11I1t.IHl t - _ RECESSED IiGHTiNG TIN a �\ ---- - - -- -n KEY NOTES (KEY NOTES LISTED HERE ARE FOR THIS SHEET ON:Y) ,+ I } F < t} PROVIDE SOUND ATTENUATION BLANKET THIS CEILING IJ Q <e> 00 NOT SCREW MTL. CLG. JOIST INTO RATED WALL I w� OPENING W/ METAL TRIM FOR ACCESS TO COILING GRILLE CRANK OPERATOR. COORDINATE EXACT LOCATION W/ CRAM( 1 I / 3/11 vp EI _ OPERATOR ON GR,LLE. a 10' METAL. CEILING JOIST O 12` O.C. - O FOR LATERAL BRACING SEE DETAIL 19/41112.5 w L1 �'1U� 10" METAL CEILING JOIST O 16" 0,C. FOR LATERS,L BRACING SEE DETAIL 19/Al2.5 I1- ILL A 1 12' _ RAI 7 __ t0- 11 E" METAL CEILING JOIST O 12" O.C. O FOR LATERAL BRACING SEE DETAIL 19/Al2.5 SMI. ry 16 GA. X 1 1/2` CONT. STRAP O 48` O.C. - TU 2" 0. 4. t? I SECURE W/ IPO SCREWS O EA. JOIST WA_ 2` a 9' LpL 3,4 A. ID - 1 _q tT FOR LATERAL BRACING SEE. DETAIL 19/Al2.5 f t 1r 4 0 CL4 W1 B. 4 c-� CL W1 _ 12 ► WI SACK EXISTING CYP9tW B'9A4lp 2'-3`, NSTAU NEW 2'-0' EXTEtWZ Cl4 GIPSIIY DOW ON ROUGH IEX W3 1 _ W3 CL5 �u To w41►Ttal E1111SS1NG 11 3r M>t SOOD AT COOT -SEE WALL S1 C110N5 FOR -�.- CAIWx'Y SOFFIT FINISHES �... OA �---- CID UK 19.2 19.3 20 0.0 20.1 ( 21 22 .f.r •t ; •Art `•, ,� , .. � .V 22 REFLECTED CEILING PLAN AREA "Floojo YKIM Ir T 2"wo 1/4M 9 - 31 of 8 _ or ,•, y • _ • 6 10 ? n n 30X t Ilil 11111 111111 11 MIIIIll111111 lllllll 111111 (11111111 (11111 11111111111111 IIIIIIIII ! 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D.1�1 1.1 a �► ` �� i1e.�T r r r LJ MEA f MEAILR L PRVP .: L J 1'14 1:YOM __. --• R ,�•�; 1t - - H FR EN STOCK R 1 T PRODUCE QAIRY EU i I (; ��R N.2 i d . .RI &K F PREP do A 111 CtIf - - ...__............. 1T MEAT 7 - __ •-- N-�- -�-- VL��-' .� _• � r C.^3Of I I - - M 1� Ir I j • r _� _ MPL I -- 22 Vs yAK RY 2.2 17 - 0- 1 1 �. 29'-3• Is'-ar / 1 I Ct r [Se QA ERY _•+.. Lt 11.2 I I SwF g I HAHA 4'-0• ITFT �}--- 1 <A I I TABLE , C1amigong an goes mas Ila 6"s M L -1 2/ ,meq I � 25 1 ^ 10. L� , UTING 1 2, - r-3 1/21 '. I 8UI kG Y 10. tY»' INTIMATE - Oil A - PEI. •,� ' I i�>�� 1 t fir._- - ..•-_.� �Oc� C1 J.2 DE 1 t I I VCT1 •� _ __�_- - _ 1 ( PRP + + I 1 135 OT1 -+- - t 1 - ------� 4ow Age, .�� _ t b L--------J T 138- 22 22 I t VCT 23'-11 a Jx C I A1.0 � .n rr I ` .. I DE RY �1�5 . _� S vert - ELEMENTSv t 22 C1 i 107 F.1 FREEZ R i I Io 1R r1r � � lr � r � 25'..9' 10'-O' . . . . . . ,_, . . INDOOR , ----. 22 I o- I 2, PANTS A2.5 • ; I0 u 14 ---T ,,, I OT2 22 A24 22 C1 - ---- E E I o Io - 2, (PHARMACY 1 T 1 q R. 1 Io (R TAI C NS JL _ 0.1 - - - ------ 1 _ - + D.1 a 2'-0 32'-b• 2'-0' IAlb171 22 of 1 ST \\ A2.e 17 I - 106 0 + T STA!R� �WAMU I - 1 T 72 \ r-- -•-- Ct p• 1► 1 - 1 AK 0 I PHARMACY 6 MGR P ( I l ' `1 R.R. T R \ ul ti �� STAIRS j 1) MEN AUTODc OKS _.-__.�I - 1 IY -T K CD of a 1 " '• ' ~ T 1 �ASKART 1 I FM PC LEC 1k ONOM _ I ..i �' ti ...�"- I HN Y S,• . IkArLl FSR � 1 w w - - - -- - -- -- -- -- - --r�wrr� - - 1Y rT-r- I1Irf � toII C� r 11 1r INELRY I (� 117722 r I GENERAL NoTUs 1• AMR TO $PTFE? Al2.0 FOR MATERIALS UST 10 12 2. PROVIDE RM80 BASE ® • CWCK STANDS AND CASES W-FER TO OW 4M. FIXTURE DRAWWS. 0 A, 1 2 4 6 g LUNCH e 15 p M 17 16 19 19.1 19.2 19.3 20 0 20.1 21 22 w ..y'. 3. PkOVIDE REDUCER STRIP AT CARPET EDGE. TYPICAL AT ALL CARPET EDGES. `n'rr' IE 4. PROVIDE BASE ON FIXPJRE OR COLUMN FURRING e' .. •,� 8. NOT USED ,y O,RRID�_ »r 6. NOT USED �� o, i 7. REMOVE EYJS r1MG FLOORING AT AREAS TO RECEIVE ENTRY MAT, OR TILE. ,� I R V >t'I O n (SEE DEMOl)TION PLAN) PM PERwr S. FOR TILE. EDGE TRANSJTION, WE to A T �� !S 10 9. PROVIDE CONTROL JOINTS IN TILE APPROX, 12' TO 14' IN EAC..I DIRECTION T AND OVF,R ALL COLD JOINTS AND SAW-CUT CONTROL .JOINTS IM CONCRETE SLAB. TILE CONTROL. JOINTS OSIER STRUCTURAL JOINT'S MUST NEVER BE ARROW" B 17 1HAN THE STRUCTURAL JOINT. FOR TILE CONTROL JOINT, SEE 24 •; ..��.. M N WOM N L�OCgKE a I �• :: " 10. PROM[ 1/8• OUT JOINTS FOR ALL CERAMIC ft" AND WAM Ta 10 (12) T,r 17 MASTER FLOOR COVERING PLAN = FLOAT LEVF O 0011MKI W. 24 CONTROL JOINT HATH LED OF OUAtIRY 1�E - BACKER POD AND GUAM IL,E VCT EVERY 4TH. LL" TAK i 5EALAN1 Tug! •lm r' 1 • ', /R`. ' 1 1/4" MIN1/E1" TYP. THN--SET TILE T SW4 SIDE QtJrOERM FOR p/INNZzzll Ail IJI-A ►r+y.-�--- all, • 1 i t \ .t A VE F i ; e•• ! ry: /f .4',1:5':r •�i s lbr .+y u� ', ;� J. .� - ' 6. Pop A* 4 nFs - -. I -- fit comm. t�lYAt� sheogot Title l�r� ✓ cf` 1 - II Q EXIST. CONC. SLAB 4 1US Ow_ SVW r CONTROL JOINT IN SLAB LEVAMC �1t !' :� Ij D SEE STRUCTURAL FOR $FT•O AIY TU LOCATIONS t+} Alue ,fir CJ DETAIL, 24 FLOUR TRANSITION DETAIL 25 ENLARGED TILE PATTERN �► ;aJ�` 21 EN A�tP� ,, :�Il� PATTERN 22 �'LAI�LAND CARPET PATTERN 23 . f• � Is r� b•1 - rfYy{ k1, }1� • 1♦� N • 1. .• r. 0 " f 1t 1 //y�� _0 • M ` •' � �1W-i� .�r .Rrr�1 n•'� ■.�.ar ..JrweJ.r r.o.. �. ' M•^ p I A'.�' 11 D1WL.� �•'. A 'Y i Y,µlRa , 1I'• ' :. q}:. �i '. �•' 374 j.'"..< 7-` t � A �. > 1:, • / _ 'r� omw Sam 2000dMM. �„w h .f , /r i •lJ._ ♦� -•� 1 •i �• - - -- .--_.ti.L,1L..riri+ul. �1�1' _ y` � . i .; ,.• fir •, i • x . . , 1 i 32 Of 73 • ► ice- , .. ..#. dM. •,/� .... . . • .�{ ,.. .,. -v' f. �"` � C '_ :t.�"AT'qi.X-4 $' ,A ,. ... ♦ _ . ).' ..�. i e �., 'J ✓t�.,,r•.!r #r`. _..FA ♦1 ..�. d... h"M „i5 . .t e ' ♦ oh ...r. ,. 1 w •• . 1 _ -_ .�' +aA • . J+' ► ---^-- ._ p.kyr I"-- --T _ _ _ ,.1► _._""'�11�`.-_- ! x_ w • ox 10 I? 14 ` 16 • 1 I 1 , TM rrf 'f- nuln+iii < r non nul n nuh r roL r uuln du r nulil��onh r rmlrr r nuiiifr nalr�►ndI 11 r I r �uI�i�uulr�ruJ+�wdlWln�rh�nnh�unhiifh�h�Inolt�i�uulil��1II11oTi�Iuditfi�wdl�ud��uulllif�;:�dr61�nubrdN��udrl�Lruhi�urrhr�i�nuL� .. � -.. .«......,..rrr+-r.r.. w...sa,+:...rr.Y....:. -.,.. -.. ......,..-.a. -....+-_+_.... .:-.ww.•+r..•. _ _ -..A ...1G' '�iya•rn•.<• • � � ' _ .. .-.....•....,,. .MMi.Yirr+.�d6�Mw.♦...•N.•J�4a.L...A.+P.4 ,+cwv-.n....w• AAh •i• � �:+ - .t'..+My...:.. ., .w.wwr:-+w.«w�r«...+Wna.N.aw+•n"wnr-..T,n+WI.-.o--...,. ,.._..*.Y.w�p,..�rw^rww..+:.ar Mww.»♦.aw•.�ci. ... ..... I'r ' r ? y'.!. ,>w v r � !^.t � .�YYSxT{!l .`;' yL+• r ., xr �t:: . r+riV • ,'.. ..r ti, 3 MASONRYdCk 14 w) r n. 1 ,„rs 4 �_ C.l..`r . a I/V cw. BOL FI , /� STI. ANGLE B�[lOw\SFE tl.t ' MTL. STE" w/ MMk. - , IF �~ y'�•r•S. { . .�. M.,/'rtiYr ( e --.r--- OM.U. ND. 6 LA 7P(D I HOOKED wF1E1G SNOW ON PLAN.) MICN� O 39 O.C. MAX AND d NO ♦ L MID 1100KEO !F 11' FROM ENDS AN611tyR 0.C. MAIM Alp BLOCKING B' /LLCM -- ,d i• x ' H two no" 0" AND TRACK Sr !- „� Ol' MFR. FINISH SIL PIPE FNM w/ f,ONC. • L AtJCJ/ w/ WIB ;EE FLOOR PLANS SWIk M SEALANT a •• * - �^ SIF.EI CHAIMEL WALL WIDTH A AT.ION AND NOTES AND TS '. - 1is tt S 3/4' HOLLOW METAL FRAME,SECTIONAL MASONRY HEAD HARDWARE BY M TRACK AND HARDWARE BY MPR. _011.0 1 HEAD ONLY) :P.:; 1/4' SENT PLATE W7' FLANGES x1 •;`C. HOLLOW META, DOM T . 2- HEAD ® SECTIONAL DOOR 3 JAMB ® LOADOUT 4 HEAD 3' . T-0" 3" - T'-0" mn—OM3 3- _ , _p• Dt4t-A4 y I/4" BENT PL W 2' FLANGES '— (Commit $M.) ~ a a .- —SECTIONAL DOOR AND TRACT( q�g i BY MFR. 1 1 tl STL ANGLE W/ 3 I. ° 6 = EA.N.5 0 3'-0' O.C. ANO a END 7 0 �--s• \\l`'j —STD. 5-3/4' H.M. :RAME SE! /TAME W FLOOR }� TAPERED, 1 f/s- TO I- --- RECESS PRIOR TO POURING FLUOR SLAB OR �Ei•J[ \ PATCHING MORTAR a NOTCH FRAMF WHERE IT LAPS IdVIT FLOOR 1 •i'�• �.'• - `S.S. END CAP �� Q R'� rTIr, #4 SMOOTH fe' . 2'-0' -THRESHOLD BELOW (NOTCH OUT O DOOR SIDEWALK / O.C. ONE SIDE GREASED STOP ITN FRAME AAMBS) ^ '• ' EO E0. �/ F.O.C. R(Cf5$ DEPTH VALUES ` NOTE: FOR HEAD DETAIL SEE OCT.@ Pl�8 JAMB ® BSM 9 SILL ® OUTSIDE LOADOU_ T 10 3 JAK18—� 3/8" = V-0" dill-b3 3" _0' ,7 4 3" 1'-0" DOOR FRAME CENTERED IN WALL RETAIL STOCKROOM OUTSID NI�QE r STANDARD EXT. DOOR (HOLLOW META.) -- SEE NOTES O u nt r _ HU WD. END w/ $MASON NUC EA. END -- AUTOMATIC DOOR BOTTOM \ / 1/2' SHIM WHERE OCCURS SEE HDMR, SCMED. 04ER FLOOR AX CARPET END EDGE STRIP O SIA - / + y N.C.7IK+ESH(LD SEE NDWR ry 1/4' BENT R DOOR FRAME � � ' SEE NOTES O tF r DOOR BOTTOM PROTECTION a Atl SEE HOW IIS' r_ CONIC. SLAB 3 JAMB BEYOND LONCRETE SIDEWALK 13 HEAD ® STOCKROOM DOORS 14 SILL ® EXT. MAN . DOOR 3" T'-0" ant-c3 J• T'_p• ul tl_t4 STOCKROOM -J /—SLT;Ep "FO FINISHES 'd RETAJ SCHEDULED FINISHES SCHEDULED ' -- 3 x 6 WOOD BRACE FINISHES STRUCTURE ANCHOR TO ROOF STMUCTURE tEGOD NANLA 011 -- 3 1/2' UNLESS NOTED FLAT PLATE 1/4'X6Xit • ) NON-RETNL SIDE OTHERWISE ON PLANS 3/8x4'.5-1/2'x4'WIDE BENT It , i Af RLOb WELD TO FRAME AND f F`I/2. iv ANCHOR To FLp. w/ (2)- 1 ---'- - 3/e' O R 3 1/2 NCH T^ __ 1 4' fYP. n 1 !' TYP. EXPANSION ANCHORS. •ly H.M. FRAME /_' SIIIII ✓i, STEEL PIPE _ 3'-O' A F.P. k 2'-0' DOOR B.F.F.-1/4' STL. CAP t b WMFRE (ICCIIRS WELD k 11)TY SLOOIH \ (PAINT Pe) TW. II iC 1/4' BENT A OR FRAME- ^ O CC VERIFY wDtR w/ 1•-0' T' 1'-0" WERIFY WIDTH W/ WALL WALL MICKNFSS .!� USE 5TANOARO OR. FIELD MOUNT ODOR N FRAMING AND FINISH SCHEDULE r,. FRAM' DIAEN�ION 1IDwt. W/ 3/8' M.8. 3/e' CARRIAGE BOTS PER DET. e DRILL k TAD FRAME MATCH Q, WNYL DR. W/ Q WALL. DRILL MM. PROVVED BY k TAP FRAME TO RECEIVE DR. HDWR. R M i"0'EI • i1 17 HEAD & JAMB 18 JAMB 0 STOCKROOM DOORS 1 lam ^L'r 3" 1'-0" Wnt-d2 3• - 1`-0" dnt-d3 I 3 . 6 WD. BRACE EA. SIDE- r - AI _. ANCHOR TO ROOF STRUCT A 4 WELDED NITER JOINT —� Y FDOM WIIERESIOWN 13 1/4-X 6'X D'-11' FIAT PLATE. 5• ,.,` ,. NEED ro BENT PLATE �� W/p�1r/ppiIL TmTEE-LEr CONC. FLOOR WELD ALL ARL%INDtANa' OR NMAOE ONLY) -- L11(R.L • TAP aR YL _ —EWC J CARRIAGE PL�TS W I SLIP RE95TANT 80L ..Ai_'.� [TRROF�WNELLED TILED Ir WASHERS- -W. FMERE 4gM1 w/ TAPERED END "F..•TT`^ A:I MAX SLOPE I /' ROHR 1EJE .r .y •• . * b n. D�ODhII� 11MOE5 SHALL SE iHRV - BOLTED TO FRAME A BRACE tl - C 1/4' BENT R DMR FRAME (PAINT) '• C i - 3/8' BOLT R - SEE - ;. �.. 22 A {;tet! 0 STOCKROOM 23 REDUCER STRIP @ INT. SILLS }}. .' +a'� ^ +•. .. L, }a eY �.'• 11 1 ILII—d 3" ► 1'—Q" dill—°3 LAI •ib '�, Y C. i, VtN� x _____T."'r'�-e .-_._--.�:-y..L.r.R,..:..:... -.. ' �h _. ._._-._ •._l+„ �__ - ._ .. ___-. 1 E.r W-., 1 _ , V. M• 7R r 1 1 I ri 44 6 II ` fIIII;111�IlAllflllllililll Ill, Hf 1111.11,11 l'illIpil q ll�llilillllllllllllllllllllllllllllllllll�llllllllllllllllillullllllllllillllllllllllllf l ILII (n,r �� I I I I I I I I I I I II1 1 1 1 1 1II I I I I I I I I I I I II V I I I r \. Y: . a.:. y �. .n. ,_..'r'.�gMF-. .-.�,,._. • _ iis6NNWu..Al III him,1111h1InIdIA ~r1' ,'�.^�i. �. w h.. •� ♦ -. 4 .�. .Y � • - r.. �- ,�r..l ..�t •.Y ,.. •i'. - - ._ -( - .l .,+ , .. ., . a -r - �.4 :'�, " N LE 4 A WT �. FINISH W6jN§CW0T R MA a Y 001 .',�'! �,.,,,_• � ..,._-+ l...rr`y..r ,"`__• '►-' __"_ ! -__ " __ __._____-_- ._,.-+ — -AR►..� •+ "IIA _ Y j oo? W. E w0 Mp T1,V("s iO RI'�IIAIN '• .' ' 0p3 OFF= MIO wo wo wo � _ - - _ _.` �_____ _ `- OOZ TELL -- - Mm 5 8" Y GYPSUM 11 ?ARD -- - _ -_------.--- "�`' ;f 004 r Roar wo Wo wD wo - =- "- _ = _ - _ - - - _ _ 003 LUNCH �-_ 5/8', TypeWAIER FSwE SU 8 A o _-._. -----,--- - Qa LUNCH Roow x wA R RESISTIVE n GYPSUM o R 009 OFFICE wo MIO WO WO - _ _ _ _ _ _ _ -- W -- 5/8m EX RIOR GYPSUM BOARD O&G— Wo WO WO ' xF W4 1/20 PLYW000_-• ALEDON LIPM _ aD% GcTv w wo IND MIO _ _ _ _ _ _ -� _ _ -'- - - - _ - NEL (PRE4iANUFACTU13EQ) N.LC _ - ----"--•-•_..._..... 007 CCTV COOLER _ FRE PA oat WacERs wo w0 Ma can FREEZER . Ni• M_ TILE- BACKING PANEL - ooR lot.•IcERs VY7 N0I. Y�LDg09r wOMElJ tM0 cab MIO �Q - - - - FRP FRP _ FRP FRP - ----- - - - - --- 000 w0A1EN -_ ---. -_ K ' olo JAN 11111 w1D WD ttro - _ _ _ - _ - --- _ _____ Y - -- W8 3 8" GYPSUM ®DARE- - �1 ------ -- - --- ----' _------- 010 JAN W9 -_ 5 8" UN%-A ED PLY -- --_ - trifN w0 - M10 T_ WO 1� _ I"RP FRP FRP FRP - - - 011 MEN _ - _ -- --- -- --_ W10 _ NOT USED too HOM (ENTRY --- wt Wt w1 _ _ - P6 P6 - Pb ---- _ - - -� - Wr_i l �_ PL Y'WOOD - _cal nn _ - cart wcl ~ cart - - Cg ---- _ >�E A6.o - 100 How ENTRY ( p U CTURED) N.I,C. _10 - - - - -- - _ - - _ - 1rn JEWELRY - 2 RDC"WALL PANEL PREM N FA 2 AWE+UVY STOCK W4 M14 W4 W4 P6 P6 P6 P6 8t - - _ W13 8 MDO _ - 102 JEwELRr STOCK N � I 6 103 9071U RE AIRN - _ _ W2 Ws ps P6 P6 P6 P6 TURN its BOTTLE S10RAGE -_- - W4 W4 _ - - P6 - - - 10 eoriLE BOTTLE STORAGE-r CLD EXISTING 'EIUN T �_�G_TO S SK.X STOCK W4 w4 W4 W4 - _ _ _. _ _ .. _ -_ f ----- CL1 _ 2' x 4' WHITE T--BAR AND WHITE TILE ---------- _ _ ---- - - - - _ 105- Sb." STOCK - - 4 J itrll SHOES - - -- •- _ - - - - - - SSE DETAIL i t 106 SHOES -- 2 x 4 '- D WI TE riC � ? i 1Jx�rrr,15 wt3 w13- qn 3 Mn WI - - A- -- C13 _ _ �ry i 107 x ARK T-'BAR ANG WHi -_-__L�E` TO MA T N _ r /M►1 _- p6/P11 23/Al 21/AI?1 li3/Al2.1 11/Al2,) ,B1 - SEE Al2.1• @3 NGT INSTALLED • CONCRETE Cx1R@ 107 C 4 - `-' -----�-•-- - -- --- C EXIST ELEMENTS l[OAEN TS J ` s TIIIAIR APi'AREL - ___ _ _ �b�9 - _--- _ - - - �._.._ - SEE DETAIL la At2.2 108 INuMATE APPAREL - ---�� DEPENDED METAL E A A EI I G 1 109 MEN - _-- - _ - --y _ -- --.- CL6 - --x 4� I E SCORED • _�._ _ ..�.__--__._ ._-. � WHITE r-BAR do COLORED 110 C1MltyllEl_I-_- - - - - - - SEC DETAIL to/Al2.2 - 110 CHILDREN x 4` ( T-BAR AWQ, HA TILE 1 i 1 ALE STOCK W4 W4 W4 WO - - _ - _ _ _ _ --_ _ - _ _ MN To DOCK _ 'tl ALF sTopc GWET C1 APPA "L d► FURNITURE_ PET 112 HADA - w1 - w1 � � _ - - P6 Bt WHERE wStelE - SEE DETAIL. 19/12.2 _ _ 112 HASH113 JEWELRY CARPET _ 114 ACS '- _ _ _ *I _ - P6 61 WHERE ViSBIf - - SEE DETAIL 19/Al2.2 _ - - ` 113 ACS _ _ - - C 3 NOT GROCERY wt - .- - P6 - Be WHERE MSIi1.E - SEE DETAIL ;9/Al2 USED 113 PET CJEWI�R --- - WI - - _ _ _ ` _ - ---- _ - _ Y 114 GROCERY _-- C4 NOT USED Ile -- _'� - -- _ -- ._ -- -- _ - v6 -_ e1 WHERE MSIOLE _ _ -_.- C5 PLAYLAND CARPET 115 PET CENTER ------ ------ „' P 117 FIRI�AT _-- - W5 Mn Wb - _ - -- - - CT4,CT7 - CTI,CT7 OTt ON w6 _ �E OETAJI 16/At?.2 _ _ 1111 DAIRY C6 PHOTO ELECTRONIC CARPET ' - _. E DE AIL 23/Al2.5 117 nsm/MEAT C7 ENTRY CARPET -116^ OA1Rr/pfu CCOIFJI MIC w5 W5 WS - - - -_ - - _ - - - - lie DAIRY/DELI COOLER PAR A Y ARP T i i Q PROMICE COOLER W5 --W5 W5 Y w5 - - - _ _ _ _W - O - - _ - 119 PRODUCE COOLER CON _._..,....... � 12C FOLIO STOCK - WO WO A_ - - y - - - - - •' - 1?C F000 STOCK Sc _SEA E__(� D GOt ;RETE - --- _ 121 FROZEN FOQO W5 w5 W5 Wa - _ _ _ _ _ _ — _ - _ — --- N NAT RAI ON 1N �• 121 FROZEN FOOD �•--� Q� _. . ..... 122 R.D.C. 122 R.D.C. W12 W12 W12 W12 - - ,.r. 1x3 MEAT CCOLtR , MIlS ,,s ,,,5 _ _ - - w _. _ _ CTI _ CROSSVILL_E POMPEII - 124 MEAT PREP W5 _ w5 _ W5 W5 - _ _ - _ --- - cm ' _ = 12a - C_T2 _- CROSSVILLE POMPEII I SERIES 2•- -122 x-12 VS53 VcCC.IIA MEAT COOLER 124 MEAT 125 REST ROOM _ _2 V'S55 � ^T3 - CF;OSSVtt,LE POMPEII t2s MST RO►JI/ wo w0 MIo MIo - _ _ _ _ ` _ -"':• - -- _ _ ---- - � SCRtES -- 12 x 1 126 HALA. wo _ CT4 - CROSSVILLE RIVIERA SERIES - 12 x 12 VS95 _ I27 OSM -w0 MIO rM0 1x10- - - _ - o - - - - 126 HALL CT5 M_cRl AN DESIGNER- __ ~ 127 esM _ C OLEAN SERIES-6x_ 6-#123 IMPERIAL PURPLE CT6 AMERICAN OLEAN DESIGNER SERIES 6x6- 110 BURCANDY f iZlh~ E1.fC. Wp Mb IND YIIO - - r - -_--- �-'---- _ _ 28 129 EL.EC• Wo Wo WO w0 - - _ _ _ _ ^ _ --T --T � ELEC.29 --- CT7 AMERICAN OLEAN DESIGNER SERIES 6x6- 1105 ROYAL BLUE w CT8 CROSSVILLE 12 x 12 A235_UPS_ 0? 130 FtS4 CLA, WS- W5 Mrs wS - - - _ _ _ — -- .. - --- -- --- CT9 _ LAUFEN _ tat _ _ _ v - -- 13o FISH CER_ M016-DURA QUARTER ROUND MOCHA +A106 —i - _ CT10 AMERCiAN OLEAN 12 x 1? BORGO ANTICO A02 4 �Y __--- - - CTt,CT3,Ct5 Tt,CT3,CT'S CTi,CT3.CTS _OTt ON W6 SEE 15, 20 __. �q 1 do 2i/Al2.S 131 @AKEIRY �" 13. F19�EEjER W5 W5 W5 W!! CTI 1 CROSSVILLE 6 x_�IA370 UPS132 133 DELI SEA nNG Wn WI W1 - WI P6 P7 P6 P6 -- FJ - --- 81 - - - 133 FREEZER _^ OTl CROSSViLLE "TRUFFLE" COVED BASE CONDITIONS) 134 ofu PREP � � � _ y - FRP FRP � _-- - _ -__ DELI SEATING UT2 CRASSVILLE "ETRUSCAN CLAY" A E O BASE C NDITI __ P - OT1 ON w6 - SEE 1C/Al2.2 6c 14/Al2.2 FOR GARDEN WALL 134 DELI PREP 135 PRODUCE - w9 lD 1119 W9 W1 - P7 -FRP FRP - FRP OTI ON WO - - 135 PRODUCE VCT1 ARMSTRONG 1 i -COOL 136 _ DELI _ -- _ _ _ `' — _-_-- _ ,� 5 e99 Tc001 WHI T " _ vCT AZROCI< v-955 "CABERNET" M16 VV1 P8 • P7 _ _ CT1.CT2,CT6 OTt ON 1Nrls - SEE 2/Al2.2 136 DELI - - VCT2 -- --9 ---- 137 ORY STORAGE we ' we W2 W9 - - - FRP FRP FRP FRP OTt ON WWII - - - - 137 DRY STORAGE VM MANNINGTON�05, "FOREST" 134 GOOIER w5 _ _ _ _ - - 135 FRZEODOLE R Ws W5 W5 _ _ _ - --- _-- - 136 COOLER VCT4 ARMSTRON_T 5183 "FORTRESS WHITE" �.• W5 W5r -- ---- _ _ _ - - - 139 FREEZER _- VCTS AZR.ccK rSR122 "CLASSIC_ BRAY" 9 V1 HE' T VIM' T VIM - ONC EUM F - R AR GRA 140 IIND00R PLANTS W!/W4 _. .. _ _ _ _ _ - _ -- _- - _ AIN _ _ P -_- _- _- __ et SEE DETAIL 25/At2.2 140 INDOOR PLANTS' Pu NO PAINT, TAPE AND SAND ONLY IF GYP. BD. 141 DECOR _-^ Wt _ 11V1 _ _ _ _ _ -�` - - - _____ P6 _ Bt WHERE V1518LE - SEE DETAIL 19/Al2.2 141 --- -- 142 _ TABLE TOP - _ - + P6 - - at WHERE VISIBLE _ DECOR -- -. P1 MILLER 8690W, "SNOW 8A_~FLET" wi SEE DETAIL t9/Al2.2 14_2 TABLE TOP P2 MILLER � $731 W "STAGHORN" - 143 BAKERY �ft W9 _ 9wj wo wo - - _ - FRP FRP FRP FRP Oil ON WG - - - - 143 BADERY PREP - _ P3 - MILLER 8754W -TOMORROWS TAUPE" 144 MECH WO WO WC WO - - _ _ _ _ ---- - -- __ -- _ 144 MECH � '--- _ - Wt _wt - - _ - r -" - --' _ ----- _ P4 MILLER-# 8755A "SPICENUT" 145 FOOD .giEP tI< APPt1 wt _ - P6 P6 P6 - 81 WHERE VISIBLE - SEE, DETAIL 19/Al2.2 145 FOOD PREP at APPLIANCE Prj MILLER $71;�W "KINDLING WOOD- pe HALL - WO wo _ w0- MIO - - Pape P6 -81 - - 146 HALL �_.- -_ ` -- - - P6 pe P6 P6 -+at_ - - - _ -- _ 147 CONVERENCE ROOM - P7 - ----____.i 1 _ cONFERt?IIx Rocca W1 WI vIn - cal P6 MILLER CW04l3W "COMPOSED" r 148 ELEC _ _ 149 TRANS 1yA ., wO -- _ -- - -. - -_- 148 ELEc - P8 MILLER 8820M, 'CASSIS ICE" _ ---. - - -- _ - - - - 149 TRANS 6Ci 44N -BLACK ECO;, r • . -- - - r -.-' ----- _ P9 NOT USED •' 150 NOW STOCKROOM W0 w0 wo wo - .- _ _ _ - _ _ ---- _ _ ^- P10 T NOT USED _ 150 NOME STOCKROOM " " t5t BA7H MILLER $0350 EAQUE T ' - W9 - _ P6 B1 WHERE $ASIBLE - / - 51 BATH- P11 �_ 5 _ t, SEE DETAIL 21 At2.2 t � -- V ,• I 152 aEJItDMvo MATI�I� w4 w4 wo Wti{ 1 - _ - -- P12 MILLER V-47 "CLEAR VARNISH" . 1'.y3 �DAI!'DOt �!N1FR _ _ .. �" - -- ------ 2 P2 P2 _ 152 9UILIONG MATERIALS �--"' P13 MILLER WOfiOW. "SEA CLOUp" + W4 P.C.F./PO P2 & P4 P2 A P4 P2 Jk P4 P2 & P4 - 153 GARDEN CENTER 134 NAR A _ - r _ ' " .- 1 � - - - - - P6 81 WHERE VISIBLE - SEE DETAIL 19/Al2.2 154 P14 MILLER OO6N ACADEMY BLUE" k 55 INDOCK UnEN _ _ _ - - _ r - _ -� P6 et WHERE 1 H A4E/T S P15 MILLER $ 5D "A AL/y�IC" G� p -- _ _ - - _ - - VISIBLE SEE DETAIL 19/Al2.2 55 I GARDEN `�-�-`-- 1116 AUTO wt M11 P6 P6 81 WHERE VISIBLE - SEE DETAIL i9/Al2.2 156 AUTO P16 _� MILLER_ AC09ON, "RAIN FOREST TEAL" ` 157 CAMS 1 cal _ _ - - - - - .._ ... P6 - p6 - E SMILE - ,�. ISO S7~AM� - wO � � � _ _ P8 at WERE N - SEE DETAIL 19/Al2.2 157 cAR05/BOOKs P18 MOTER-�AC11SN "TOMATILLO" ', r1t M1AMU/NANK Irl- Nr1 w1 - -- P6 P6 P6 - - - 15a STAIRS P1� -----�--- 7 r - wi -� P8 _- PO PO Po PO - _ - 159 WAMU/BANK _ MILLER $ "I ONHORSL_ - IGO FSR wo- tlp cap Mrtt - � � - -- -_ - -- - -. p2o SNE_R_WIN WI I S - STAP,BUCK SSIENNA _ LL AM -CR 8' , l 161 FnOD ENTRY wo_ - No I we 40 _ - _ _ --- _ _ T tSO FSR P22 SHERIMN WILLIAMS "STARSUCK'S LAVERNE GRE N RV 0 1112 PHAR1rACY _ -- __-_ _ E L � " ` 161 FOOD ENTRY P23 SHERWIN WILLIAMS - STARBUCK'S BEETLE BROWN LRV 9 A _ TO DICK wi MI w1 TO DECK W1 TO CK Pi 1 _ _ _ _ _ - 183 STAIRS � Df 6 P6 P6 P11S 1 - -- - � P6 P6 6 tet PHARMACY P24� ---- MN rn w1 - � pe et - _ 2 MILLER 82840 "FAILING L AF" q, 164 FTrI W1 1r1 -` _ - - -163 STAIRS-- x1, VA Pd P6 P6 P6 a1 - - 164 FM MIS• 165 PC _ Wl w1 M/1 w1 _ _ 166 CONN k00M -P6 P6 Pt3 P6 81 - _ w1 wl WI WI - 6 P6 P6 _ 165 PC FRP 147 f.LEC Roots ' 1r1t Int wit wit- _ _ _ -P _ - � a?-._ - _ _ 16h coNF Roots WC1 GRAN KEMLiTE GLA5a0RD-P. "WHITE" _ FAUX FINISHES CM-EMY • 16a RESTROOM � W2 W2 - _ _ — Po _ Po Po po - - _----- - - 167 �_ N R O' v I r~ 1 ELEC ROOM SWF SIMULATED"W�00 FLOORING AZROCK W982E "MAPLE" � p6 PQ _ P6 P6 169 STORAGE -_- SV1 --- ^�F'RP TO 4a" A.F.F. 5" COVED BASE - - 16a RESTROOM w' -.yW'__ - P6 P6 P6 P6 - - _ - __1A ETTE" LINOLEUM 1901$ "CH RRY RED" Wl W1 L-1 ARMSTRC?NG ARM �___- '_..�_ _. 69 _ STORAGE L-2 _ " -- ARMSTRONG "MARMORETTE_LINOLEUM 1.9028 TMIDl I!q T BLUE"__ , ►,. , _ L-3 ARMSTRONG 'MARMORETTE" LINOLEUM /19045 "PARCHMENT BEIGE" `' 1701s1rLT' 11n cal w1 - -- _ --__ Pt3 Pt3 Pt3 Pt3 81 171 CGK- _ Mit _ _ ,_,--- _ ---•- - _ . _.._ ._.__ - _._ --- -- 170 CONSULT __._._. `__._ - --- 1 CF - wi ON w4 w1 WI 4 P6 - P6 P6 _R- B1 - 171 CCK-- 172 I_-•4 ARMSTRONG•-"HARM R TTE_; i.INOLEUM 1902 DELFT BLUE" a ` _ ON M� wi AN W4 W1 _ _ --- -- - -/7JIli ON W4IM III ON-W4 W1 " _ P6 � P6 Bt _- - - - _ _ _ 172 CF ______--- _ -_ ! -5 RM$TR A Tl N UM #11222 "PIN _ ON W4 P6 P6 P6 p6 - - 81 - - - 173 TLR 174 OOMM[10R Ml' wt wlwi - Pt{ P8 _ 1'6 PB ®2 - _ 81 _ 6" F_-LExC� �1�"BLACK" 175 LJEARNft CENTER WI - wt cal -- ps - P6 P6 -_ -CS - - - 174 CriRR}DOR - 6" FL 037, "DARK BASE TO CONTINUE 24" A.F.F 175 L:ARNIJ� ; -` J76 K9P 1M0 ws YIf1 W1 _ _ - ---- _--- -� - CENTER " " _ PB _ BLACK Pa P6 P6 Bt - _ - ---- 177 _ MAN. - M Mit wl - - P8 P6 P6 f'6 a- --- - - -- - - - - 970 -KtjP 176 MEN cad ON w4 we ON 04 ON W4 *5 ON WI - _ _ - -' - _ al -_ - 177 MANAI R -_ + 1 1I�I0AA - wa w+I iCk1 bn MP4 >Aie 4� Nt -- OTt_- _-- SEE 1/A t Z.1 -- 178 MEN � 74wo - ON cab i1*4 � ---- - y _ � Y NOTE: 1. FRT PLYWOOD SHEATHING (W-11) REWIRED �R •-``M 0 _ 9EE 1/Al2.1 179 wom" O ALL ELECT,/XLE. EQUIPMENT "• tib9l;N `° too PW'STOCK W4 04 W1 --` _ - PEM STOCK 2. PROVIDE 'TRAKSITMN TO SURROUNDING FLOOR im ._W' - P6 PR _ P6 P6 ii1 _ _ _ ____ ___.__. CORRIDOR f"INi5HE5 AT ALL UN MIN 1'A Ah !� Mn _ _ ' h �-- - - - - FRONT Jt REAR FASCIAS P13 - - - 1 Ill _tri'i • Nfl IMOp13 Pt3 P13 - ___..lei CORRt OAU 5 LL bNS� ` � •� 183 ACY RITLAiL t0'MEf,1t N1 TO DEO( Mol TO DM MN 10 DECD P16 Pt R A1a7 PIH 3- ' � OWNEFI �� DRAIM�IGS(S) FbR AOOITIONAL� 1dt ! Rt9ER,11CJOMy tiM4 NR p,1`"`- 3 P13 Pt3 P13 i63 PHARMACY RETAIL SUPPL ENTAL INFORMATION FOR, MMSHES. + Illls 1r _ 1Nt �'_'_" - - P6 Pa P6 i64 _ FIRE RISER ROOM a. i ; 1 PiFA1 ! N4 ----- - ----- 1i!<S' 9ASKARt 1 r ' � 201 PEM S1Ai?t •t , all Io­ oil W11 - N AP -- _ --....,,,,,^fir. .r.'- ....,......._. .►,_..►--*... yr'--+ -•a•`may � 's•. O ` 6 1030x r6 I 4 , ' Lill i•� t I I 't , : �) ri lliil�li�,il� IIIIi.IIIIIIiiI I�IIIIIIIII�III IL��IIiIIIIII�� ��rlll I I 1 I r Ill.11llr Illilllll IiII+I ililllllill!!iI ifllllflfllll II + I + I r i I ';y�' � I� f Illlillllll Ilillllllllllll Ililllililiilli Illiiillli,llll iililllll�lllll Illlllillllllli lil(IIIIII mlu nullTittmdt r Duh a nnln d,I t nnll null +mdn ntllltfi mlhln►rhTiiirnJllll I I i 1ltltultu�u,Jai,�ttullt�l�yuluuhlTihnulnTil�En1il��unlAfi�tudll��ludtdi�nnllunh�iltrttl �unttTli�oult6'�n!thuilt�I��mrh.T'�,o�hirmh'b�unh5 - - - .,... - . . .... ..,._.. .. .._-_•- _. .-e.,•.- .......•..,,,...•.,,..-•+.--.-.•«.--. .+........--_.r-,+r...«r«..""w...w. .. ...-..v. a.e-.-.ir.._+ r.•..a". ...z,.,,r.••..-.•.+•..e- .. ... .. ,wu.-. . .._.,.-+...:._"._,.+....e..+tre.....w. .. - :�i:'2.e .: y+sr.,\ M'tNww,+o•.� .. .w..,.., d..e• ,. � ,.1._.. _ � .. '. �t.t � y - . !1+ w ' " ,tMwM.r•...o.,irrw+.+i+w..dw"++#xmw....v�wM.......,,,._...,M�i:..,..1,IMy11�t M11Y,+�•ww, .+Yr.-. x-w: .,,...-. . ..,•_ L ':. e.,µ..ritJ�rM•MII�MMt4w•w1�1n.- -. C ^�t ( Y I♦+'r ,Jr ►1L? �' (af�. r - 1' z}f''�f• _,• }e�,' . �^•.O, t s ft'( _ ." ► �,- "\.,Y �+y� ,I •R` y, {,M.. may,, ",{Tr ', ,�{.-. Q1- .. •y .11p^�'.wF' ,,{• _,, � ytif. ! '� "' a .�.'�'iF'Y'Y.j f�'. Y 4�:.Y'► .t 'Y ,� �y �• i.f.i'• v:IJr.' . _ + . `i; i ' T � .' ...] - Y,r \, 7�' "F' _i• M.{ 'f fY ' .'.: . . '.S. :.S' e' . R��y I,J• r 5. !r F 1' "Y: L - ,a 't v.. , :• It r - 4 C 1 THE START POINT, TINS ! MET f a L.._ ,,.. -...,_- C 1 - ---- .___ T ST i9 1M E START � -�«-----_- WALL -- -. iIAIJ. BASE h•=='- � ,d- p 1frS �� w �. � yPjt+ L T_Th1iS � o � TO CEJLihD6 _ - q` To 10 CEILING 3' A I i' O - �-• - 1- R h � CTO x,: • �•. CT91 IL - C � 3 `Nit • CTO ( ( - --- ' „ta'"e""i ~ "'" CTI - 1'J'-7 112- A 1 ROw a 1 -8 I ! "�'-"..'•".'-.^-^ -- - , _ _ _ i _ 4 10 , cT10 II - F,t I �4 ROWS.1 C •1 4 ROWS "i TiLE START 1 I 8'-0' N1, TILE 1 N POINT, THIS S T1l ST iT WALL CT'11 - __~ 1TLF START � CTS CT'i t - WALL_ ( I �g'_1 1/2" -10 1/2 � 0 ;,'' • BASE � BASE (r� ----�— POMIT. TMS _ POINT, M!5 r'1 _ _ I ! l4 1 WALL WMa NOTE. AUGNN VERIRO'�IiA5!' TTIL.F JOWT ii' WALL TILE JOINT, INTERIOR TOILET ROOM ELEVATIONS u� r• "wfr.. .rsrrrrffa•fr r.•. 17 I I I I RADIUS FONT --_- — RADIUS � U 1/4' (FIELD VERITY w/ INSTALLATION) POINT _ � — FINISH PER FINISH SCHEDULE h I I R4•_10- ' 1 10 1 > vu irj r ___ ___ 7/�, n / �J a _.II)(�•,?11>EIilf1R c�VA cel K� ao � _ KEVWTES LISTED HERE ARE FOR TOILET ROOM 16178 AND /1712 BZVAnC*s OP&Y I I I N b L1 �" W1R � SC1AP O►SeF'f.NSEIt •- ONE AT 1 1 / 6'-4 /4" -_ � .9 1�T� EACH LAVATORY, OX-C.I. RUB RAIL. I _ TOkET PAPER OISPEAISER - 41r0 t�"T BL0. DNO'L?" , �-v-� ADJACENT TME L1 L4 9 t - Lt AT EAI-ti wAnA CLosET. QF,G.L NJ , L:� _' �v SANITARY NAPWN OI>pOSAL A QUARTER ROUND TILL - SEE AM ----AUGNi I 5'--10 3/4` �'-6 1/4" 2'_7 R4'._ \ AT EACH WATER CLOSET r NI "co"3, O.VC.1. f _6" '___IL 3D HIGH ►, CONT. STEEL TOUT PARTITION AND jr �—QUARTER R(XNNO ME 0 ' 3 BACKING PLATE I RAOKIS t N AT M WA OMiP'LOW `•. '� =4 --FINISH PER FINISH SCHEDULE � ao y POINT Q' � N AT ONCli MA1tLTI CL0�7, O.F.C.I. �° 1pf.!'T pdRTItiON WALE Sfl!. G � � �� --TOILET ACCESSORY nR1ERE 0(:G1R5 (SEE PLAN '^ „ �'AK1R TOIIIlL 01IP1EINFJt, QF.Gi• 1t SRVK WSUL-ExP06ED NOT �) WALL. SEE PLA►/ �`� 1 A►D ELEVATIONS). SPAL REQIMfD FOR 1 ;? r 4 10xTa. 14th WATER AND DRAW POPE `.{ i INSTALLATION 6 INSTAIJ.ED N FRONT OF 1 •' ="Wow +a- QUARTER ROUND TILE. SEAL ALL EDCES NOR "Wo �AN7CislbluTY ® Ron smF AT M�'N s N ,?, STALL - BASE WHERE OCCURS. 1 --MUCH \ RADIUS �d• N BAN3Y IONAwr SNtlj' ar-c.I. �� SEE KNISH SCHEDUI E dROUT I 1 0 :, POINT a, 1 0 1 n — RADPJS —ADJACENT TILE I I I u PONT --- \\ I ( to w �' t•- �� —•---BACKER BOARD I 4'-4 1/2- 7 RUB RAIL AND BASE 8 SECTION DETAIL II 1 112» 1*-b~ 0121-82 -t" DI 21-83 1 f 45 ARTI / ,00 �4f rr� . Min= I I I' LEM RIVETS, TYP., SPACED H o I I 12'-t0 3/4' 10'-S 1/2" 24 • 1/3 POINTS VERT.. SEE t2. `•� 2'-4' _---- t_ Film FOR INS patim"tipt- 40 4/� a t I +� o 12'-0- I 22-- --O �40 3 14 ELEMENTS FLOOR COVERING PLAN / \ %0 S N t/4.._tf—Off 1'-6' ROOF DECK 6 EgYAL PANES 0 EOUAL PANES t ` -�#CURB 6RB - -t V -- a t a. ; 13 R. R. 168 ELEVATIONS \\ i 11 INTERIOR ELEVA1i0N 1/4»s1'_0' -- NGTE: SEE MATERIALS LIST ON A15.0 1/4" _ •- •� D121-C3 _ II _ FOR PAINT COLORS. - `� SFMNKLER PIPING - Y,• SEE -- ROUTE THROUGH FASCIA ( I INTERIOR �VAn KEY NOTES 12. • FRAMING � ELEVATIONS'LENOTES10N° HERE ARE FOR RESTROOM #16NS 6" All, STUDS• i cRT. STOP GYP. BD. O 2' ABOVE CEILING — ! Oi GRAB BAR --GYP. BD. TYP. lG O NT' � II , 0 TOILET PAPER DISPENSER - TWO AT EACH WATER CLOSET, O.F.C.I. 6" MTL STUD f:ICKER, 4 .'•.,«, 20 O.C.. TVP. ----� VARIE , O PAPER TOWEL DISPENSER. O.F.C.I. I I 4 JONTS O 3'-0'. r-0" T1113 IZONTAL JOINTS O 3'-0 , 7'-0- , 1'-9" I i " . (, • MIRROR W/S'HEIF - 24X,/6 iJ ' ' NO ll'-NY A.F.F.. TH0MOM OUT AND i1'-0 A.F.F. THROUGH OUT-- I •� SINK WSUL-EXPOSED HOT - I _\ \ ;n WATER AND DRAIN PIPE \ ! w13vin3 ` PER SPEC. I II --GYP. 8D. TYP. 1 5413 0 SOAP DISPENSER (2) d' 20 GA. MTL STUDS. .. ELEMENTS SIDE HORIZ., 16' O.C. to 3 1/2" MTL STUDS. VERT., 16" D.C.. TYP. IIS 1ARU BOT. OF CANOPY SECTION COPY ion "16 INTERIOR ELEVATION *�- `taiiry 3/4" = t �. — 20 GA. STEEL TRACr, '-0 d12'-64 . - ZX SOLID MOOD BLOCKING • AT F)OTTOM OF FASCIA : 1 Gr'P. BD. FASCIA-SEE CEIL. PLAN ,+.1 'L TOP TRACK OR GLAZING I;ttt R1 -! ALLOW 1 1/2' FOR DEFLECTION s. �`3?• �--- (ALLOW W/ MOEHAiP INSIDE BOTH EDGES OF TRACK TO PREVENT RATTLE. , i r..rTEMP RED SAFETY R J AZING. T ,. BUTT GLAZE t -- LINE OF WALL, WHERE OCCU;,S �A� I ALUM. GLAZING TRACK, •` W/ GASKET EACH SIDE OF Q.AZtNG M 0 732" ± -s t -_ ID.1�,Qp 1 , 3 �a in - _._... r2;' TE "ReNwt 3 , 1/�" i/16" CHAMFER �LL Et ROATYP.. � � .. ANO 11'-0" AM RrM.S A.E.F. HORIZONTAL ,K11NT>; d 3'-fl', T-0 W13 �_""'Jr 8 Ails TIiIQfI tN1T �� 1 f2• iV47LfiY MT/fL. TTS . i ---ANI) 11'-0' A.F.F. THROUGH OUT---- - ^�'•``�T' M � �► v ` • 94-1 Nis Aw A AMA gib- a. 21 INTERIOR ELEVATION INTERIOR �E'LEVATION 24 LEVI RIVET @ BUTT GLAZING' ;5 SECTIOaN COL. 13c GLARING ' :yY s t '° 'li! -LCL. w •P .Y,d""�'',11b' .,`: . e rr... - r - ,l- ►•..w - AI , • I {, ':t ', , .abort.Or•rfa/rl•.` t' ' .. • •. • r, y P 7. + tR4 .t�a!/,�� rrs•� n•nnrri•w•Irn•••r"a•yc +, .(.. ;. '.- -. , r , t•. ��'>••��.: eta ,`:. Y-•ff!.: ��.. � �, T' �' Y v {',�.:1' ;.•,, P• ( 1�� l 0 , » w _ ', w ► � rIi-'w 0121-F.lS ' a i .1 �. ` t• ^�tt+'r.•f rL t. � '" �� 4'� .,kyr •I,' r:' '�� ., «x N1M1 hallllt .�- a .,-. . { ,, •..'1d... r r* IJ .a ( - x ,. ,. ,; a+. f ,�: ,,: �•'•OM?. C300P001M.8fT340 . S r. .. . « ;, v..'-'•"'^„--r"'_— y....•,J.«.�,:.........:i+.�+w.-•-.....,._—., _ � - 'F �' ti �.M r• ,.A.1 �4•+!F . 380.1 13 ' . .:W alf 7+! ^�- V: t. 1 x - ""'+l"•^ ` •wi•r••.�wr+....... ..,r..-...•.---.+-.• ....+. - -.... •.1.: .' 'r f r 1' v ox ~ 6 10 12 14 a. 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ILwl6 *tAON•RACABl g g x 7 K 1 LA0 FILE pF Yn 1 I 3' STEL 'JIf010 RAIL MIN FASCIA h I DM Nati YP SRM AIAiQ! •. P': o o o ." o e :R o . o . 'u °p +11'-8• RJIIG lNE PNMT LIVE CXAN(i 11 b YBDN A1RJ LAM RMA PANT IHR' - e A o - .. .. O :. a O O n 9 0 e o e .. Oki KyaU o �`. .. Aims ---� l r . 3' . 1/4 . O-Y FLOW NUDE e • e , po ° 'a ° + _ _ _ .-. o A • - W am F a IA M RAE AIF Y �1 0 _ '\ R . e TW. - /� ° IE ]/t IMA DPA19O1 NN11W 0QT a FLOQ lY TIP. L!�O�'1 • 11 L1 �j(P 12 TMP~ �N- �'� o o RETURN li e e ,. TYP. E10570q fAlp�' . o I o �} (2) Y2 SDDS - -� WALL BEYOND t 1 , OPEN o • - " e a" OPEN o e° o° �I SEE PLAN • - Y . Y M G�Aq�QIP ROP 4 MOT -ATIA(M a u 1r F: ARS 0 SRbS ou WrSCRE) WS w0 / la a e°#12e u o o ° "o . ICP R NOT fir! TILE o 0 0 e - p n o TILE START - ` { • JA1AY e ' e o k X[ o ou ' ° POINT THIS BEYOND Y,C2 �- IRFFm WALL T� � TILE START TILE STMT • y 2. 91DaJRC. AT UDDER ELEVATION "A" B IJ CTI - SEE SHEET AIZD PONT, TN15 WAIL PONT, 1105 YMLL _ -• 7f CT6 JAy, SILL READ, r 54 °o CT2 - SEE SHEET Al2.0 ELEVATION `B 1 CCESS LADDER 2 DELI WALL ELEVATIONS NOTE All DOORS AND oFENHcs ME TO BE 5 ELEV. AT STARBUCKS ' -...jj . CT6 - SEE SHEET A72.0 BOFrDERED ANO lAIM11E0 MTIi CT6 �� .L 1 0122-01 D122-AZ 1 PULIHOSE TILE AS AED11YtED. 1/4' 1'-0" 1/4` 1'-0" —.� 10' NDN-ILLUMNAT 1/4" = V-0" .-Mr1ole..dW tE1lER5 BY 4C. - /��(p I PAIRS; CONT. T F&I A 'CONT. 18 DA. 5.5. VERTICAL VENT +I5'-0- COL FROM TOP OF WALL TO o Af.f. 2' ABOVE FIN. CLQ - BRAZE ^ w FA OIREC O(YL A•ll fl f. WK: TYPE AS NOTED ON PLANS 18' W. lMA%.) v MOTH OF - -�� EOUAL EWN NOTE. ALL SHEATHING k FINISIYES APPLY FRAYS WALL BELOW. FIELD VERIFY * i TO OPENING JAMBS ° OF /-- ME CORNER GUARD CO OPENING rI { F1.SCIA T� DIN. fY' VERY. VENT AFTER MEETS FLOOR (• JAW CONDITION �'_ r L I I I ��Q.IL1NC FINISH 2 - A OF MOYEaGLC. PLUMPING INSTAL t RI F 110TH 71DN PIPING b ONLY) Af F.B• _ S� G, - - - -1A I 15 INSTALLED. AI WIDTH EOGEC•p5 —BULLNOSE TILE - OVERLAP FRP 1H I _ NOTE: USE MM T8' VEWFr w ARWIECT., CKING 6 FIRE f,F_ / ,—TILE BACKING PANEL �5p�- x--x +9'-0' AFF + -6 RATED FOR ACONDITIONS AP +B'-B• 2'-6• 2'-6. .-!• 2'-6' - TTUM OF .,p. • EACH CUT TILE BOM SIDES AT JAMB - AF.F. , 2-T •-6' CASEWORK COLUMN BUTT INTO BACK OF DULL NOSE TILE SOFFIT PANELS SS CAP 1 - - -}y�:p�E�-�n x 0 k I C] f O BULL NOSE DIE - OVERLAP JAMB u �j rqA LH 1[pFLE% R TILE .n RC o `-_'IIISTI ABOG n + • TRE BACKING PANE! li GI+ - - - - - - tO'-o' OPEN i0 CLG. O 5Y h PRODUCE KIOSK ELEVATION 8 TILE/FRP (HEAD/JAMB/SILL) 9 STARBUCK'S WALL ELEV. 10 1 FOOD PREP. INT. ELEV. 1/4' = V-0" D122-n1 3" = V-0" 0122-83 1/4' = V-0" 12 Q 1/4" - V-0" r.-[LfooD ] 1/r MACK • CONT. 4.4 IS YEFRAW 1.OF. IS'- I $ STRUCT 24 PT. CM7 NAILER. W/ (2) 18 . '� S/C DTP BD SCREWS; 0 1'-rwa (2)Al2 SCREWS a) n2 Oafs INTERIOR ELEVATION NOTES: 1) 012 SO" -5/8' GYPSUM 60. w/ /A sCIEE ] 1/Y S11W / • TS 7NIB ` COAT TRACK 6' 20GA MN. "l`• 0 Ir OC 0 STIES 6' YTL SMS 20GA MR. 0 W., A 1. FOR INTERIOR ELEVATION LOCAIDNS• SEE ROOK PLANS AND FHSH SOEDI.IE ---] 1 2* STUDS a 16• oc. USE 3 I/r 16 CA e rs - (2) M SCEWS TCP A BOTTOM. 2 FOR OJUNG TYPES ANO HEIDITS - SEE REFLECTED (I1l1Nc PLANS " 16 A IRAN W 75. {' SIVE a 1'-V LIC MRII •AL l2) FO SOL TNgWG SCREWS a 6' EABOVE XTEND c� Nc A FNasN r ; CCpppppppU / P ayNG 1 3. EIFYAFANS ARE NOT IRU' SUM-1£RIFY MIN BOOR PLAN FOR EXACT BALL IfNGiN. PLYAOE p 6 sT oo X BRRDaG J 1/Y mI IF « 1. NO PNMT ON ELPIISED SMS. MIQE STUDS ARf TO BE WLEAFD B/ OMIERS Fll(TLFES 1) 012 Y)Er 3 12O 012 3(REW 06.62 OTIC NNANNLL MIERE] 1 NOR2 • WT WEB k BEND NIDICAIED ON RAN. 5. EXTEND PAINT AND RUBBER BASE I'-0' BEYOD FIFIUHES EOFfA SUE U 111 OOORwAYS a W , 2 As vawt*P Y EA 3 1/r 1RYallE W/ (J) A D ALL EXPOSED WALLS. 12. 7A _•1.. ..) . 012 SaE / 3/16' MID TYP. ALL SIDES (A) P2 SCALE •1S, IY n! -° L� �,,. , ,ES (1 MSEE �IO�D) \ / B. SEE( 25 FOR TW. CONTROL J<MITS AT WALLS ABOVE DOOR$ AND FASIIA:. I..• I) 2 SCREWS HSTILL RAE DOLT I'N' r/ (2) I/1•A THIS WNL AAO 5$� YZA >51RAIE Ow"; SYSTEM 3 IAG FRAC - 1MS`S) TVP DI . W/BOLT 1 1// 3 1/2' MN I ARa� CIXRtOi (SEE YECN) \/ TS I IR1C7 EKED, W/ NAIL 1 I/Y PON-99" ^> 7. WRAP ALL RMSIIES AROUND FURRED WALL ENDS. GROUT. OC YF •12 CUNT. FLU DD OC TIF,G,,L Bol BEAU W _ _ _ _ _ _ [•1�tFllcnl a WALL _ - / \ n B MALL %AIIANC 10 (X1N)NUE TO 1®OIi AND E%1FN1 AS INOICAIFD BY BOOR ASECTION B ELEVATION 0 - - FERNS, QA1�1O RANO, MTFADR PARTITION IEIZI+O AND AIS.O - _ /-- VF.-� (GYPSUM M REMOVED FOR QA16IY) 0 u '$T-- U�iNGMF� " 9. SEE OWER 02 ORAWNGi(S) FOR ADDTUNAL/S11PPI.EXEIITAL INFORMATION FOR 1`' 11 PRODUCE FASCIA SECTION 12 FASCIA DETAILS 13 PRODUCE WALL SUPPORT 14 DELI Fwesr[5 ^^^� � HOOD ELEVATION � 3/4" = Y-0` 0122-a 3^ = 1•_0• 0122-c2 1^ = 1'_p" 1122-c3 1/4" = 1'_0" 1122-CA A: ui "T ASCJA BEYOND „aTAw, t11MND pLL (QL ROW RAN) 10' WOOD STRIPPING BY QC �_�jUNG PRIOR TO CEILING INSTALLATION q {���T1�y� �IINISN PONY WILL �� M OW. BELOW FROM TO.-1 TO IS'-6' 111,1PWNG CEILMG LINE - - - CURVED Q OppF� - --- ® TO 2• ABOVE FASCIA II ow(VI FR9N R71 fNSN 90[7AE -- O ® CEILING 11 PLANT U CH �.: COUP TOY WALL A7' COOLER BOR DOOR Rv STAINLESS SIM, CORA OIARD FASCIA EXIST. (' �.. - Met (RLC) ` ` i S/0• GVP. 'JIG. FASCIA D Yy` TOP COOLER 10 11 11 11 11 11 11 Or BOR DDDR (N.I.C.) .ry u woo0 STRIPPING (N.I.C.) \ / s1RIPP \ / +8-0 \. 1� t1A COW 002 DOOR ,RIM (NEO) - ON E%POSED STUDS BE 11 11 1111 11 \ / 2'-0' \ / 2'-0' —WALL SS. 000%9 p 1A\ 12 cr X u TYP. V TIP. "4' '. '. EA f1Y C STIWWE55 SWILL FtAEQ OIAb•--- 1 x W / \ tl I \ IC M 8AR SIMUIT 6ElFE1 J III AROUND - I _aWMD S7RIPPINC (N.I.C.) el TYP DEL SEATING BFYOND ! O0E/Y1160 W1 AS SOON: �'— q)-- 1�--1•' iLli /DOOR OPNC. FIN.F1R. \ FH.M. L-LLB• 16 DAIRY COOLER ELEV. 17 COOLER BOX JAMB Infer" 18 APPAREL AREA INT. ELEV. 19 HARDWARE AREA INT. ELEV. 10 ELEV. AT DELI SEATING C 1/4" = V-0" 1122-11 1 = V- 0• 1122-12 1/4" . 1 -0" x-ELALE OWG -' 1/4" = V-0" x-ELNOTWI 1/4" = 1'-0" x-EWELI C> l STEP smf= ANO- �ykEBEq,� ABOVE CEIIHf. P &,VYARIES Lim LINE VT *CE LINC I y WI \FIA FWD U � _ �1�,��0 DECGR ''� t3 CE's 1LJLND C7 —JI- - STRIP (N - - -- - - - -® - - - WLI I 1-�- � �_ Q Ii1D._D• TMP. ; o SEE DRIVER'S N.LG WALLS*/ - 1 REFERENCE CRAWINCt iCASES, OPENING CASES , �'�'- / ; STRIPRNG --- \ / SUPPLEMENTAD2 FOR L NAL/ AMRdtFM--(��NJ.Tc.) ON ---- b FINISH INFORYA71(XN L^.•J X \ I TYP. 7M. x 1 X . :. FYI'. Y1 PAINTED WOW S/MPMNO / \ \ • _ '1 1 1 -WEER SIRWPING r';'6 ., I \ NOTE� WOOD 57RPPl/0 N.f.Q `` / �� , / Lit T _ ON EXPOSED SIU / BI EIILBM No- FIN ,PQQW 1 nN.FLR. - " II II 11 11 _ _-� - ( 21 BATH D. AREA I T ' _V, F , M /� , 2�.. TYPICAL WALL PAINT SCHEME 23 JEWELRY AREA INT. ELEV. 24 HOME AREA INT. ELEV. 75 �I.0�3AL AREA INT. ELEV. MEa/4M. y"11 X77YP 1/4'" .a V-0 R-F►1Evc = V-0- 7, 0 r lam I A � • y •{. A• A { 30X �Ifi If�IIIIIII�II11111�IIiIIII�IIIIIII�IIIIIII�LHIIII�IIIIIII�IIIIUI�t�llll�ll!IIIIEIIIIIII�I i I I ( n ,111 iml�i nil�h,�mdA�INM�MAK�xJ LIIII�IIIIiII�lllllll�lllllll�illill�ll�lllllll�llllllel�lllllll�llllll*l�lllllll�llkl•llll��llllllll�lllll�ll�lllllll�lllllll�lllllll�lllllll�lll�llll�ll ,V .. . • 1AYIRYRNMh,.u%r'wlN�yn011minnhl�i Ind1�AFh�i�nnll�ilnNhIIl�Indl�ll)BII�NnhORNd n nNIOFillild,6,lnnln�l�,�lmd,�l,mh1),IuuhlTil,ndlSi '. .� b + ,, ,.�, ,. . ,n , „r .i._ � T6'. �� '� .I�'�[:A,°4.'i"r' .� ,�, •�' 'il `�. ', .7'�'�''� . .!�'.V". �ta. ,�. .� �a' .I�( .'`•r T ! ». •a y�`. .f aft .1 • 7 f �Le H ►�'r y a ,. Momm1pp.0 t , Ot�Ct,ER WAI..I 'ly4 y a - •• ',. � _._ e ._.�� 4j •' y" _„�_'.'� 4 .� ,• ^, , , 4�! I I / + FOR IIrM� + A6" Ems- ---. —r wALI OR OB6TACt.E 11R rMY.1 1 UE FLOOR PLAF ! 1 f rQfl ER WALL 1'2 R ____CGDIER WALL. I 1 _-_...�..: COOLER WALL 4 I i COLIC, fA#RBTBKI 1. A 4. / L OR OBSTA wE ( ( TE CUdRM WATIti 1 1 -.,. GOOIER wou L. #* &V% C.�ST 01A � ' " O. JONT DETMEEN 6 FLOOR PLANS I _ a CNAIIIFER / ,1 ; x ,,.•'"1� SLAfi ORXY Ai•vti1C1lS N { 1 1 • 4'-0' O.G.. MANE f0 ��- .�^---6' L /4 ®ARS CAST INTO SLAB • �� 6' L. /I4 BARS CAST M1T0 a 'J SLAB OIR EPDXY ANCHORS SLAB OR EPDXY ANO"S i I -----� COVE Till BASE WITH TOP SAW � 1 �'�w WNEK &)CMS Oft � y� 1i I HMZ. /4 DAR (r*-. / • 4'-0" O.C., WIRE TO O 4'-0" O.C., WIRE TO I I CUT BEVELED TO 43' COOLER 1 I Sff FLOOR PLANS " A, I ( '! HO>MZ. / 4 BAIL (TYP.). HOR11. X14 BAN (TYP.) I I 6' L. #4 BARS CAST INTO 4 A- M.�{it LINE �h QUARRY TILE I 1 SLAB. OR EPDXY ANCHORS • 1 I EXIST. CONC. M. `L 1 T 4 • �� / • SIM i N-0" O.0.(TV;E TO HgtIZ. ( I *'- I I e e 4 FIN. FLP. jjN _ FIN. FLA. LINE I • r ip '-`TILE FLOOR ` --- ••�-- " � r".�••,...n"rL. ......w.. * • ° • °" TFIINSET• • e ° I FIN. F I i EXIST. CONC. 3L/1D v • Sim s LR o I _ I 1 - Y ° • • d e r 4 INE _ ° v w d N r WK-IIM100p FLOAT 2+ ` AIT. W Sr:r)WIq. IS PARTIAL ONQ ONLY, FCR �—-EXIS). CONC. SLAB �-EXIST. CONC. SLAB '^ • AD01'KMAL, LEN'0. SEE STRUCTURAL STAB PLAY "3• SU iNIS>H Sg1E0UI.E AWD FLOOR COVERING 8 FOR FLOOR AND BASE FEXISTING CONCRETE SLAB IP�.AAI ND�S J 1 COOLER CURB DETAIL 2 COOLER CURB DETAIL 3 COOLER CURB DETAIL 4 COOLER CURB DETAI . 5 COOLER DETAIL K 1 1/2" 1'-O~ 0123-A! 1 1/2" 1'_0' D123-A2 1 1/2" 1'-0" D72-A3 1 1/�" = 1'-0" 0123-A4 1 1/::" 1'-0" D123-A5 , • I COOLER WALL -- 6' 4" FREEZER WAIL BEYOND VARIES WALL -- ---FREEZER WALL CONCRETE CURB WITH -- ` - FREEZER WALL 1 4' F1� 1/Y CHAMFER 6_` 2 x HARUwOOD THRESHOLD /�. 4* VARIES F —' 1 1 1 —6' 1. 04 BMS CASs' INTO /--6" L. �4 BARS CAST INTO - - �-�VEMFY� COVE TILE BASE------� � SLAB. OR EPDXY ANCHORS � CONC. CURB BEYOND WALL OR OBSTACLE WHERE 1 ti 6" SLAB OR EPDXY ANCHORS MATH TOP SAW • 4'-0' O.C., WIRE TO OCCURS. SEE PIAN. O 4",.....,.r..�. AT 4'-0" O•C.. MIRE TO CUT SEVELED TO 45' HORIZ. /4 BAR (T','? ) iNSULATK)N,SET SPEC. _COOLCR WALL BEYOND � t� / HORIZ- /µ BAR (EA. SIDE). -_.--••�-COOLER wu.L ' BryoND CONT. SEALATN O JOINT S$ T0..E FLOOR -- .o • e 2x HARDWOODoAc FIN. FLR _ FIN- FLR_ L COOLER t„ BETWEEN SLAB & CURB i FL�FIR-' FIR Libic PUNS fm:"�R.•"��_ ��--F�:F�, LIN. LINE o - CONC. CURB BEYOND •FK r 00 I 4' THICK CONC. Y ° e • • d BASE, SEE Fw'W SCHEDULZ " ° • • ' 2x HARDWOOD I��---+ EXISTING 4' 4 r)w • w + TOPPING SLAB e • • DOWEL 4` 'l PICK CONC. TOPPING SLAB I CONCRETE CURB DOWEL a 10" EXISTING CONC. SLAB TRENT DRAW. SEE MECH. • • QUARRY TILE FLOOR, THINSET CONC. SLAB, SEE STRUCT INSULATION - SEE SPEC. _ _EXPANS70N LAP IN FIq. FLR. LIN • ° o • • ,, • VAPOR BARRIER-•EXTYNDED C'kISTING ••O•^" INSULATION - SEE SPEC I d d CONC. SLAB, SEE STRUCT. e 4 TOP OF HARDWOOD PLATE _ fft rLa LINE ��"• • .• eEXPANSION LAI' 7N e I •• �; • EXPANSION LAP IN VAPOR io • e • CONC. SLAB, SEE STRUCT. d r. • ' • • VAPOR BARRIER-E. 'ENDED TO I ' • • • ° + ° iO BARRIER OF HARDWOOD PLATE DED TOe ° e • ° t - d .� DOWEL ,, ,• • • r o • 1° TOP OF HARDWOOD PLATE ' ' _ •' ' EXIST. CONC. SLAB ^_ 8" DRAINAGE COURSE (N.T S.) EXISTING ` 8" DRAINAGE COURSE (N.T.S.) I - 8' DRAINAGE COURSE , CONC. SLAB XIST. CONCRETE SLAB . • • (N.T.S.) ." 6' PVC VENT PIPE, SEE MECH. W/ TOPPING c TOP OF C014CRETE SLAB • r .,; 6' PVC VENT PIPE, SEE MECH. . 6' PVC VENT PIPE, (NEW CONCRETE %. O 54M AT 0.T. FLOOR y I_IF ., • • SEE MECH. �. 3" DRAINAGE COURSE (N.T.S.) V-0 1'-O" CONC. SLAB • • - �fl z 3' DRAINAGE COURSE (N.T.S.) •t . -' ~� 3" DRAINAGE COURSE NC'T NO CURB • SIM ' (NTS.) FREEZER THRESHOLD 10 THRESHOLD � COOLER 8 FREEZER CURB DETAIL 7 COOLER CURB ® EXT. WALL 8 FREEZER CURB DETAIL 9 c DI 23-113 1 1/2 1 _O /2" D123-B3 / 0123-84 " = l'-O" 0123-85 1 1/2" Y 1'-0" " .. D,23-82 1 1 1'-0' 1 1 2" � 1 -C" 1 1/2 _ 2- 4- VARIES 4" NEW MEAT/ASH CASE XX 1/4 GALVANIZED METAL W/ ADJUSTABLE LEGS BY OTHERS ANGLE 3 SIDES. WELD CORNERS, SET W 4" 3 1/2' METAL STUD T— FREEZER WALL I NC.HORN NTI W/J/8' DIA.EPDXY GROUT, : FINISH, SEE FINISH SCHEDULE _- COOLER DOORS ( WAIL OR OBSTACLE WHERE EXPANSION ANCHOR O 24" O.C. AND t'. ( OCCURS, SEE i'100R PLANS -- COOLER WALL A -COOLER WALL I ( iv 4" CONC. SLAB TOPPING �� � ALL SIDES.~ END. PAINT ANGLE P8 CONCRETE CURB WITH CID RUBBER BASE I ( _ FREEZER % -QUARRY TILE FLOOR Gl�B 1/2" CHAMFER AND SEALANT F' F' FLR. LI—NES --•._COOLEP, WALL F3E'JONO TRIM T.O. CURB) LINE a --NEW MEAT/'FISH EASE - COVE TILE BASE WATH TOP SAW PAINT ANY EXPOSED 5" , 2" R � ° o ° e W/ ADJUSTABLE. LEGS BY OTHERS COOLER / `� 2x HARowoao 4" CONC. CURB BEYMD CUT BEVELED TO 45' CONCRETE BlJ►CK *1 � � 6" L. #4 BARS CAST INTO � -CONT SEALANT A JOINT INSULATION �• - 4" � 1 1/2" BETWEEN SLAB do CURB o I SE€-••PLAN-- TRENCH DRAIN, SEE MECH. SLAB, OR EPDXY ANCHORS • ° I I 4 1 r 4'--0" O.C., WIRE TO HORIZ. +Q, d e e r EXPANSION LAP IN 1 EXISTING CONC.--\ // /4 BAR (TVP.). d I I _�1 TRENCH DRAIN CURB d ° • AFF a VAPOR BARRIER I I TF I I N J w TILE FLOOR �f1N• �_ d e e v LINE V LINE a " • CONE. SLAB, SEE STRUCT. © FLR _ FIN. LINK a 6 L. 04 BARS CAST INTO e e V .I 4 4 AltL ffl, w • • SLAB,4OR 0" O PO Y ANCHORS � . •� e • • A p FLUSH W/ F.F. p ` T.O. RECESSE A � CTW e o HORIZ. /•4 BAR (TIP.). .• -' _--"�•••"�- C. � d , d .• ' • 8" DRAMACE COURSE (N.T.S.) SLAB CONIC. SLAB + •.' 6" PVC VENT PIPE. SEE MECH. 1 Y A 9 ® AT TRENCH N d 6 EXISTING CONCRETE SLAB EXIST. CONC. SLAB. T 3" DRAINAGE COURSE (N.T,S.) ORAIN 4' 1'-0" d 1'-0" 2" °ER AIFR. 2" ; --CONCRETE SLAB, SEE STRUCTURAL AOR 14 FREEZER FLOOR 15 CASE CURB DETAIL ; ' 4 11 COOLER THRESHOLD DETAIL 12 COOLER CURB DETAIL 13 DAIRY CURB AT D� _ 3'. 1 1/2" a 1'-0" 0123-Cl 1 1/2" 1'-0 D123-C2 1 1�/2 1'-0" E1123-C3 t 1/2" � 1'-0, 1 1/2 1 -'0 D123-C4 D12.r-C"� s FREER —FREEZER WALL BEYOND 4' CONC. TOPPING SLAB �. 5[E PLAN g" 4" - ~-2 w HARGW000 THRESHOLD CURB OPENING 4" -FOR DIM. COOLER FREEZER I' J .-. -.."�COOLER WALL 1 r. CU E'rOND 6" 6' - �''_ � f »Er -- CONT. SEALANT O JOINT 3/8 ,' CONT,PSE�!�T W/BACKER R00 - �-•—�.- FREEZER WALL BETWEE�1 WAIL. k FLEE � � /—'�,nl.E FLOOR DOOR OPENING PER PLAN ,_ COOLER MALL /""'—"4' QONC. SLAB TOPPING ' TILE ���'� ZER � u � Lf 1/2" R ,1 COVED TILE SASE. SAW CUT 'w a' `-•T.O. EXIST. CRETE SLAB W ER/FREEZER COOLER I MERE OCCURS CLE ° e • --�e - 2x HARDWOOD /8" , TOP TO MATCH CURB NT. 4` A TU FLOM, ( I SEE FLOOR P'L/WS I I r • • dy, d • .\ T.O. EXISTING CONE. SLAG A e 8NSUL`AnON - STRUCT. e- o e • • o INSULATION" rSLAB. SEaw • EXPANSIONLAio P IN SEE SPEC. d VAPOR BARRIER FLOOR ad ' EXPANSION LAP IN VAPOR ILxn r CONE. SLA , SEE S TRUCT.o� TUP OF HARDWOOD PLATEBARRIER-E%TENDED TO 3 1/2' ° ° ~ e • EXISTING CONC. SLAB, SEE STRUCT. !o I I F R• e 4' CONCRETE CURD . -- IN,F� UNE� 8" DRAINAGE COURSE (N T.S.) 6 1/4" 14�6 1/4' d . 8" DRAINAGE COURSE (N.T.S,) 6" L. /1 BARS EASY INTO •' #t 6" EPDXY ANCHORS • .! • •e Q • e `1 • • 1• t,,, 4'-0" Q.0, MARE TO IIORIZ. t •. •• 6" PVC VE, T PIPE. SEE MECH. •. , r«�•. 6' PVC VENT PIPE. SEE MECH. X14 BAR (TYP.). -S' 3" DRAINAGE COURSE (N.T.S.) � \ • . , DOUBLE ACTIVE \ � . 3' DRAINAGE COURSE (N.T.S.) EXIST. CONC. SL AD4- 16 + VINYL DOORS XIST. CONC. SLAB. ' ® TIE 18 DOOR JAMB _ 19 CURB ® DAIRY COOLER 20 FREEZ -_R/COOLER FLOOR p « °" ; , •' .� COOLER CURB ® TILE FLR. . .17 FREEZER THRESHOLD L _ 1 1/2" 1•_0" 0123-Di 1 1/2" a 1'_.�" 0123-02 3 1'_ ��� 0125-D3 1 1 Z - 1'--Q 1 1/2 = 1'--0 u r 6" 4" FREEZER WALL WALL FINISH VARIES VARIES 4 ----- WALL (NO WALL AT SIM.) 4" 5 E PLAN SEE-- 6" L. /4 BARS CAST INTO SEALANT- —SEALANT O BASE O SIM. ^ FOR PIMFOR GIM. • A FREEZER WALL w^ , SLAB OR EPDXY ANCHORS COVES TILE L IrEEZE CONTINUOUS ON 1 -0 HIGH r. • SEALANT 0 O 4'-0" O.C., WIRE TO BACKER 8 A;; - TILE FLOOR AND ' r T HOPIZ. 04 BAR (TYP.). �M. DOOR MOTH O HINGE JOINT 81 TWEEN, TILE FLOOR--� I I ( COVED BASE O SIM. i I - - WAL►. OR 0l1rTACLE �' M�EIIN4G SIDE OF INFIT DOOR �� --4" CONC. SLAB TOPPING WHEPE OCCURS SlAB O CURB _ F. F FREEZER _ �' FREEZER ( (I SEE FLOOR PLANS N.F �- } Y UNE • �+ FLRL -. INF FIR. LINE I I WALL FINISH e e ° • e • e 4" CONC. SL.Ac TOPPING 2x HARDOXID COOLER -� ir COOLER WALL DOWEL 0 2x HARDWOOD INSUTAiTfXV o . , . INSULATION ( I I ----CONCSLABSEE STRUCT -..-.•8 •,...�.. .1 E. / " f " INSULATED DOOR a AW CUT / I � 1 - . 'd • • ° EXPANSI��MI LAP IN XIST. Sl � • o • E%PAIVSI LAP IN r SEALANT w d VAPOR BARRIEIT Q VAPOR TI CO`� BASE ON 1'-p" %r.).. its T.O. CONCRETE ' - --- coMc. SLAB, SEE sTRucT. •, :' s" nLc FLOOR I HIGH ER �QArra 4 r x r 1 .�.;,�tiy t'. ... -_. _ -_ - - -- •• •. » • e a • • x r .' o • e v • CONC. SLAB. SEE STRUCT. r ! � TILE FLOOR MT '1V • .; e" DRAINAGE ODUa (N.T.S.) Imo,...... ' r„I� c __�E .• _..... 6%71 8" DR► dAGE.000RSE (N.T.S.)6 1/4" k,• 7. L. . °'. , e` SER PLAN -P�lEO WAIL 't• �: Z' 6" PVC VENT :IPI:, • as - 8 •' T SIE ME _.. T.O. EXIST. CONGrEt6 SI;AH ',, `' ,, r• QVC •VENT PIPE, SEE MECH. I y •••• �• Sn • �. . . i ., � • .. .. �. •� •. . AT ?9IE FLOOR Mlrf I --------rte, 3" L1R:�INAGE COURSE (N.T.S.) T DRNNAGE COURSE ;N,flij 4V' TAPERED CURB 0 CLR f FRZ 23 FR Z,- FLOOR 24 - ER�EZER 0 TILE FLOOR 25 COOLER TILE FLOOK .x r y .I rya a y 40 f 4/2" o12�E31 1,24 ,� 1'_.0" Dla.�-E4 q 1 )/r2a "T "�-�" y , DlZ3~".��; a _ C•' , :.i Lir Y '.1' a�.'-- 4 '',. 'ti, -+"i ., '. �11i9 1,� Fa ;� '� .., ;•� t:q �.,:. �,t r A!,; 't � . �T— l-.'-_ •.•�it 1.',i!.-tw.•t �•OO�.�C ;�+ !: , :r +'r +:IP ? • a F t 1' A, " rr +.y not n y .1F•: � u•, 'c � .�1,.. •',. , i. "•j��i <:.1 q, :,! '\''. ,, r!V►i ' .�•, ,!„ y�gy�, .__._.,.f�....�___.*_.._�_. -^--.i.�ri+.+•'—__.L.:+,a412 LL IV 1 i • Ili �!l�ill Iillill�lllllll IIIIIIIIIIIIII) (IIIIIIIIIIIIII ILillllllllllll CI'�illl III ' ' rI � I 1 ' I . , I ILII lilllll�l,. . IIIIIf (IIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIII II IIIIIIIIIII IIIIIIIIIIIIII IIIIIIIIIII►II ,III III�� t •• Y •«v •� � h Ilnrlrl. Illr nd ! u:nn nnh n nnl I nIL I uldn�luTilunh'1�iIlmNlfihndlib�lndnfr�lmhl�nl�� uau�Iftlullh�i�uuhyllndl�loull�wlhi>�IFII�IuIdll�illlnld��Imhi��uuli�+llnlh�wdlTu�InIIITTiImlhlil�illndnlill�I�llrlh�illlmhT�lr;�dlTilwlh7�'i� . ._ _ ... _ .. .... .-.s,rs.."•ns•.�..�a,^mow +rr. rar..n...-•.w.w" ..•...•.w-......,... ,r,e....,.r, -,.-..rs....... . .,i._.....L�.: �•+.� .. .+ ,.7'e7NA}�IpYw+. MMr�WYMir.•e•MJ.A•-.e. n•1tM.MM.9•^n,•1.YC�M�� • •..._ .r"wer. . -.,.wn.wM.ra..wWrd•w.s..,M.•.n�w..,,.vw -+•few,+ .. w:-_....!"4•�. ... w ,.•r...._.., w x -..,. ' ;t",tea"" Y �,1" r*•T'. _ - „Ii Yr11111 1 oil ] •• r RE - .. _ ._._..._.d....��,_,�w�.•rr•w/M"r.w•rT•�•-•..w..•.•-«-..._•+-.�• .. ..r+.. .+-..+w.-.+��.Y�-'►T.+!'..�.�'yr•"�!.�'1-► -.. ,. ' WHE, TOtuc 1, ! -----s• E� 3 1/2" 20 (}AA. .,.. �...,....�,, _ _..N� S CfJI.JPOC PLAINS FOR SEE .....lc-+---- -... � 1/'�" 20 GA. ITL. --- _ __._.f' �' ✓s-+ K�� A(:61E'6K S SWIPE � 511�F1� 3 %At as a 1!i! . TTiEpp_ WTAL 2111D'S ia• i?.0 t+ LOCAT"S AND ilEUM ' f7 `S s kT 16 0.� !1 ►1111CiE.AND PADLOCK. $TRIC)S At 1�8• n.e ' � � •,•.�• .• t 2. w . 1� � .., '� T� r.,,a..y .L, �~ � 1 i/�w � iY Mme. MIL. SUSPENL£O 3 1/L 20 GA. MTL. STUDS -- --� -- 1,/S PLYWOOD To 14' 0" A.F.1 +� f AT 1a as 6" V-. . STUDS • SIM. of (t) 6`x 1 S/B . s0 GA. MTL. 0TU0 CT 2T0 S'.-V �• T W/ - e � BRACaNC B TO BAC'.K IT'-0' Q.0. iv^"' .r � «. t><CI « } (4) /12 9(�Rfl� TYP - N 2 0 I S 5 s 10 6A. MTL SMD :' YOi TOR O S O i U,i• !?} S�d►Spiu CON ECT W (2) SCREWS • 16 u e .-- ----------( � / . � --- ( 9 ,� �a SU31'. S1r';t7�1 VARIES BRACE • SSM .. .....1 '�.,-r-�.�.--„�(*) �12 SCREWS T1M1�. EXTEND GYP 6D TO T.O. GRILLE HOUSING � �1'8TI►/ (2� is SCREWST• is oc. �'-�j--_ k�! 20 CIA. Ste' REFLECTED 2) N5' x 1 5/S' x 20 GA. MIL. STUD t ' . 4 9UTT -•FOU ICALLENSt OF FA16(2A. FOUR LOCAt10l�'S ilEXfItT4�Y .�. __ J OIl1T • 4fiRT1CAL STTJO ! , - - i. 3+1 '0 GA. MTL- 5T)UpS AT 1Ni" 4.c L .-- 0 BACI( O 8'-•0" COKAG Qft.LE W/OUT COVER (4) /12 SCREWS TYP `......�--____ «p g c i /7� E111�DWGYP 80 TO T.O. GRILLS a ,. ,, , L ---'-•-'•-(1, #I3 5L2tEwS T.P. T MI/ (2) /�D SCREWS O 1iW ' 1 G.C. �U• COILNrwG CIRCLE MOTOR IM 1 3 r 10 GA. 5IRONWiAt�11t . 5/B" x GA. •_•- ••:,{' x 1 51W 20 GA. STRONGBACK ?A$CIA T.Q. GOOIER _ STS-ftJll LENGT�OF FASCIA. '''` -••••y t"MRIC fir7wLS.E W/OIJT CCWER - -6` x 1 S/8" R 20 GA. STRONGBACK S ACK S"-FULL LL14GTH OF FASCIA 8U • VERTICAL TUU . t EliiA1T OIr f wpjw BUTT O VERTICAL. STUD 5 1/2� STUO I.I LENG�fH OF FASCIA. N S 1/7 e SYSTEM VARIES �E,TLA'IIG---- BUTT O VERTICAL STUD � _ ---^---ENOL I) iA5pA 2' A.EAR OF COOLER t ,� ~� PLANS FOR LbCATK015 A SEE NPUCTIED CEILING VERTICAL 10 }1�.7J�i - � t' y�S `....-_•�- GYP. 8D. - P1170 UL a y^r'1E11 �._._..___ _._-_GM. �.- PAINT ------- CC�UNG SYSTF/A VARIES I FREEZER ACIMrIEIIT TO COOLER OR i �',ES`ftrTA \ AND MIEIQHTS (PR�OV�£' METAL, UIM fC�Q S �y CONTINUE TO LOWEST POINT OR BOT. I SEE REFLECTED (2]UNG •' FAANS BEAD AT ALL OORNEI►S B Oi STRUCT. ON S10E OPEN TO N+L 5 OR LOC TIONS S/8' GYP. BD. INS SIDE QQC�T� ( AI ID HE LSH T5 COOLER/f RLE ZER Alsx `� TO BTM. OF ROOF DECK '•` F i� !"Ol.Al10AlS GvP. OD. TETIl1aNdAT1'Jfds) AND 1t7GTt T � S?iUt.TUhtE }}y. � � �� __._.. ,j Ilq . a « r ;• u (PROVIDE METAL EDGE BEAD AT ALL (7I a. > _, ..-_-__ c CORNERS O GW 80. TERMINATIONS) ---GRILLE TRACK do IS BEYOND t "" ! • T-e ✓ GRlLtF TRACK FIXTURE FIN. FPR. LINE FIN. FLP. LINE ��pp iW FIA. UIIE 1 " _ FASCIA W,/CEILING 2 TYPICAL FASCIA 3 FASCIA AND GRILLE 4 PLYWOOD/FASCIA 5 FASCIA/GRILLE 0 PRX r e ) 4" 1•�0. 0124-A1 1�4" 1 -U" 0124-A: 1�4" )'_.0" D124-A3 ��,�" ., �'-O" U124-A4 1 4" M. 1'-0" D124-A9 i i � r rY: 1 '- • --�-- - FOP 6` ELEVATION,FASCIA !LIVE -SUSPENDED MTL. STUDS EE EXTEND STUDS O FINISH TO I4EIGHT V mac_,.,. pECOR PACKAGE TR)M, WC, ��� "--GYP BD. (PROVIDE METAL EDGE Ir"1 ADM COOLEJt/FREEXER WHERE NI.:'.'!r'.D � '� CONNECTED TOP (X7 . NIC, f/ DEAD AT ALL CORNERS Ht[ GYP. BD. II RpOF/1`LOUft SYSTEM WHERE OC(A)ft. SI1Sf'E1d0ED 3 1/2' 20 GA. Mn. STUDS i )'' ' TERMINATIONS) � 6' 20 GA. STUDS O t6" O.C. I� 4 DONT. TRACK ATTACH TO RW' ' AT 16" OC- + 6' HEADER STUDS W/TOP & BOTTOM ;y;•w C ..b6. --FINITESDECK + k' � b f ( ) / A -0" `+ "' / �� ._�.��' �-TRACK SAILING - I-OR rIEICIaSTs AND � FLc Or�1DEp�c A�AOK 8w b i� 2 6 x t S Ja- x 2t) GA MIL. STUD 6' ZO GA. BRAC`£ O 4'-0` O.C. O'•�RACINC SA a BACK O IV-O' sa TOES SEE R1-FUCT1ED CELL 4G � / CONNECT IN (2� S,CAEWS O 16 O.c -5/d' CYP BOARD (� I Y� Kms+ U G ! °"APOWDER OR:'VErI FASTENERS O d` O.C. (4) «.� SCRf11IIS T4P ' -�_„-_ 3 1/Y MTI. STUDS Al 16" D.C. _ w ATTACH TO NAILER AT 24' O.0 S/a' GYP. 80. ONE SiOE 011LY ON ----6' r 1 3/8` x 20 Gil STR011GBAC!( CANTRACTOk'S '"'! CEILING WHERE OCCURS :, 3 1/2` Mn. STt'QS O 21--L`' O.C. STUD-FULL LENGTH OF FASCIA. COOLER CEILING BUTT • it KCAL STIR) , SUSPENDED MTL. STUDS _�-" STUDIO ENLACE �O -----�----• 3' x 3" A 16 CA STL A1OV. SCREW --_ ® - r- --'11I P.T. NAILER SET IN MASTIC •1• T b TO METAL STUD 1NITH (?) �� 1T?K STRUNGSACK STUD-FULL LENGTH OF > SCREWS A EA. "STUD. I�ASIEiN TO STAINLESS STEEL J MOULDING FASCIA �.. VARIES JOIST WITH .140 POWDER DRIVEN h•_ AROUNG OPENING. cryQ iGYP. B0. (PROVIDE METAL EDGE % GYP b(i. iIUSIN w R. FASTENERS • 2'-0 .i BEAD AT ALL CORNERS & GYP. SD. _ WI MTL• EODE LEAD / COOLER. � vV1 I1 TERMINATIONS) ` SUSPENDED CEILING -SEE PLAN 1 wa: • -_---------C00(iR/FREEZER BUR( COOLER TRILL O SIM) DOOR TRIM (NG -__..__- ------.-y-_. OOOL1R/FREEX* BOX ��_ - �`" FOR CEI.MG TYPE AND HEIGHT .;► -COMB AS SHOW Old PLAN � --- -'- --- •---------- COOLER 80x DOOR (NO DOOR O SIM,) CONI. Mn. TRACK - f'Mi. fEl1. UNE s /�'r'��/ p CEILING WHERE OCCURS f FASCIA 0 COOLER FREEZER 7 FASCIA CSD DAIRY COOLER 8 TYPICAL FASCIA EDGE 9 PONY WALL 10 SMOKE CURTAIN 1/4" _ V-0s 0124-91 1" az i'_0" 012".' 3/4" >a )'..-D" 0124-83 1 1/,),. _ 1.-0" 0124-84 3/4" _ V-O" 15124-05 ul -__-______..-MTL. STUD O C.J. 1 1/2* WIDE _..____..�-- - TEQ--� ----_-.,.� -- - _ SEE GENERAL NOTES BELOW --- ._ Mn. RLLER STRIP--FASTEN MATCH CEILING GRID ASSEMBLY ASSEMBLY ONE I DE FASCIA) (PAINT TO V • EXISTING MTI... STUD �- CEIIMG TRIM, COLOR T� WALL HATH PLYWOOD / OR CYPx.�llb1 .'SFIEATHING ••� -GYP. BD. FINISH EXISTING WOJO PLATE TAY CLF BRACKET SUSP. 5TV0 FASCIA -EXISTING SUSPENDED "/ MTL. STUDS. SEE FLOOR PLAN PERPENDICULAR - w y Ai.Uk#44UM 'L04EAR CEILING A CONT. BREAK ALL SIDES FULL / -- FOR HT AND SIZE � HT. AND :.CROSS k30TTOM (XLIIIG GR'0 8E r0IK1 - . :. / -- 1/2` GYP. BD. W/MTL CASING C .._. 0 BEADS, TYP. 1/4- DKA M B. W/WASFIER do GYP. BD. -- ----- - -'- (X)L.• NU, IN 4- `'ERT. SLOTTED USG 2000 MTI. IRNA EA. SDE -----------ATTAC041T CUP PER MFS, °+--_____ _..__� --- HOLE O d'-0" 0l•. IAA`•. ----OF C.J. - SMOOTH FACE w/ RECO1400ATIOWS. -- MIN. OF 2 8i T'+i w/AN.H. JOINT COMPOUND NEW 5/8" GYPSUM WARD --- 5/8" TYPE 'x' GYP. 8D. �„ ( 1 n'N TERWlNAT10N WITH '1_" � ,�� SET 1" FROM BOT OF HOLE .� /8' MIN. (CLrt.) NOTE: CQNTtI'Ll1C JOINT ACROSS TRIM MOU)W O SUSPENDED � � 3/16" MAX (Cl.k.) BOTTOM Of FASCIA rr. �MLING t'ONDMON ANS) l H.) PARALLEL - ------.,9RE'K APPLIED FINISH MATERIALS NOTE: SEE' 24/Al2.4 FOR T CORNER (DEAD 4 FASCIA ��J �_ SU FLOOR SUPPORTEDWHERE OCCUR FASCIA JOINT SPACING. coNDInL�Ns F'SC1A STUD WALL - 1',1 WALL TEMINATION 12 CkILING TRIM & ATTACHMENT 13 RATED WALL SEPARATION 14' FASCIA DEFLECT. JOINT D. J. 15 FASCIA DEFLCT. ,JOINT (D. J. ) • w 3" a 10-0» D124-Ci 6» )•-(� D124-C2 3" _ �'-0" D124-C3 3" - 1'-0" D124-C4 3" - )'-0" 0124-05 17 ROOF SYSTEM WHERE. OCCURS. " r 1u11CK i)fuOFfMMIM HIRE) TO K A NMWY 0►'r'9-rA11OL.CKWY7r:D. �T AN<A!/��♦r t)1Q1 MML AT N 12 2) 6 x 1 5/I1x 20 0A. Mn. STUD -- ROOF SYSTEM WHERE OCCURS. BOTTOM CHORD Oi HMIOOTc r OIC. raw WAY. HANSM 10 sE ATTACI�D ro sUN�tMSrorH MfNs[ITs AAp TO ttlL QMrsrT A�t1Y[ w 2 SCREWS TYP r - MTL. DECK - MTM A MDMJM OF TWU ItWO. HANDERS LHRH NOT ATTACH TO a WO A�p�e p MATt7MAC ' -~ ACING SAC; TO SLACK �1 d'-0 O.C.. SFE NOTE S ROOF JOISTS CA taff4mT No 0+AL NOT w ww TMAM , r.F.uT co PuAw"TOR"two rourta sar.+roa F-- ------- CONNECT wi S2) on SC21EWS -- 1? SCREWS TYP.. EA. SIDE / / - O 1d O.C. / / /12 SCREAM O EACH !) ALL CO ICnriN 0DWIt SHALL of Cr AM APPW40 r"f. CA►AU.S Or aro+ro~0 LOO/s AM Rt . R, x ?t OPEN WEB JOIST -� eCaAtn TO TME suKdna s1RICTUIIE. V` 12. -O. �D 3 1/2" MTL. 20 GA. ----^ 08 SCREWS O ill" O.C.. RT STRINGY T)A MAP Zr ON 0WvALOrT OVAL K USED rM4M. 01"N TOM f Auoc DWGY ATTAO*W, TO It* VAPIC STUDS O 16' O.C. EA SIDE k" SCREWS O EACH FLUTE � �) SnWTNRC TrAP£V susi'6HSCHs twuL Ot A ONION kV MAI TO SAM i-1/0- COLO WALED b1EE- NC NL MAID' `-' allncTra cmAwLs+� SPAM Era 0 4', cx #- ----- $ 1/4` MIL. STUD BRACING / (4) ,fit[ SCREWS (4) P12 SCREWS NF R TO ROOF 4ANOM •)A rs SHAH K POMPIotrnr sore WIN Ha ,a CA" MN AT TH[P911MIM 0" /�• AT 32' O.C. -- - --- -- - -- - - _._ - - - --- -- 1.00AL rax THA{Puxrw¢. b - Or IMAI.L CR CExw DrOCONI PTY IM SAL AHI a ad1OUMT SIMP SIAL ROT K AUarr r T sITACIMO �)qt*MI r' Or TME f1f* MID AT Ir MA. w APIK DIIECTAoI" AND WALL!!Odi1DClEb '� .•' t• `I YM/M» 3'Or/IH R11ERwLltak Ori AUII»Ex YMTN A UIQ!Rlanwe1IHO�Rw AIO WlANtill RO 0�7 r 101 2 1�2" MTL. 5'lUD BRA(2NG t ;/.. r r 11149 ss a p aiD r iper! TR r r • .72 D.C. - .-' WALL NO - EYP. __ :. .. ' ---'�-(2) /8 SCFtE"rS • 12' O.C. (2) ,012 SCREW'S. TYP, s�wRORTw+ TIa Rad a aeCrnR ee. wIE sTnin rlAu se AnIwATx To r41rsT TMe uolt�cAL .P•'��u� E NOTE WAWIt.rON MCw70HTAL AU. 1240M0 VIK 104ALL K AOM In rA wa A�M "-- pyarrGt�,r�D (,�IIJNG, OWUM d O NO"!Roel AU.MONZONTAL nrSro d MCT THm LLAT a HOT 1rtxH o MTH 11"c" Cf�O BILINS (2) 6" x 1 S/0' x 20 GA. d x 1 S/A" x 20 GA. ~i : , `• STUDS BACK TO BACK WEB JOISTS, TY N r :r #4 ca"4T111K MM Of. A MArAD, THAT 11HfF ILII!ATM-RT A O[1KAr laAO er ROT uaa RN YM TAO vaAos ,EE G SEE ATTAOROYT R)�f1�PETPAteIDO&AN TO THE ""ssau s6A TrD TaOrTrlt 11TAsrl>!D TO.IaWWI 11p M+sAR1M ,3 1/2 MT'L M w MAA. • or loom [!H iABpA . TRIM ftANOE,I F120"d 1'-6 t6" IAM1�ou TM sNAU rr DONE s1rs�DlAtvtT AQ�eAC[HT iIHO rAaAu.Et TO Cwt► WILL M AM0.� d` x 1 S/1"! x 20 GA. Sh NOT st USED RO RHrs r1aAPtdsE. ALTM01,0•H TC r.1CIUTAIT RATALLARON, RUrWn WAV R AnA B I2" O.C. O C ��N� BRACE, EA SLOE _ CLOSLIK- 12" C. TO yy►) (PROVIDE WTAL EDOF �fA�CI� AT ALL DDBENDUWEB TO TO Ra ANTAWC AAT 11 AT 1140 Ap,O WAL wvts H■TN a(ARAHCY1 s[T1R+ Tt! wits MCI CINE ImWIM[r 11EMM0 YAMTA/Ka AT RHt O1Nt)1 TWO■Rlil. ' ALL upmT nxnMs 04A-L.K POlTMV ATTACWD TO T/[ WVf"NOH SYIMM. R( ARALi AM SIDE t01RNIDlS O OYFT• W. TE77MIATIONS) FORM 2' CUP 8" 6'-0` 4'-0'O.C. MAX. ueHT SMALL RAI( A CAPACITY Or 100%W THE FWr^ wJONT w WY OMf4" IL --JOIST TOP CHORD MAX.1p AX. - (/t2 WIRE) rTxTtwl[i s)Oeav Mf1'JM[}xAT[•-WTv AM NEAVV-OUTV 2USP9010 lT91w" *$Au a uwD TO 2ton y Lon ro'ttuRt MTI. STUD BRACE �. sUPP01TT"*a Jr Cr EACH COW*d " FIKnft MTN A�Hs OAUK MA%". MOM NEANri-ayr, Rln. STUD BRACE i wq&wIMMMATE-OuTY gUr'•Eft M sYWTM MSE LOW. TIK OW WMKPR 04AU NAY[0#ftVMEN1A( . i - 1). AMTI AL HANGING WIRE WITHIN ( F;.RW..TEIR. sHaoMro»IPSTCW ALK UMMD, 10FL'MTAL S)PPON7 s WbT NLOINwO. TAHMCEM FrxTURES MAY uTu,rE 2 . STABILIZER BAR BETWEEN ALL MEMBERS O PERIMETER. CawMoMl W A WHERE PARIRLLEL TO JOISTS PERPENDICULAR TO JOISTS ; were Tn_ h"AO row TO Wa "OD's' M-may a OTMM E+arwauT"MOND Ices MAN US"'"L "AVE TMQ a•0A.(D_YtERE3 . 1�0A /�, A( 12'-0 ,0�CE/� MAIN R�%• SIR(�►CT� "ts FS1olM wII WAIMIo To TME 1MIIIcnft 00" IN To O"am NAm= Yew* III" wm WAY H�q.ACM.DE BR NG 1 N 4'-0 OF PERIM {t & 2•-O" 6n:1A .:FLOSS MEAtht S. rnrTulr�Cn oTHot EawrEp+T Y[SONMO w txlxss H7�/wAtl sE Rcao+CcaRY 41nrISTEo ,rH 4 . TRAPEZE DUCTWORK & OTHER LARGE OBSTRUCTIONS. COUNTER SLOPE TSTn A www a aw ow-ati aw r MAID n3rRA II sNAu SME sawar...tMRr TEb + FIN. . LANE LINE AT BERLIN ODIIIr01 TO THHE rnerCnxHe AIiYe�E. F11RR�IT ` 5 . CONNECTION DEVICE TO HAV[ 1000 CAPACITY. 6 . SYSTEM TO BE HUNG FROM JOISTS. 00 NOT HANG OM STEEL DECK. Io)srsTlal To st NUHs Fra!aasT. OD NOT MANE FrMOr sTm oC[Yr . 16, FASCIA 0 PEM 17 BRACE CONNECTION DETAILS 19 LATERAL BRACING SUSP. CEIL. 20 SUSP. CLG. :SYSTEM NOTES A + rye71 : " ' : Di-4-D1 3 4 ,R V -0 D124-03 3�4" _ ,) -0 L124-D4 �',m� 1 '4 7 0 .. 0124-05 i W" SYSTEM W4SERE OCCURS. -•� ® { ' � �• i �, NOTE. SEE DETAIL A 4 1 SIM FWIMS 11T ROOF FOR TYPICAL. NOTES. _ EOUAL _ - EOUkI _- ��.-- P14N9T LINE DECD. AT DRAFT STOP WHERE _ 1 I _____� -- I 1 P T NG lq,- ,n Ot,CTJRt: _ -fit ...... ...' �r S R(X1F SYSTEM WHERE OCCURS. AA.O - � --- I I ( I CEILING LINT. SEE CEILING M RATED RATED 5, w I I >S PLANS FOR HT. 14 s- WALL WALL �-CEN IMG UNE + MIFIEAE OCCIURS ` { I �-"ZA TP ( I t2. 1s 1f! SEE CECM PLANS. Ex TEND TO ROOF DECK AS :'� I � ,.,,.• - REQUIRED O DiR,AFT4niPS I { J. 0.J. FASCIA 0 PANEL LEN[ a --- lrl2 SCRW TYP (2) N12 SCREWS Tom. EOUAL SPACING ?1MEEN D.J. AND NEXT RATED IN RATED WALL , Y M 1 COLUMN BEY(MVD FASCIA +*,4 '' f -- - 6`•>< 1 5/Pr M 20 GA. WTL ---C" x 1 3/!!' x 20 GA. Mn. TO (�s DSM FASCIA BEND PT. OR BETWEEN FASCIA S Q•y ,-- - A �e�BAILF.I,_ �1 AT COLI�MN AT FGA • '" aENo Prs. - r ,'. �• �,,, sTUQs EA. snlos E SIDE A Q" - ` 30'-0" MAX. _30_x' MAX. 9004 JOIST ...... _ - CEILING LIME, SEF: CEILING fT r� 11R2 SC. EWS TYP. F_A. 'S'IDE OR H . -� FASCIA BEND PIT. PLlWAIS F - ----- FASOA EN' •-'--'-""'3 1/i t,0 CSA. MTL. STUDS - - - .Ir, SCREWS TYpi EA 510E - a NOTE: CONTINUE C.J. OR D.J. ' ..^-------- --SNEAIP14111(1 ,10 B. JOISTfi `SLY FASGtACRO�AS 1�UPROVITTOM �DE ............_....,..-....�., - _ ,. P. FASCRA PARALLEL 4�E...j: JOISTS (CONT. TO Of J $!JSP., F $CIA PERPENDICULAR TO JOISTS tINt�Dt1S WEAK IN - ........-. .-r r".,......,...' "a M/• I Fm1 m 15 A �� - "...... �� MATONALS. VA"A OJ DJ D � �_.. _._._ _,... - ......,.a _.. . DiRAnI' 91tiF L7lZ'gdlliTApl BOARD) SC1A ALL . �. • D �Nilrt liar. RODR SVPPORM STllo WALL 21 FASCIA SUSPENSION DETAILS 23 FASCIA ELEVATION /JOINTS 25 WALE. ELEVATiVtyS/JOIN`TS e ' /4J :�,!'- a N 'e1' ..iJ�R i; *. �.. Qy ,; '(. D1Y4-E2 +" �~ ` i s DLL E�1 �M 1•"'0� OI,r)24 15 Ap :r•;h"3, t�!!. :' &e.p-,..•,y �, .''r. 1 .h - ,, t a 4 `.• `.' -i. H). - ,.'• -!' • ••,,i.. .r. '^bS�`jt �: 7�Ot 1� - L� ♦ .,j. 'i, •� • '1 :R ...may,,. -..� ,,. •-ry-- ..-..-....._ ...,..+. -..... ♦ r t." V. WAR 5 IC, r " Ili! • �1 (I11111�IIJ!III ilillll�l!!llll ,U�III1�11l111� !lJllii�Fllllll ���"I!!I I �.::. Y, �►�l.I�) II�IINt3L 111111 IIIi�I!�Illlili ILII I RIII(f11HFF{11FSc{I►FIiuN�{1NtImb1R11F11MIF(1sl AlVI .4 ,1 ` r • -,,,r,�,y,,,• • ,�,r".-,i,-,... ^�.w w Igdllfilnnh1IHStiITAF�i�1�i�1Hd��uniSiH�IHIhITi�noel��HHIIF�ud��lnFl7ii�ml{16dnHIn,Am167fi�1:r►hl�nnh��IHdrs v v WM ,,,..v..r,. - .�w.,w.e:_. ,. ., .. � .„y�pypr,•N,.,: +WNI"IAM.P=..v,a.�Y.wv.' . r. ...,- ,�...aai►aa.�allw•+M' � n+ry MIIIINh� . !Ir•Mrf.M+rwuwwrrM�w�"•, r.,_ ...«,,,..,r,.+•.•s+rn.n MI�IYW..ii�Wlyl�•.A..•-+fr... _ ,_ «,.. lam, � -....�,,,,y..�w.�.,",.•......,� ......•-•-.,....e..._ ,, ..,- -. .. ,.. .. ., .....n+... .., ,.+.... > ., ,.... .. ..., - ..-s+u,._.. -._.._ _.. .. ,. ,-, ,r 'r P3 MIMI tA - ,, _ J .._.-ir.....+.egw ...•••y.,.-.q .._..,•--rte -�+w-.-.-r�...r.�.- -•-, ,:t fCIO S,4' ,. 16 M �1ETAL &7W 2'-0" O.C.oe 1 GA. clip ANRw W/ 2-- BIZ $CK" 2' „ (2) 3 5/8' x 6'-0' r to GA. METAL $TO � -hI ARIL NOTE WALL PER Ft.0OR PLAN t 3 5/8 x I® METAL STUD BR tiA PAW't TS. COLUMN AND F'itJ11�WG kA' ° AKNF 8'-0- A•F.F.GMILLE �,�-- 4%4'x1/4 T.S. COLUMN O , , +�`t 1 • �► S 8 x 18 GA. ME(AI_ _ - -��:%5M1. ., LvSTwo MPAa. T.S. COLUMN . A s" BRAQE ALUM. TRACK. BY ° + A MANUFACTURER REDUCER STRIP NP-011 � "1, ° A.F.F ,. '1� ---6" x 18 GA. METAL 1/4" FILLET VELD < 3 ter- ALUWI 5111 S.5 MIRA4P TO !f'-0" A.F.F. Sn- _ - -�'' STUDS 0 2'-oW O.C. _ ALL 3 SIDES Gvp T" +-rte- _ _ ______ _ CONC. i1.00R------ PLUMBING-SEE MECH. �._.�._ FIN. a RE COLUMN 3 S/8' x 18 W..- ME TAL STUD +9- A.F. . cv FASCIA ABOVE AS REQUMVD,TO . __- �� BRCR�1�►S'EAT.�0.C. W/ 2-06 � ������• A _ BENT PL 3 ' VILIE X L3 -X 6" X 1/4' ----- -- ---- 3 1/2" STRONG BACK STUDS 7' I TO A'-0" AFT, � T•S• OUTSIDE EDGE � .S. . w/ (2) 3' EXP. M1CFf�RS ___.�_ CARPET • OF FASCIA � 1303mc - - -_-._ _ _ _ -. _ _ AND WASHERS IN FLOOR, t! • •, . .off EIuST►Nf� OtIETAL STUD FRAMtytr' AND GttPSvy '---~""� FOR TOP CONNECIUON 5EE A8 2 BOA"G CA>ON QIUIIIEn TO FACBITATE to WL& Pl ON ALL • , CONCRETE SLAB � � - � � � � � Asa PHARMACY SDE: OF Y.S. _ - __ - IN E ' COLUMN PLUMBING SILL • • r _�D of - - - ' SECTION: @ STARBUCKS 2 JAMB Chi PRX GRf LLE 3 SILK. CSD GRI •. _ LLE 4 FURRfNG A 1/4' t•-0" 0125-eil 3" 0 1'-(1" D1213-A2 �.. 1.-0.. DI 25-A3 1 1/2o = 1'_0+ ' �V- 43 01 MFR TYP ACK .� T x 18 GA. MEdAL,L ""' ASLO M A, -4•x4'x1/4" T.S. COLUMN-- t STUDS V .7-0' O.C. `• �g• .� � FIXTURES DASHED ON • REFER TO 7jA1S.1 FOR REFERENCE ONLY FOR ADDITIONAL FASCIAanus Ai C PAINT INFORMATNWI. ---- v .c WALL- SEE ..^t.AN R 3 S/8 x 16 CA. STUDS i FOR TYPE AND LOCA�I -- fi `---EXISTING METAL STUD FRAMIING $J� � GYP, 80. DEMO AS REWMED TO • 24' O.C. w/ 3- /d'S ' FACILITATE Nf.W' CC1tVSTRI/CTi01i A. ENO ROOF DECK / 3 - 4'a4'x1/ti T.S. COLUMN � 2) 3 `/8" x 16 GA x b'-0' s/e" TYPE 'X' GYP 80. ° ��=-------b" x 18 GA. METAL 5"S O ( TYP. '• `• ♦ 24' O.C. TO SUPPORT 2'-0' O.C. FAS(�A CORNER W CLIP • ,- ° --- 3 5/8' x 16 GA. METAL , I 2 MGH BENT PL J 1/.. xREd'DX2S' ., ..T ANGLE !c 4- /12' r' ( I W 1/2* EXP. ANCHOR, IN FLOOR. • FOR CONNECTION O top SEE -+ +14'-0' A,F. � INTERMEDIATE STUDS O R SIDES OF T.S. ---- r✓p�. 6" O.C. +11 •'-8 _ r•�.�_�_- ,L WELD PL Old ALL ' 6" x 18 CAL -f A.F.F. FIN, CLG. _ - _ � TAL STUD -6" , 16 GA. METAL STUD #0CXERS +9'-B A.F.F RETO 7/A1S.1 Fpit -� --� ''---•-- KICKER • 24" O . . O 24" O.C. W/ 3-� SCREWS EA. FIxTUFIE, DASKEO ON W/ 3-/a SCRE +10'-0 -6' x 18 GA. METAL ADDITIONAL FASCIA 0. 1 1.1 2 4 6 8 10 12 14 15 1711811919.1 19.2 20 212 GRID FOR REFERENCE ONLY I END PAINT INFORMATION. EA. END STUDS O 2'-0' O.C. O .� 0 m Ia 0 0 0 0 0 0 0 010 O O O 00 S -- ----6' x 18 GA. METAL STUD JOIST'S SEE 19/A7.1 FOR CEILING + (% + O (? C` :'� O O O O O O O O O 000 R.2 _ F'IN. CLG. 0 24- O.C. W/ 4-fg SCREWS EA. +a-e "-`-�"""-"-'-'--�-j-- - --e- - - NOTE: �I„p VERIFY' ALL CRt1.L.£ OPENINGS ,,•� END A.F.F. -BACK TO BACK 6' x 18 GA. STUDS 6" MTI. STUD (4 TOTAL) EACH O O U (.l Z;6,5_0 O O O Q 0 Q Q Q Q Q R AFTER T.S. WSTALLATION AND PRIOR 0. rASI AT CORNERS SIDE OF T.S. COLUMN O U 00000 G O G () 0 O O 0 0 0 0 N. TO GRILLE FABRICATION COORDINATE N SEE 19/47.1 FOR crkmG---� +&-S" A.F.F. -,-- T S HOUSING CLEARANCES AT ANGLED DOOR. C4 ' - - f• O + 0 • • �'! • • 00 0 0 0 0 0 000 N F4 f SECTION 0 DELI SEATING 7 SECT. STARBUCKS o 0Q 010 o0 0 0 0 0 0 o O o o G o c► M� _ $ SUPPORT C� COLUMN oO o0 0 O O o0 , _ _ _ 10 Jr.VVELRY JAMB + O + 0c • • • • • O • 010 0 0 000 L 1/4` 1'-0" D#21-b1 1/4` 1'-0" D12s-B2 3/4" 1'-0" D12s-B3 » s 1'-p" olzs-� O O O 0 OOOO O G O 0 0 0 0 O O O O K 1 O O O 00000 O O O 010 O O O O 00 J,2 Lt I -10' DT16 CONT. MTL. TRACK 10' DTtt CONT. MTI. TRACK 10' MJ16 MTL JST O 1Y O.C. o 0 010 O O o O O 00 0 O O O 0 0 0 0 J.1 I (b" ST1E`. CONT, MTS TRACK O SIM.) (UNPUNCHED) + D 1 0 • • • • • • 0 ! 0 0 0 O 00, 0 ,1 c 1 --MTL. STUD - _. -- _---- - - - - - _- - ONE #12 SCREW TOP Jt BTM. (TYP.) 10" DT16 CONT. Mlz TRACK 0 0 0 0 0 0 0 O _0 00 , 010 0 0 0 O 0 0 F.1 ' I 1 0 a 0 00010 N * 0 • O • • 0 0 0 00 F � EXTEK0 .SKATHING TO 2- ABOVE CEILING I -----ONE- 0 00 0 0000 001 . 0 0 0 0 0 0 00 E ONE �t2 SCREW TOP ec BTM. (Tl1'.) - � /12 SCREW TOP & BTM. (TYP.) 000 OOOOO 000 00 O • U rJ l7 0 D.1 10' MJ16 MTL. JST. 0 12' o.C• I 1 UNPUNCHED) 0 • 0 0 000 D CTI - SEE SHEET Al2.0 ° I 1 L 1 1/2- X 1 1/2- X S" X 16 GA. �6' XC18 MTL JST. 0 16" d.C• o O D O © • • • 0 • O • • L 1 1/2" X t t/2' X 5' X 16 GA. 010.010 SIM.) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C �,• - I 1 000 0 O 0 ^ n 0 0 0 0010 0 0 0 0 0 6.1 - ® CT3 - SEE SHEET Al2.0 (3) /10 SCREWS EA. LEG - /10 SCREIYS 0 12" O.C. `.��-- 3 A CTS - SEE SHEET Al2.0 - I I O ro SCREWS E LEG O O O 0 La 0 v� oa 179 0 La Q O Ia G 0 0 0 0 e ,.. ° 060 0A � AO A t" 0 0 0 . 0A -I ► --_-_.-__ .._ - - __ RE - 10' MJ16 MTL. JST. d 12" O.C. -� -(2) /e SCREWS KEY • STAINIES§STEEL COLUMN WRAP TO 8'--0" A.F. . 0 NO COLUMN F1NIS14E'� - (UNPUNCHED) -10' MJ16 MTL. JST. O 12" O.C. T C r,_ I_ (UNPUNCHED) PAINT ABOVE rte-' O NO COLUMN M�AtA18 - O MIRR E BRING, N.I.C. L� X I t WRAAP TO REMAIN HEAD I I I I 6" C20 A1TL. STUDS O 24. O.C. + PAINT COL. To MATCII BUILDING EYTERIOR • GYP. 00. WRAP TO 2- A�0 1 ' I (4) /10 SCREWS (TRACK TO WALL) I I (3 1/2" C20 MTL. SPUDS O 16" (2) /10 ',CREWS 0 EA. JST. W/ S.S. COLUMN WRAP TO 8'-0' A.F.F. AT COL 15E, 1SF, 190 k 19F. PAINT POINT,ST OT BASE PER FINISH SCHEDULE I I I ( O.C. O Sial ) ® PAINT COLUMN C�- NO S S. WRAP t WALL/CEILING GYP. B0. I 1 I NOTE: PROVIDE DOUBLE STUDS �'- --CEILING GYP. 80, d EXISTING EXTERIOR COLUMN-SEE ELEVATIONS FOR PAIN --/•s � )ABOVIL WALL NOTE: All DtiORS AtiD OPENINGS ARE TO 8E Bp� • WALL OPENINGS. s. • C I l.0 N- E NATIONS FOR P AND TRIMMED WITH CTS BULLNOISE TILES WALL/CEILING GYP. BD • ^ AS REQUIRED. NOTE FOR COLUMNS MATH ADJACENT PLUMBING, SEE DETAIL ,y t 1 .' 11 CLG. JS 1 TO WALL STUD CONN.12 WALL BEARING DETAIL 13 HEADER DETAIL 14 Yr' �. _ ��.. NEDULE 15 BAKER ELEVATION " .. 3 '� �•-0 0125-c1 3" � 1'-0" _ � 0125--c2 3 1'-0 D125-C3 NOT TO SCALE 125-C4 1/4" 1'--�J" 0125-CS t,", 3'-0 1/d R.O. rr -- (2) 10- Mile MTL. .1ST I (JI � •- ----- -WF BEAM 16 GA. X 1 1 � � 3 1/2' C18 MIL. sr.10s 0 24' o.c. f.- � /2' CONT. SIRAP 48" O.C. SECURE W/f10 (UNPUNCHED) I I / (UNPUNCHED) �"" SCk8 O EACH JOIST. ATTACH W/ (4) 010 SCRFWS �� (b" C20 MTL. SrJDS O 16" O.C. ----18 GA. BRAKE FORMED TRACK W/ • 12 O.C. ' I -�� SIM.) /- .--. I / ONE /10 SCREW TOP ec BTM. (TYP.) 4`------ 1 1 1 ' I ( BONE /12 SCREW TOP & BTM (TYP.) - - - - - - -- - - NOTE: ALL DOOI,S AND OPENINGS ARE TO 8E BOi:0ERE0 AND TRI WITH CTS BULLNOSE TILES L /2 x 1/? X S X 16 GA. W/(3) /1V SCREWS EA. LEG (TYP.) i j �--'6' ST18 CONT. MTL. TRACK (2) Ie SCREWS EA. LEG As REQUIRED. d �- ---- 10" 0*16 COfIT. MTL. TRACK (TYP.) I 1 �� - �` xCtb STUD STIFFENER /10 SCREWS EXTEND SHEATHMIO TO 2' ABOVE CEILING ---------ONE #12 SCK;II TOP do 9TM. (TYP.) I I _ w. Io" MJ16 MTL. JST 0 12" O.C. I CT1 - SIE SHEET Al2.0 10' DT16 MTL. JST.O EVERY T (2) /10 SCREWS EA. STUD 8TH JST. (MAX.) y, (UNFU".ED) BACK OF III" SHOMA'' iRIM WEB AND SECURE AS SiIpMM � � CT3 -- � S1'lE[T Al2.0 kill. I ( (VSE 6" ST16 MTL. JST. • SIM.) CT9 - �£E S1+>EET Al2Q 10" UNC ED) ,.ISS. t2' O.C. (2) /A SCREWS EA. LEG (UNPUNCHED) TYP. ( ( -'-- = I ! -6' XC16 MIL. JST. 0 16' OC. --10" MJ16 MTL. JST. 0 12' O.C. �/ r (UNr`UNCHED) z IL _ �' 1 1/2" X 1 1/2' X S' X 16 GA. I I` - �� 6' XC18 MTL. JST. O 16' O.C. W/ 6' XCIS MTL. JST. • 1P" O.C. W/(3) /10 SCREWS EA. LPG -(TYP.) I I ' NOTE PROVIDE DOUBLE STUDS __ _ _ (3 /12 SCREWS 9 Sim.) I ( • WALL OPENINGS. I i (4) /10 SCREWS (TRACK TO WALL) ' ---(2) 10" MJ16 MTL. JST. I I ; (IUMPUNCHED) WALL/CEILING GYP. BD. CEILING GYP. BD x. ,: TILE START )•: 9: CEILING GYP. 80. '; wAU L ATTACH W/ (4) /10 SCREWS .i • 12" O.C. OT BASE PER F m," scwouLE R e® v I r) 4 �� 16 CLG. FRAMING 0 ACCESS DR. 17 WALL BEARING DETAIL 1 $ JST. CONN. C� ENTRY 19 LATERAL BRACING DETAIL 20 BAKEI,,Y ELEVATION I " " 3/4" 1'-0" D125-01 " ' 0125-D2 3 = 1 _� 5- .-- 3 1,-O DtitS-D4 1/4^ - 1'-0 0125 ft ' NOSE: ALL DOORS AM I OPENINGS ARE TO 3E BORDE"n, EXTEND Hf n TWNG TO 2" ABOVE (TILING, pYP. AND TRIMMEp "TH CTS BULLNOQE TILES AS'REOUIREA, �. , EXTEND SHEATHINca To 2" ABChIE CE(LAIG• TIIP. , ,. IMDY RE Y�. ;, kETI_1RM t OPE?! r H Lr• awe .1'S` 1. � ti•:.. � .y•= ra - e , _-"�c RI . TILE START sr y POINT, ASE PER OT BASE "I START OT BASE PER 111E 5TAIAT TILE START +-�1 6A£'r, PEh :.., T1l E r' MALL .�_ POINT. MMS FOINIS'F9 SCHEI`Uli FINISH LE POINT, THIS FINISH SCNfd.ILE POINT, TENS POINT, THIS FINf'61 SC#tEDULE' �dWT.' ';, > a� AD ► + � :.:. WALL WALL WALL WAJ y ` TILE START Pothr•jT1i1s SI S(Z/fiJI11JLE - - E jLyA&]ION PONT, 1tN5 0T blt Adi FNdI I „ CTT sw 1 kIn A1':•0 CT3 -- SERE 949P A11':0 .........•s ' CT4 - SEE SHEET M2.0 NOTE: ALL ID �MlD'. ARE 1T1 8E 9QItF1lE 21 ►I{! )Y C a swu -At 2A .`, AM TM o eIULUM> t TILES y N 23 SERV. MEQ ELEVATIONS �1 AS � .. V/� 31 1✓T'� � t :" cn SEE SIiE[r Al R-o1 /�' r a M� •S N �r } - r � 3 %,i � }: r• � iu�eb•ssss.■.�ww -:••s••�••,r■■�-�s���s��.�■■ss.rr �• +• 3% , • 1 V, y'. �, - 1/4 Jtr / �. y . n • j 'r r y r , �- '' yV'• , •' �' +i ,! 1 S� 1 Dt it- 1.�' •• Y q �. .'ft ,a."%, .r y. .1 �+�'A^ "�.,• +, M1!. ��•.. , '.} ` f.� •'r. s .y '!' _ M• .�111w i M _ 7 e'� ,`'Sr .1 1.•Y.•W5 t 't+ 4)« y. -. I �� �, 4001 711 Ic i2 a F jj I , IIII� !f I►1?ilIIIIIliil Illfllllillllll VIII! IIIIIIiI I.III • !1!111 Iliilllllllllll IIIIIII�IIIIIII Illllllilllllli Illlliiilllilll Iiiililtllllllll1111111I1111111 (111111 I I �L ° � -� 111111 1111111 ILII II illlllllll WWII! IfV N • , ; ttl t ua ► tnll�Ilunbthtidnult'f�nttNlRltntb�„„ , " � � ' - ..,. 1 � iOni�nlllll��uttlt t ttdu t tnliTit uol ndt�ttn6 t uuh I uuhu t I mlll nohiTilnnll �nd�,R _Y.:el .,.r.r+.o....,....�....•..-.....,..,. _.. ._ ,. .., .. r '\.. �. +MYt»• . ,. � -+'nwwa;.w..,_ i _•1 �•MLL.r ' -..�nrw.:..e.•..«....«uw.�«».•....sow,ar.....s..`7i-.'w:•........ ..�,,,. .n.+�.,..w.,.. .,�,...' K , *. - N •` ° M' ; ' •t �.f. 4 t �'ti ,., r if ray x , <• '..- +- 'Tie .� o �• '� a t '� ,��y � f�a i idj'- .�, l.,r- t' ` . t .,,� ,. _ w � r' ^",y'I. ��'1•f _ �- i 'r i '�T�,' Y ':'K"'Qi7,.'!�"'' � t , • ar „ {} I` 7t OWN .s. .N . '7,. 114 e" •`Y J, - "{' >": p,; , /M R iT •''+3F. 'y;, .!': j' ::•"'" +"* i `Y > 09 KNOW POOT*06 AND WALL6. ('4:•!400 FW AT 36 DAY&, MA Xr ki GUS",$- Pq.NS on OIC 6WL.D04 CMAL M11i11 ADITICJH AS 4-VI DEp 6Y MINJS 1'. ��` �� � � �� l 141TN TA LL IDN RB' '!r r' SLAW!, r'G•4^W P61 AT 20 D AY'8i i'011 r MAJ.L 00 AY1Ji a =t i•IA�tU'1i1 SLUMP 3 PL LJ6 CTR 1'grJS 1. FrJI>XMor �,1�d" *4 tiQf�l1MIILTI!#i �.1, R 1N�'tit'1 IIiNmINEAiI� . DE WIA,6 SASilG ON THE !*RSitH ARID t7lP1.JEGTION CRITERIA OF Ti* frSSl SLEEV11:e, arfwwae. Gc7NID1uT, ARID OTI4EIRppED STEINS NOT 8r4 ON SMI PR"6iUA,L� �Wb BY ?a {MED•WII�C?iA"1 BUILDNv C 1M. IN ADDITION TO THE DEAD LOADS, TWE FOLLCWW, TWE eTIRIJCTURAL DRAiWANU 144ALL BE APMiAOV W BY THE STP1JCTUPAL Awlb CaU1jJ.)PLlCAt1ON le Sults 11TIY4/E A t 'T LOADS iLt&10E U61gD FOR DEelOid WITS LIVE LD.AD6 RrDUCED FrR uDc:: 04IPIEER 0110'01 POLVJNG. CAIPUITiS 0.04DOW M 61•A,Aie 6HALL NOT EE �ib F4/IPS T1Gr! I LARRSEN T6MN OPE Twww OF THE TWICICNpN 49P TMg 611-40 AND SHALL NOT 1'E �t ROOF; 26 FW , 6NCAU DIMPT A.9 6WOuN ON DZSKw4 C)MAWINra6. SPADED CLOSER THAN TWF DIAI ETE1?d ON CANTER PRC7VIDE 3/4' CEIAi'"RS ON ALL E1r poor) GONcosTE mora G WLEs6 Norm orwEli AAM. f C§ h1lTAL, STW6 614ALL IRK CP TWX e1M AND TYPE AS eM4%.%ON A,L.L,OYLArJL.E BCrL AIEARINCi PRE6SLJiE, 2+040 PGF iF 6TRUGTUIRAL FILL 16 U6EL.) M1tACJM�e. Ti SC METAL STUDS SIiALL K MAh1J1'AGTU�LD 16"r A► I -OR- 104 KJP6 FOR 1' VD• J-bb 6TIIJEL PILE DRJVIEN To 15EDMOCK(FEET 601L6 r TRS LIII AL STUB ME A L 6TU1�Im ANOCdATM©N fl I TLA). REPORT dN , INC. DATED: A" 0,204x0 ANC.) ADDENDUM DATED RE�STEEL SHALL CONFORM TO ASTM Aids,Cs11tAok 60 AND ++C.Nt ' AUGUST 22, 20M) DEFORII@D B►AA6, UNLSSIS OTHEiR,U16E NOTED. IQEWt,JIRC114G 61M TO BE NPisp~ Pe1 FOR 14 " AND S &.ok 41tob WELDED bWAL.L C.O►:FORM TO ASTM r,106. WELDED "RE FABRIC To CON•CrW, FiIJISA 0 Pel FOR S 4A. A,0 20 talo. 6TUD6, r' e 6EIIk11C: 14INE 3, R • 1D (6,DIL PROFILE: TYPE 6e-PILES OR 6ay-6TRUGTURAI- FILL) t0 ASTM Ail AND Al". ,�► WIND: IPAtlTt♦VY�cy CV G�M�ON"rB SMALL C* WITH +S 6t.1.110 LyMIGLLIP44 6C;,-AW LJA.EbO00 PIPI•t E7Ki4i7SLNRt p REIiJ4t71RCING STEEL bHA1.L BE DETAILED IN ACC{.)R(>A1rC� WITW AG !Id- NOTA OTI•IA W66 ON THE D*Ayv*A* . T►.E STkV6 EKALL eA SIATUD PI MILT LATEST EDITION ('DETAILJ3 AND DETAILING CONCRETE REiF I'r')• N DOTW Ti4A TOP Ab,n 9C2TTOM TRACK,& CBYPSi I WALL lSOARp OR I.LyU OD THE C•ONTRA►.tOiR b►►ALL RIELD VERIFY ALL HxIbTIVG C,G7NVIT10N'J, SMALL eC APPLIED TO EA,CA4 FAC$ OF STUD APV PAA!MNIP WITH DRYWALL IRMFOF W3 STEEL 64.%LL WAYS PROTECTION A6 FOLLOWS, SCrIRWS AT A MkXl1 1J1 OF 12' OIC. jMLE66 I4<9rW O?MMUAfE. PP'1ENek" AND ELEVATION& THE CZINTRACTOR 6 ALL NOTIFY THE AP C4.41TECT/"46V4EER 0P ANY D16C4WPANC-1E6 FiIIOi'1 CONDRTk7Ne 640WN ON f�YtiT1aN: f 9 ,1�r 1 C�V>FR. TWE DiRi4LWP13e PRIOR TO THE 87ARf OF THE WORK SAWN LL�HMM DH64" A BASED ON THE NATIONAL DE64H SftCWICAT oK GONC•RE'I'R: CA6T AGu446T AND PERMANENTLY EXP08ED L.ATRAT EDITION. 6AAN LUMBER SMALL CX*01Olr1 TO tlJl!4T COAST L.IJ"1SM a 1ErTto1leNrr CLJNDITILti!!, TO EARTH . M,ditCTION BURE.ALI OR 496TEi 4 WOOD PA=UCTS ASSOCIATION dR,ApWA , T44E C A NTRACTOR&MALL BE NE6P'C)N6199LE AOR STRUCnARAL. ISTASILI" OF T►•IE E6. ALL LLJ'SER NOT SF'QC:IFICAL LY NOTED TO Dy. '3 OR lETTER ALL NEW AND EXISTING 6TRUCtUW6 AND WAL.L6 DURfNG CONbTftCTIOM• TWE 000,C"-IRETE EXPOSED TO EARTH AND WEATHER :i' IIiC90O M l�Ei�IhA1tSS1T' CONTACT WITH CO/lICNOTEMYV OR MASONRY SHALL AA PML6SIiIIR UNDEIGTFWCTWE 6I`IouN O THE TIoNlONL HAS EIIlEN DESIGIep FOR STABILITY Plow TH►AOtJrt4 NO.tO t'lAR6 2' THAM UN.Aee AN APPWVED BApWAR 16 P110MDtD. ppAjo,G ACtlM6WRIES t UNDER THE FINAL GOPFKANRATION ONLY. NOD !:SAA UJ31 OR 6)31 WIRE AND SMALLER f Irl" AMD 6Tft)CTURAL PA6M446 644ALL• dE MANINACnOWD ©Y l6pv' SON T l A6.l3i CONCRETE NOT EXPOSED TO WEATHER OR 1N GON7t. :7 WITW EA►RT:4, STIROWA-TIE COMPANY AOR ILe1U*MM APPROVED gQ AL)AND (:f 1'H! 6jXE AND i r� TYPE SHOWN ONTHE DRAWING#. IWI!RS NOT 6Ek21L►1 SHAe'..L 9E 61MF6ON bI40P ORAWIRdG�b SHALL DE bi.11yt'"iITTED TO TH1: NRGNITEG!'iENGifMEER PRIOR TO SLABS, WALLS, Aro JOISTS: DdO.14 AND n1c�.)e BARE 1 !r1' btl OP 4lIZE iREC�C7t'R"E'tmEO ROIR R ALL FRAMING,NAtLB SHALL BE 1NCL.UDIlYs THE FOLLCs, FA&IRICATION AND 00POTIRiJCTION lREGARDIN 1 ALL 6TRLJCTURAL ITEM6, NO.11 IMAR6 AkO SMALLER 3./4' COt'R IL K7N NAS. NO 50)K NAILS ALLOWED. GOLU BEAt"i6 AND NFOR N6. PLYWDOD PANELS 6►TALL CGMCOR1 TO TLE fa(;1t1E°MENTe OF '�k& NST EMBEDDED MIX EL ITEM• .d7NCRETE ANU ► EL, AND STEEL P016T a 001ST. PRIMARY REINlYMCEMENT, TIES, b711RIRf1PS STANDALIRD Pe 1 FOR C`:ONSTI II,4,r N AND IND ISTMAL PL.yWOOp' OR APA • 4t EMBEDDED STEEL ITEMS, 13T1iJICTUlRAL STEEL, ARID bT1'EL JOIt3T .)OIST GiRE+ER6. AND SPIRALS I V2' PR1M�-1qeTAPDd11DS. LW,t'dS NOTED,PANEL! SMALL 8E APA CONGREtE AC.CE6lo1olE0, RATED SI*ATWNeA I;s)~1'OSL�1 I,OF 11it TWIC4Q�JEbb ANG SPAN RATIJ(3 SHOWNF TWE SWOP DRAWIPIiils DW-ER OR ADD TO THE DEBKsN OF THE NELSON HEADED UELI? 611JDb SHALL DE AUTOMAtIGA•_,LY ILELDE'D WITW THE; ON TME DRMWING& FL'IUV= POTALL,ATION 6WAL♦L.10 M CO FORRMAN= l '10STRUCTURAL DRAiLIPIQrb, THEY 8F4ALL 0E CLEARLY IDENTIFIED. ANY CHANc 9 MAKFACTUPIIERR'S 6TANDARD EC3UIPMENT IN 6TRICT ACCORDANCE WITH WITW ,CPA REC(X'1"p7ATlONS. �I.LCJiLI Vol ePACIPI4 AT PANELS I1PDe APE? � R AR THE eTTM*SNRAI. -ANr,, WA6ARE SMALL Lm-.- SUBMITTED TO THE THEIR IMCC>f"1`1E9V}JATIC7N4fi W496. uNLE" OTI.4ERILISw D BY T►e PANEL MAKFAC'IIJiRRIt ' ARICWITEGrlEPk3INEER ANfi ARE SIJ9.lECT TO REVIEW AND ACCEPTANCE OF THE I"I ENGINEEIR \WWI CONCRETE EX'PAN00N ,NC:HOM STALL BE HILTI KLU11:-BOLT II. OR ENGINEER ALL SUB-FLooiRMdfJ SNAIL f08 INbTALL,ED WITW PAC.A DRAM 1"[RN'ENDIC.IiL.AR AI'!"IRPvlD EC tIV"ALENT.DRA DESTO areoRTe. nxcpwr AS MN C,ATED ON T►45 D%Qonae. "AM UbALL IGN DRAA;iNCbS, eMC7f` IUINCae, AND CALr,.ULATI�atlb FOR THE DESIGN N.00KXD WIT'►! 2X FRAMING AT ALL PANEL Z004 �ATWIMS ♦aeALL IN Z004& � Y AND FADRIGAt1ON OF IT" TWAT AM2 pEbW&D ELY OTHd'R6, OCL.UDING: STEEL JOISTS AND JOIST GIRDERS,WN00W! WALL AND ALL OTHER GLAZING MAILNa NO? 6P -PIC:A.LY iDENTIFIED ON TMI i?RAYINC%6 TO CGt#OR1 WITW CONGIMTtt M,AeC*W UNITE, ASTM CSO, 7YPE1,GRADE N, TYPE i, M" 1"• i MC TABLE 2L-1'.•�-I. !3 P0416TE 6WALL WE ST THE SEAL ACI , AND LIRE OF ftIM UCTED T ENbINEJeR MNIMIJ'9 COr'iPRESS v ATRE'N11TR MEDIUM OR LIGHT WEIGHT LANIT6. R1EG16TE/>k!D LPI THE STATE OF C71REC101V, AND SILALL BE btJBMITTR:D TO THE Ae6l:MEIilE6 SHALL WAVE A MIN"JM COMPRE56heE 6TZWffNGTN OF F* . iD" 5 t AIRG41TECTRD444MM PRiOR TO FABRICATION, DE61ON 454ALL BE BASED ON Pel Ab VERIFIED tY PRIPM TESTS BEFORE AND DUR*rp CONSTRUCTION �7!)R FbI4Al.L GOI�M�4ATE 11Qi6MIG RIII6T1ltAMTe CJP EI.EGTRi I two REf:ILJNR�'�tr6 OF THE I"'i EIEC. ��,i� C:AL � I CUNG�i$ MA604MY WALLS SW ILL BE REINFORCED, 46 SWO04 ON TWE PLANS r�C 1EF4T, i-4EC,.1 AIGJIL.,PLUMBINo,FIR! 6PR1Ne1lJ(T,l;f-L4r_wR,ERY, AND AND DETAIL6, AND IF NOT SHOWN, SMALL. BE AS NDTED UNDER `MASC INJW A 660-cIATED pwg4O►WITH THE STRLK:TUPW. ANY C400MCTIONS TO OTREJCTiJpr IRlIN°OIRG!Nb STEEL'. NOT CON C*iMff4d TO 6141T METAL. AND AIR CO DIT000 CXNTRACTOM ' - PROTECT INC04"fR.ETE WOW FROM FLOQDIPS pURJNrs bTOlYM3 OI+: OTHER NATIONAL ASSOCiATIC N 0MAC,NA; OR 6F"Et:IF1CAL.LY DETAILED OV TWE CAU6E6, TMOROUGkLY BR_44E OR OTWENUISE PROTECT ALL 6TKJCT1JREb NOT IP4SPLC1'ION, NON-CrONTY4J0U8, 6F'EC;iAL WW�2CT1ON 16 RE"MMED. 11RC0LdNIC_41 P.N4011MEIRi'6 DiRAWRJGb, SWALd. BE DEe►6IgG 16•r AN !14Ct11 q STABLE AdAM6T UPLFT DURING CCNN6TRJCTIO1k TAKE ALL NECE66ARY MORTAR AND GROUT, 1�LSTEIEEC7 11 IN 6TAT1! t?P WJA6NMGTON, AND eWALL TIE t r AN;tTED TO ^� PiRCAUTION6 TO PREVENT D16TURBANCE mP AND TO PROPERLY DRAM THE MORTAR MIX, A6TM C210, TYPE 8, IN ACC'rCAWANC:E WITH LILAC TABLE NO, 21-D, 01110 ITEWID IN SNEER 110 TE C TO FASRIG.N, A AREAS UPC1N 11441CW CONCRETE 16 `0 Ve 1°11AMD. DO NOT ALLOW WATER TO PSI a M." . AC.0 IMILATE M A)(CAV'ATI". REM01vRi WATER TO PREVENT 60FTE'NING OF PSI. MORTAR BELOW GRADE SHALL BE T`NE M. THE LASE FOLMATIO146. CONVILY WATER R1F'KrvVD FROM THE EXCAVATIONS MORTAR MATERIALS, PORTLAND CEMIREAI ASM Coo, rrM 1. CIAL PECTtGih4e, W. ACCORDANCE WITH 6Et:TlOr! 111®1 CXl TI4E UNI}1pRRFq AND RAINWATER TO TEMPORARY DRAIdArsE D1TC1$6 OR OTHER STRUCTURES MORTAR AC"MGATEs NATURAL COLOR AbTM C144 u' 1 0111L O NG CODE r Ai�7 AI"'PLICA6LE 6AGT101'b OF Tt•E PAOLNECT SPACES tCAT1:7N16. OUTSIDE TWE ERATION6 WILL LIMOS FOR MSIR '. NW CT ENSURE TWAT THE bAHLCr, A8M .:{44 SPECIAL 0440ECTiON6 ATTR TO BE PROVOMi"ED B:Y AN lIsCa"NDLNT TESTp�a ` WATERING OR°ERATIONb WILL 1JOT ADv1fICSEL: EFFECT FOUNDATIONS. ORMJT AGGREGATE. A6TM Ci44 LABORATORY EMPL^OYEC► BY TWE 04MM WOO TWE POLLOWINb AREAS OP MAINTAIN THE EXCAVATION PREE MOM !•ROUND WATER FOR THE TIME 40WOUT: r'c.2~ P61 MINIMUM AT 26 DAPS. ALL CEL L6 C40NTAINN4 VERTICAL RE6IUIRED TO COMPI.ETIE THE u)ORK N A F!%0MR WOWAC 14NLKJ MANNER SARIS AND ALL BOND BEAMS 644ALL BE FILLED WITH GROUT. I!11940VE LOOSE OR D16TUPMD 6OiL F'RCJ11 THE BOTTOMS OF EXCAVATION. HYDRATED LIMN, ASTM C:2p1, TYPE • AL SOiLb CC)P1PA.GTIOi•L ALL SOIL L3EARlNCi Sl/iFACES S►4.IiL,L ®!! R CT�'p OY ' FOOTING 6 TO BEAR ON UROATURDED NATIVE SOIL OR STRUCTURAL FILL IN NEW-ORR>CIN.'s STEEL LAP SPLICES, 48154M DIAMETERS UNLE68 NOTED TiE, 601Le ENGINEER ALL TO EARL is O PLACIv'P1AttT- '~ ACCORDANCE WITW T14S SOiLS REPORT. OTI#iitWldE. B. P4STALLATION 019 PILES. WHERE Cj_-PMPACTED AREAS ARE GISTURBFJ BY C0N6TfhWbCTION OPOERATIONS MASQNIR♦Y iR£IPFORR._m a c�j t OR ADVERSE 1LEATWEIR, OVER EXCAVATE AND DACKI•ILL PER THE bOiLS IMPORT. M1ft4ORCR4G SHALL CONFOiRM TO UW-- SECTION 2102.2.10. DEFORMED dAR6 Q GCPIGRETE, INCLUDING CY•LIW DOEM TESTS, SLUMP TESTING, AND REINFOQr_W4G. �• SMALL BE GRADE 60, AND SMALL SECURELY PLACED IN sLCCrORDANCE WITH I LSC SECTION 2w4b. UNLE66 OTWFPWW NOTED ON TLAR PLANES, T1-IE MINIi-UM D.EPDXY AND EXPANSION ANC1•+0R PLACEMINIT. } STEEL Pq_ 8 &HALL 0E 'I' O-C OR LARMIR PILE 6EC:TION END SHALL CONF00;Z"1 WALL REINFORCEMENT SHALL BE AS FOLLOWSi TO API CA6WA 6PEC. !ACT.. OR SIMILAR TYPE PILE CAPABLE OF DEVELoPINCy A D{ !.STEEL MAt°SRIC..ATION AND ERECTION.ERECTION. •"«°012!64#4LOAD OP SO ?ONS NA(--". PILES 6414:.L BE DRIVEN TO At SPECIFIED W ;JM DATED SOILS ►PORT. ' � t�l47RT►4e4RTd INC. DATED: JUNE I2, 20P10 AND ADDEWCftZONTA,L BARS(IN BOND BEAM6) P.PRM0 WELDING. � h4DtJ1 Al1JQr{J6T 22,, 10LDp. ,„d I TGIC►, -,�I�a� VEIRTICAi-1�,t11B! TWS PILES 640JLD BE DRIVEN WITH THE ECAJIPMRISIT RECOMMENDED IN THE e' f# • 24' 0/C 46' O/C AINCIA& SOILS IRJEPORT APIA SOILS iMF'OI4'T ADDIENDW`t. AT LEAST 10% OF THE PILES eTR{JGTU*A.L OSOERVATIONS BY TWL1 A 4MaER OF RECt7MlD OR AN APPOINTED i BMOILLD 17E PROOF TESTED TO 20QM ON EWE DESIGN LOAD FOR VERTICAL BOND REAMS WITi4 TW[7 ''3 L°JARB WOiRIZflNTALLY 9♦•IALL BE R°t�VIUED AT ALL �PRESF•NTATIVE SWALL BE REdJ�D AT TW. FOLLOWIPIB TiI'1 M DWtM `{ OP THE 0E6$a" S..C7AD FOR VERTICAL. BEARING CAPACIS'Y T►� t WITHTM TWO 03 !'TARSHORIZONTALLY LINES AND ,4VVYE AND BELOW ALL OPEN..UB6, AND ND AM CONSTRUCTfOk, OF OFMINEXTEND THESE BAR& 2'-6' MINPIIM PAST THE OPL'3NNa PAoV1DH TWO'S BAR AFTER THE !ROOF "ATHMG AND ROOF eT'RIAPPMa1 HAS 0M pWALE„Ep. c a 1X DES PREPARE DES143N M14.6 FOIL E.ACN TYPE OF CONCRETE- FOR THE FULL HEWn OF THE WALL i* ,ST EACW 81011: G 6,WA).L ENp6, PRIOR TO GO1/ERN6 W,TI4 ANY 1'fATll'.l1tlAL.S. PISOP,aIlT►17N M!XIIS BY EITHER LABORATORY TRIAL BATCH OR FIE-10 AND !NTE:RSECTIONS. UNLLE66 OTWEiWSE NOTEDPIW"CM COiIDWER BARS TO EXPI?'RfE1JC>e MLITHOPS,UbMG MATERIALS TO FSE E1`IPI nYED ON TI.W WORK MATCH THE HORIZONTAL WALL REHWftCING AT WALL '1YTEfYdECTI&*. LAPP ALL TWE CONTiRACTOR SMALL NOT!'Y TIM INOW MR(4)110011,111%DAY*PRIOR TO TWE t FOR FAC44 C.LA66 OF C4NC4WTE W2=1NED. KJRNI614 G. 'TTIMED REPORTS OF SAM AT SPLIC26 46 DIAMETERS, WITH A MINIMSJI LAP OP IS' EXCEPT A6 NOTED. CCMKBT10N PONT RlOARM SITE ONIIRVATI10k RAC44 PROPOSES? MiX FORE EACw TYPE a wok _C OF tNrc ,'JECTION. THE CGNTRACTOR 64ALL SUBMIT CONCRETE MIX pESKaNS, ALONG WITH TEST DATA AS rW-G1JIftV, A P+INP•RI"i of PRIOR WEEKS PRIOTO R'PLACNO CONCRETE. ALL 8�TRLICTURAL- 6WL• A6TM A612.GWADE !SO 07-j .50 P61) A ALL MISC„ELLAPECUS STEEL, ASTM AS& (FY•3&0" "I) UNLE66 NOTED � ADMIXiIM6! AIR ENTRAINING AC'r W IN ACCORDANCE WITH ASTMS 0260 A,4D OTHERWISE W WATER- REDUCING ADMIXTURE CONFORMING TO AbT-1 4S4, USED IN 61RICT TS.COLUMN, ASTM AWS,GRAPE 'B' ( ■4&A141D PSI). ACCORDAW-113 WITW THE MAM PACT1,pMR8' RSCOMIENDATION6,MAY BE ALL BOLTS, ,46TH A92S bC LNL E6e PIDTSp OT►ER41A6E• PICORR!*ORATED IN CC71VCS1lETlE OPlSICPN Mi 6. AN ALR-I!!NTlRAININCa A6%NM UtLDINb, PER AWS STANDARDS. 51pXX ELECTIROp9 AND BY C4RTIFIED COPFORMNG TO A6TM CJ6V SMALL BE j6ED IN CONCRETE MIXEb FOR U/LDEIR. EXTERIOR HORIZCNTaL SLM�•4CL6 EXPOSED TO IGEATHER THE AMOLNt OF ALL 6TREL TO HAVE SWOP COAT. ` t(, ENTRAINED AIR *MALL SE 5% - 1% BY VOLUi'E. R7 ASM CONTENT NOT ALL EXPOSED STEEL OELOW FINISH WADE TO BE COATED WITW ASPHALTIC TO EXCLE= B� OF TOTAL CV-V NTITIOLJ6 COPS'i'DdT By WEKaWT, PAINT MOR R TO MAOCKILLING. e, CONCRETE WIORIC SMALL COPrOR1 TO ACI JrN• CONCRETE eTRENGTUA SMALL BE VEWIRD BY STANDARD 20-DAY CYLINDER TE6T6 PER A67M c,'yaS, AND SHALL BE AS FOLLOWS, dP'iP60N 'I•Ipi`,A' 1W(2)2*& PCMT 17 ..�...a I •... wpANL 'v' r __ _ • 66,` �irT..4 _ ST!?ICTURAL SWEET INDEX • , Q (2)04 • 46' HORIZ. l2 3 04 cDNA i. CTION T NO. bI41E['(TITLE y + '`. •�" ,• - .. 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I _ - - ; L c� ii 1== n •IP n)4 =W, oo r 7)4 CONT. -a 1 E - - AT TaF—. 4 . lr DOWELS uv SONE PLAN I To M`c+v�` 6oL�YrM - •FL�• ob PBM?I�EEa w,r'� '•I*� C�:�..• IF h' s' W- *L EXIST.TA4.L O $I ,gy p V :` 0 ELAp l' CCW- Ur AD 1 _- (1)-I b:•:ro , � eEY4WT EEL.Or7 pltADl1 O ACR-4 T Ur ADrisl» A VERTICAL 0 ' CWC WAIL uv •r - rE T OW to 11ATCM 4 ♦ I' CWC EA.WAr oo• o f FILL 4 D94Qe ur.REPf) 4 TWO • E' on vim. A i — n'�,fit +" lAP REAM.7A- -- 1• CGMC.YwLL uv !'•1'.E'-e' �"ST. 4 • o• oc NOIML, coNc. SAM b At PAyMd y� Cl pic,OA,IM 4' • 4• eEt I==E POI[ fe)^ VERTICAL (E)9 •TOP [ VERIFY W/,MCN MAr om@M ON 01RAtRl _ VERr.I /1YJIECNG DOA" TO y TERIPUT[ V[Rr.REM. _ 7, CLR .- -______ - "Ata/ Vm_I"". __ .; N POOTMO IW 0110. _ 4 —�}1r.- 3 Ar -��--••--�r--���� \ AL1EWid7tAq 11q•1( 1 7 0. DOYNL/ 1 �ALMFMV --{ '( �- VERI1'I I . . ,. I • • I°' OT n� ♦• � ��f'il� .yo- Ir �M l:. h f 4'.r •► •. 1' -- I __" • I, •'. 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W,C►LL 9 r-&• / w CONC. PTC., GEE PLAN 01° / �. dRAOK' 0Ek•C �'�xts' N". • 46 O/C G!E fwL AN . �• a - • • / /1. FILE& few $DE FLAN "4a-AM 0)$THOS AT _ ►"1-AI+ TOP CF C' AAL1 - !' .R - 3. cll! 21_Ir 044,•0.DOW" We E• vim wo EXIT. POOT'Ma►• 04TAL L IW I SECTION , . '�, CTION 3 SEDT ION 4 SECTION "a SEDT!ON IN P'iwr"scT�imn�JWM '�''� $GALE. h' • r.�• ' �cAL.oEa �,' . r.0' GCALEr 1' . r-o• w�» SC.�LE. y. • I,� WO-14 14 #4 POARLO TO MATGN VERT. POW. EXIGT. G40G. I I TO COLUMN C J WALL i dfE PLAN - 04 CARS w 12' OIC (2 OP I _� - EA. WAY IN 6' rNICK CONC. WALL � EXIGT.CONC. i r GLAD I I c c. GL.AA. COWL OLAO PLA J LAP Y-6' M4 4 4 E' WALL 161/ f1V(. r d`5 1�'vl i b101tlx N�RT. r, --S c;Oft, (E) N@YJ d711c. INR,LL TOTAL 12 i o/C rpm 6 M6. EXO r 43 EA'4001M4 4' ° •-4 4 a i • II' GOMc. 4 ,A& TlIIIMAT/ +IfsR'T. REs1ls. ;; Y ---a•,,� .. 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WE PL AN I,;nw +.i a ,n - ► n t, _--NEW TO &x*xli< +T0ZCa4aEsAC$(, Mr EA6 61of of NEW or'INONe , y �� • (Igo - 6' MAX. a EXIGT.C.ONC"OLw4LL " - �•as L 3x3x4x0'-3' • 48' O/c ti,4 ril« tOPI/c I` STA13Ditll3' W/ D WE�1� p _ PO4.AoeLE blo WILT) b PAS M I• A TIES EXIST.C"J WALL ExP. � � II1' iL7r' s'-' • 4. 4,I _-(6)65VERY$, COLI Q IN 1� I I }' r-adllu nw+Ll. G' • i •• _' _ lX19T. CON(--. WALL s�T NOR NEW cc01c. S-Ae, 4L 4 „ 4 • SEQ PLANEXIGT. C.C�1C. GLAD! • • • • •' • •• TO Gam, •. • � , AT TG i xi,1r,! t•}x9x,1'-O' . • (s)ti .__ 4' CLIC W/ )y'1x4' 19"l mc) T1'P„ r,• r," VrIE'T$ --.A_� GEQ ELEVATION MIO C.�NIC,W�1�,� 4. EW MI _ IV,AVID�Glvs E iSLOWGEE DE<'Ap11„ � BAN. EMBED EPDXY �W/141" T(?W1404 + ' E 4' GOWEL A 01 O/C INTO r�p GEED ° • EXIST.a:4ANC.WALL LAP " / '• E'�q$T.QOMIG•GLA!! SES •� PILE Pm CAP E ;ixl?xl' ._,__ - � 1'•t•' Mlhl G)/ SiAl� 11lL�tM.• • , , -O a' NEW OPENiNPLANWJ! (4)4!'hr4 NiLLIl. �c1�T.CQ�JG r t lLA 14 WALL 4 1'11e 1" CON! 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