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11477 SW PACIFIC HIGHWAY-1Mir R E v 16 1 0 N s fw. t v 1, v L-11 6 00* c4 -'M — 1-7+6c� P- L, 116- V4, VV-- 6 40 .'A. C 0 0 M IS ML- A w -r-- RL -5 — (3) L -Ac." )6L N\ 7" T7 7! \ ip c 0 ok X F.5 N I r-) FR A el t, f5 t'. 13T^I,,iF-9t P. r v-'. L- v Fl -k T .-4 DRAWING TITLE a 00 \ LA c— tj "A- VALVL";*p E VACUUM \y npy 7 pet Af, M Al L e5Q.K 95 95 10F Vt" - m t4�1, (o 0', 5 V� yct) 9 'oWff. -- -T'074\L AREA t 42. 842 4j ff-50uP.pAFAY T 0 F='C-) G "A F'O",7-ION OF Lo-T-� 14 2, 51—k- VI LLL F�J r -?G � E: c - 36 7 Imo, ff� - I \YV, \/v KA WA!�, 5 f-1 1 N (5 T 0 rJ C 0 U t-4 T Y CD F\\ f NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING, PROJECT rom: C0UI`,JTF:=?\f` 1, --ITC NJ AVE -- T DRAWN BY, CHECKED BY: DATE: 1. Z -114 JOB'---. _. _ I � I DRAWING OB- DRAWING I Jill 111111111 5 6 7 ib 0E 62 92 12 92 S2 *2 e2 22 1 z 02 sI vi LI 91 sl t, I EI 71 II 01 1. 9 9 9 E 2 1 Of I I I if Ill I I I Ill if I I I Ill I Ill fill If I I I I fill) I 111111111 11111 flombild 11 1 imi6babi I I hu&oi i A Ill I I'l 111111 ImAtIbAll I I III I I I I I III I 11111111holl? wil"161diulbullullimlim 1111111ill III I I a" 111, whiahm6dium 1vol imlitulml - AY .,- 14 91990 & 'jim, 77 m T RECEIVED i�j I JAN ') 7 19-5 CITY OF TIGARD I f:::,\ F� 10 AT I C-) �l F:::L 41, N 5s<r—z7c" MY (5 F`K E 5 H Z�- ORE ---(7301J MARTIN ENGINEERING CIVIL ENGINEERS LAND PLANNERS 4621 5. W. KELLY AVENUE 222-183? 4 COMPANY 0 LAND SURVFYORS PORTLAND, OREGON Q7201 Lj D �!c 1`'` °\ .4 4P k Vol �i NOTE'-- LJ ul C')ti1 �F2n�b t It9C., yYAti11"E3l. PLO04'Tt M. P vP� --•-- -_. +;vel- .�'�' ��. � �0 c"°, h� qok, ti _ G Q �VJ1vF X41 doo V�4 apPPCY empty ` 1 1 7. ILL 16, 3 '� J�,P �J�` �1 (� a. �.��sd • Ml�"�� `,cwt — k • PAItKIN6 l IGNTIr`10 ZL_ IL 0 _ - _. -- 6) �Cj" v �Q p' SJ r n <�7 �e I C) � I 1 __-- �� `�,'(P 'r. ` lajl ��,, %�J� ter.• ��`��• V � 3 / U:i��:/ (3l ` I .�, C tk ,rt - rPat mc)vr-- �1 T,rp K-1 .Ijj' PnrcKlu�`E 'Crt3►�TiN'c� F��c.. A 42- 0.If-.- �4 . aE' %.'bC7 Sv vG\. pa J Z0 (qvPrye ,a O t0 = ; All --'rte, dt IV �;�� - � •� -� / �•�: �� .% r✓ �y�` o' (��!"°,�R,s �� r1.1 Q�''� �� J.., � �✓ ,r+5 � 1 � q� � _ I r i � `7 .,.Pi' _�L�` •t �` � :L.s'� _Q� ' ';✓ 4_`. � L•J ., `I�4,� �• P'•I•. � �p ��O i t-4 0 twk-T' H Olt,�h pcaZ �,,, ,N. 219': -9 �� ;.. ��l�f ,��r�D� ��• 'oe� ' _ t'�o 0, LL IVY Al L.pOXC9 ,4 -_. Ig.o• \0 rte' •S O� - ` , X3, �� . V�! T A�/ �� .� 3y k` 0 �. ,J o r t. 'i t ti , r ..> 0Z..•Ik 1� r �,p. F«w 0PI L. P. c - � a1 . __- ----» .___•__ —_ __ .. __- ---- � �''.�L-.•4• 351.3. REVISIONS DRAWING TITLE s � c I Z - o _ 1,1► r_.._ _ _- - - -- _ . E3 O U N [74 FAY f3 U m V t_Y C:. O lJ N T FAY - - TOF'00MArt-1 IG MAF' OF= F CDF\T L AN P PO P'�T 10 N OF L©T!> I Z, �L K. I, '` V I L L & F\ I (5 t. Vr/ F'A C I ff I C rl W Y � 6 , T 1 fes• I W.. , W M , � W GID -rH AV E. W45fl I NOTON COUNTY ORff-(50N T i r AR P CDF� nCON DRAWN 9Y: CHECKED DATE: 1 " Z57- 74 109: F' ", F- , DRAWING _14hI`t .I s' j t `v' ' ` /FA +0' • `''i► �11I1�►I111�+I111I111I111��11�11�I11�III�I+IIID+I+r+I+1Tj+rIILr+Ir1�I+I+1111��IiIn+ +I+I�II�IIII1IIIIIII1III+�+I11+L+1+I1�1�111I111I111II,III,III,III1I Jill �IIIIIIIIIIIII,III,III,III,IIIII. -r NOTE: IF THIS MICROFILMED ��..� y Z 3 4 5 G 7 8 0 io 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. = _ OE 6Z ®c'. LZ 8Z SZ ►7 EZ dZ IZ OZ 61 - ------ 91 LI 91 91 t,I EI ZI - --_-- ---- II 01 6 9 q b E i foots" �n1lnulnul11111nnluulnuln11111n111u111NIIlUI1h1I11NI11,IIINIIIIIII)III}E111�IIuIIIIILLW�1.1llIllIIII.1j, 61I1111I1111I1o161 liblollIII ILII IIIlllluhIidiio � '.---�'C-..'--.-I9- 1111TH+IWWmoluolIIWlll111111>!tll11�I1111i�U1111W11�IllIliIILIWIIIl"hI[I IIIIIIWIIII MAY14 1990 ----.,y�,y�.__ ...... �, _.._��-._ '^ r_- - '► .,�. .._.--.rxyfy�s...•.�y,,.•,.+Hr.rn.+wlr.- - --_-_.. _. .._. _ .....- -- - 'IAF. �t s ... , �- �, ...y,..... .,...........�... - .. ^^ k.- :-ra•c _.. iii..: . _........ .... - - � .+.•„yR4' '� '.'�!�'�'�''Riillxl.�r !' 4 wo-rt~', -.LL, WEAN YT'S 16", 18" U"Lf--" OTHr-PRWI-57M MCITMP RECEIVED JAN 2.l 1975 CITY OF TIGARD fLAM � r Fi o t A 5 NC MT C l -A 15u - t E3 C, E5 (23 pUNc 4-1\ E ��FCESt1 et�i, C—�R�GO"� f MARTIN ENGINEERING COMPANY CIVIL ENG INE�kS 0 [ANL) F(ANNFRS LAND 5Uk\'UE (()k`, ,4621 S W KELLY oVFN!JF FU�''IANU, OREGON 222-1839 9721 I 7S•�7IMII • k� CAL 5F, REVISIONS now4whe" vim F -5 -9E 1-- 1 `5 15 D N) ), 15TA, 1`0 f M4,,"i' ?r)T ,1.19- C:4- 7, K M- T � 42 F" P L A > 'pov 4v 4, -k- A., Q4> L/ '7 S. WJC- I f o L J L rot vy� t4 L '� h / �/ f �.� r ZZ--- % 'T eX v ft - 16 A 1 4 C^ -.w,. �• t�_a.uc:_ c:.1....pC„d „�K,-,. _a �_L'' -- -- ._._,-. ._ ._,....y � ,l �/ �l .S Pi %9 py-71 I,W,,P. Ar % - —ka IV7 ------ --- - V 4�� ol, 01 SPL 9 I .07 -AL E-. A 38 41 th 3� �OT t- 7 r-) KA Fk.KSN- I I< P-- I N f'c,we rk Fb LIM F -,.Lr -v, 351.36 ------ ----- DRAWING TITLE PROJECT DRAWN BY- DRAWING P/), f:::\Y LJ Fl, V ff,. Y COU Ni" FKY V, I TC t-1 ff- t -,j T 0 Fc) G F� A r t -A I (: K/l 4\ F--.:;, 0 F F-7 0 F;?\ CH2CKED BY: FC) MT 10 t-1 n- F= Lo -T--.!5 e, BL. k' V I t L A F� I I.? C -i -1 w y f) - vv. "Ac ( f� I c t DATE: I Z 74-, 3 T If-) f� I VV V\v/ \j\/ (39 r,4 /\V E'. a 1,-- 20 ' i A i K I r::; -r O i,.- I rc)v e m/ '' v 11]2/ �5�gh �"je�;cw t D C) tl ice, mac, k1l VL SI -rc— L N- V-A MARTIN ENGINEEill'ING COMPANY CIVIL FNGINEERS • LAND PLA,"-ANERS) LAND SURVEYORS 4621 S. W. NiELLY AVENUE PORTLAND, OREGON 222 - 1839 97201 M a -Amwmrw- - -iftb EZI 0 W NOTE : IF THIS MICROFILMED 2 3 4 5 6 7 8 9 10 11 112 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. b2 C2 zz 12 02 61 91 LI 91 SI 117! El 71 1 01 6 0 1 9 s 1 11111119111111111111111111111 11111111111111 MAY 14 19190 rc)v e m/ '' v 11]2/ �5�gh �"je�;cw t D C) tl ice, mac, k1l VL SI -rc— L N- V-A MARTIN ENGINEEill'ING COMPANY CIVIL FNGINEERS • LAND PLA,"-ANERS) LAND SURVEYORS 4621 S. W. NiELLY AVENUE PORTLAND, OREGON 222 - 1839 97201 M a -Amwmrw- - -iftb 11111111110 ampr amp 010p I 3A Ak r tt". 7. t� T 11*4 4�vl/ r_ �k OF- Olt_ _t4 7 .4 r -C Ma NAC) VC—. I S -T. r-7iiw. i \) M 'w . 1"11 (0 (pot V. -r no. 14L , 8 t 496 T— -r a- Job: d. 010p I 3A Ak r tt". 7. t� T 11*4 4�vl/ r_ �k OF- Olt_ _t4 7 .4 r -C Ma NAC) VC—. I S -T. r-7iiw. i \) M 'w . 1"11 (0 (pot V. -r no. 14L , 8 t 496 T— -r a- m I V I S 10 N DRAWIN* TITLE PROJECT DRAWN BY: DRAWING p E5 0 U tA U14 r \Y !f5 L) rI, "../ r:—Y r-com: COUhQTMY K I TC t-1 r- NJ 1147 T Oro AFS" C, MA F11 Or— POFK-FL/S.I AE? .—CHECKED BY: FOMT(Ot,4 or= LOTt, 2, t3i,;e- 1, " V I L L L RI 17_2(5 ff-- I Z 74 = ? . F�PNAW, W.NA-10 15 V\/ C:59`11 A -\/r---, L M NOTE. /`' LL -L,Ajo-r!5, 18 tp , i.t_5GEp n -r H M" W IF, r_, c.: T"f:- C,_, LANPf-?CA_ FL ff LUd_ ?-Mom 5w,.mTcr' e5,(, F .5 C) E5 C-). C) U N C A MARTIN ENG#NEERING ICOMPANY CIVIL ENGINEERS e LANVI PLANNERS • LAND SURVEYORS 4621 S. W. KELLY AVENUE PORTLANO, OREGON 222 - 1H39 97201 t ft - 7 (5 T 0 M (,_C.X.A,,4TY OFr_00t--' T I (_j 41 " P 0 Il', r:� 0 0 �_11 Job: .4dw 1111111 Jill Jill till 11111111 11111111011 NOTE IF THIS 'NJFILMED 2 —.3 4 5 6 1 Ir 9 Il0 11 12 DRAWING IS LESS ...EAR THAN 1 *7 THIS NOTICE 11 13 DUE TO THE QUALITi Or THE ORIGINAL DRAW I NG. OE 6Z 9Z LZ 9Z SZ Z C2 2? IZ 02 61 91 LI 91 91 t, I EI F I II 01 6 q L 9 G b c 2 1711,111" , MAY 14 �1990 NOTE. /`' LL -L,Ajo-r!5, 18 tp , i.t_5GEp n -r H M" W IF, r_, c.: T"f:- C,_, LANPf-?CA_ FL ff LUd_ ?-Mom 5w,.mTcr' e5,(, F .5 C) E5 C-). C) U N C A MARTIN ENG#NEERING ICOMPANY CIVIL ENGINEERS e LANVI PLANNERS • LAND SURVEYORS 4621 S. W. KELLY AVENUE PORTLANO, OREGON 222 - 1H39 97201 t ft - 7 i . S N 0T U_ L! t) fft N ca i r, I mr W. rK f-, n k,1 4 e, DI -5C.. I F- r- u 0- T C ;) e 4-f e� )rLFP- L w -r 4iE4.m r r5 3( lo 0 13 (60 O c-) c) 4 17+ IS A& 44 1114 "ALUAL- pt A o ro m,& -i i c Wk 0 40 _00 po 14 40 of ` r 3/4. 0 7' -y or So .0wil t fF A 00 mr S i cis A 11OruRd 4 3SIF MAJULIAL_ CPR AL-Irn4A.-riC. A v 7 0A. 4; 4 9181 -4,.9 0-" fo♦ to LA 69 NOTE 7 C5 M N Fcwnem FbL4& TOTAL AF�t.A, 84,2 41 , TORN .DOCUMENT 10 AT 10N f::L /-\ IBA I'MOM c>-K_Ew_-7C" MY t5 C) 13 (5. P u Ki c 4 lj R I v I s 10 N s DRAWING TITLE r3 0 U 1i P4 fm\y L) m v y• p R 0 1 E c I DRAWN BY. DRAWING tU PRO MARTIN ENGINEER T (D Cy r t-1 C, 1v1,\ p VILLA F*\10r5ff,',' .5 E7 C _3 6171!�, MAW, WJKA., FOF7\7LAr�4C-7) W ff,4c(ff1c r2>9,r"1 AVE. CHECKED BY DATE: 11 - Z5-74, 4 CIVIL ENGiNEF R 5 LAND PLANI", 4621 S. W. KEOL'..Y AVENUE W6,51-11NCST ON COUN'T"Ir 0,F7ff(50,N JOB( .222 - 1839 AL NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR TIM THIS NOTICE, IT IS DUE ID THE QUALITY OF THE ORIGINAL DRAWING. 2 4 5 7 8 9 io 12 OE 6Z 6Z LZ 9Z SZ bZ EZ 22 IZ 08 6t Of LI 91 SI b1 c1 21 11 0i 6 9 L 9 s b c F tillill llullu I loll I III(III 11'11 111Wb1 M A Y 1 4 �1990 'T"IFFIRT-771,110r. WM,�, ING COMPANY IFR S LANG SURVEYORS PORTLAND, OREGON 97201 via& I f r7 -/°e- dy !./bNr/XTrAtE T /<E F 1 a �b,',I r s'rr>•tJ1E6f 1 �i 11 11 11 II i DD K C �. ..N V r -r-0 r Tyl- r --& 4ICON rIA/C-. ' - PX n MS Z,q . C.A, Q 4411, .L 4 vE L �TDf � PCtiBu/Lr- vo ,cRacrrvG c/.v // f .4?•• ..lJ'G`�4 Oma' XDC�/= a:3S� L po wry a, C • /-t e*vOot, • v/rr/ ,r r 3 t s. 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LE G EAID I N D E . t rpps°; vl y A 9. ANCHOR L-k�ZT SLY x t W. PLYWOOD f— G1 :'v: p�utZ�a co^Ic�ECF. GENERAL PLAN �=, G-1 To G-�; a r ` ALUM. ALUMINUM R Rvann L� t Z r iF M. %"L• A S 1A 8U7cK r / 2EGUL4R CO&Ir- 1v5VXY, FI x T U R E Ess U I PME.N-r ;� -I •TD F - o x w r "� 6 CER. 'r!L.E. CEIZAMIG -I 11_E S. L�. 1`. 57EA tolowN MOT ING w 0 z G CONC. SLK. CONC>ZETF C�LcxK s, s s1,�.INLESS S�EE� / racF SRIGK DECO1<- PLAN D - I 4 i' I ( iuj - CONT. GlrwriNOUS STl S.TLE L_ _ w U w� o ' D t�0cAr 'yHT RK. SHE -L-' I�OGK / cezAI�lc. e QVA2r-`r TIL<_. HEnV ING 4 VENTIL-ATI NG H - 1 DET DETAIL suSP, susPEnla>�� ' w (A r D, S E)OW)J SPOUT W. wINa�W o �' �! PREGAsu- COW. ��LAE3'� p1_i`)1V��I i`iG F - I � � � w � f EL. aw ELEV ELEVATION R-. O, xcu&H c xrA.",/-JG OWE ~ 1 Z N F. E FIRE E_XT IlJ�UiSNEK 0 C. OAJ clr_mr rl _ MET.d L /nl sEG� lO►v E LE' GTFc� i C �. L. E ! TO E - S � w` q �^ j� z (� 0_41 G4DE K.S.C.. I.'!i)W4 SAWN CEVAk. C/ILV. 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SPECIAL CONDITIONS COVERING THE WORK GENERAL: These special conditions shah be part of allsections in these scleciflcations and all work to be perfo:mad under this contract. SCOPE: The contractor and/or his sub -contractor shall furni:-h all material, equipment and labor. necessary for satisfactory completion of the work under all conditions of these specifications -ind drawings, unless otherwise noted. (See addends, if any, CODES: `rational, State, and Local codes and ordinances: All material, equipment and installation shall comply in all respects wish the latest applicable state, county and local codes. MANUFACTURER';j INSTRUCTIONS: All manufactured articles, materii,lc ani equip- Vaent shall be applied, installed, connected, erected, used, cleaned or con- ditioneo as per manufacturer's printed instructions, finless otherwi3e speci- fied. I_XAMINATION JF SITE• All contracto:s shall examine the site and satisfy him- -F—elff astoconditions affecting tlic performance of the contract. No provi- s�.ons will be made for extra compensation for unforseen difficulties encoun- tered during construction, unless otherwise noted. PERMITS LICENSES FEES AND SERVICE CHARGES: 411 contractors shall take ol:;: all necessary permits, icenses, fees and pay Lill service charges for �;is portions ,f work. GUARANTEE: All c;ntractors and sub -contractors shall assume responsibility for ani shall replace any faulty workmanship, material or equipment during a *period of one year from date of final acceptance, unless otherwise note, without. cost to the owner. Acepptance of the work shall not waive this g;far- antee. CORRELATION OF WORK: The contractors shall consult the orawings and saeci- fdcacions of other trades and make installation t•ithout interferrino with other installers, verify dimensicns, details, locations, etc., with- archi-tectural and structural draui.ngs. Minor changes Irouting or ducts, pipes and location of equipemnt, to avoid conflict with otter trades may be re- quired, without extra cost to the w- ?r. Verify all changes with the field supervisor. MATERIALS: All material and equipment shall be new and of best quality pro- duced by nationally recognized and substantially estab'.ished roanufacturers. All material shall conform to the requirements of the latest ASTM standard sFeicifations for the material. SUb'-IITUTIONS: Trade names or specific materials have been used as refer- ence grade anf-! r-jal.ity. Any cc1FJr3ctor or supplier wishing to subsi ttute his material for any as �pecif ed, shall do so only with approval from Coun- try Builders, Inc. Please submit your substitute in writing giving full de- scription and details. DAMAGED MATERIAL: 411 defective materials, or workmanship, or manufactured tem used in the work arid damaqed during the course of the work shall be replaced or corrected at no expense to the owner. CLEANUP: All materials, equipment, manufactured items and ,urface,: shall be left clean and ready for usp upon, completion o° their insta_alatiun, erection, or application. All waste shall be removed from site, at no ex- pense to owner, by each sub-contrac.or. DIM tNSIONS: The contractor shall be held responsible for vT r!fying all dimensions, building locations, equipment locations, elevati"cos and etc., .shown on the dr:awirrgs. Report any discrepancies found to Country Ruilders, Inc. before work is -,ommenced. INSURANCE REQU1nEMEN13 FOR ALL CONTRACTORS AND SUB -CONTRACTORS: Each con- tractor shall submit an insurance certificate as specified below, alonq with hitt first invoice for rj-yment. No payment shall be made until this is re- ceived. It shall be tie responsibility of the General Contractor to pro- vide risk insurance while building is under construction.. 1. Certificate of Comprehensive General -Automobile Insurance providing the following limits of liability: Comprehensive General Liability Bodily Injury- 100,000 per person (Incl. Uwned, Hired & Non-OLr1ed Autos) - 300,000 each occurance Comprehensive GenerE 1 Liability Property Damage- 100,000 each occur- ance (Incl. Owned, Hired and Non -Owned Autos)- 100,000 each aggreq..te Certificate of Insurance must provide a 30 -day written notice of can- cellation using the following lanquage: +t �."In trig event of cano-pllation, Company will naive 30 days notice of such'c'ancel.la?!on to th?e,hold'er at the address shown herein." 2. Certificate or Workmen's Compensation and Lmployers' Liability Insurance. Coverage "B" Employers' Liabi:ity lima'. shall. not be for less than 'S100,000.00 and certificate must indicate that policy hes been endorsed with an "All States" endorsement. SPECIAL. EQUIPMEPJT: General Contractor shall receive and care for all material and equipment delivered on site by others and must carefully handle, install, set in place or apply any such material or equipment. Materials and equipment is shown on sheet. F-1, F-29 F-30 & D-1 SPECIAL START UP SUPERVISIPN: General Contractor shall be responsible for heating sub -contractor excercising supervised start up of H.V.A.C. system„ ALLOWANCES: See Orawinqs for list of allowances to be figured. PLAN AND INSPECTION FEES: General Contractor shall pay a fee n" X4,000.00 per building to help cover costs of plans and specs and three on-site-inspec- tior,s of building construction. RECOMMENDED INSPECTIGNS: SA When footinos are ready to `i, loured. �Bl After the walls are up end 16; t of the electrical and plumbing is in, just prior to t;.= ,loot being poured. (C) When the restaurant enuipment is on the job and ready to be in- stalled. General Contractor, must call 612-854-6333, or write Country Kitchen Interna- tional, % Richard L. Ozment, 2950 Metro Drive, Minneapolis, Minnesota 55420, five days in advance. Other inspections may be recuested by the owner or the contractor at a charge of S'25.'10 per day plus expenses. ERRORS AND OMISSIONS: If any errors or orni.ssions appear in the drawings, specif M.;tions; or other documents, the Contractor shall within ten days after ,receiving such draw -Din, specification, or de,:uments notify thr Owner or Country Kitchen International in writing of such omissions or errors. In the event of the Contractor's failinn to give such notice, he will be held respun- s.ible for the results of any such errors or omissions and than cost of recti- fying the same. HOLD HARMLESS CLUASE: Except as otherwise expressly provided herin, Con- tracto� r shal indemnify and hold Owner harmless against all lossl3s, expenses and claims('i.ncludinq those of the parties, their agents and employees) for death, personal injury or Property damage arising out. of the work done under this contract, whether by Contractor or any sub -contractor. No allowance shall be made for extra work unless such extra work shall have been previously ordered by Owner in writing; and the amount to be paid t.hereforA shall have been .approved by Owner before the work is started. On such approval, the contract price. shall be revised to include the additional price to be paid for those agreed on extras. JOB TELEPHONE: The General Contrac'Ar is to provide a job teluphone immed- iately at start of job. The General Contractor is to supply and Leave on the job after complet-on three ladders for the Country Kitchon oLwner. Them must be O.S.H.A, appi-oved industrial type ladders a!� follows, 1 - 610" ;good constkuctioo type 1 - BIC" wood conttroction type 1 - 2410" 0.um. extension cons -:ruction type 1F 7.4Z-ArapGk1'S AAW antvU"Jo Ce IN 01b SJ{APF- pifl',ffe 400 dpMPL .r/0A/, rA,( i+&A/&CC L Mu 15 1- =&;P0 4CC rhlEM W/ rW Ngffbli' 0.vArS . I I . SITE WORK , X.CAV/', QON. GRADING AND SITEWORK Coy-,`_ractor shall furnish all labor, materials, equipment and incidentals and perform all operations necessary for a).id incidental to excavatio.i, grad- ing a,id sitework called for on drawings and specified herein. Excay.ition for Mechanical and Electrical Wock will be done by the respective contractors. Remove completely all shrubs, trees, or other obstructions within ground area to be occ,upisd by new construction or as noted on drawings to'be removed. New construction area shall be that area defined on drawings by contract limit notation. In surfaced and planted area, remove obstructions to a depth 24" below finished grade. Provide necessary protection and shoring for any existinq construction, trees, etc. which may be subject to damage by building operations. Box and protect all trees and shrubs during cc,nstruction. Maintair, protection until grading is completed. Strip topsoil completely from the area to be occupied by the new building, new walks, parking lot and driveway, including tree roots, sod or organic material. Top soil shall be stockpiled for use in finish grading. Make sure that all vegetation is removed from these areas. Stripped topsoil shall be free from large stones and debris. Topsoil not suitLble for finish grad- ing ;hall be deposited on site at location approved or removed frorr site. Excavate to Elevations and dimensions indicated, plus sufficient space to permit erection of forms, shoring and inspection of foundations., if suitable bearing for foundations is not encountered at depth indicated on drawings, Contractor shall notify Country Kitchen, International and Owner immediately and shall not proceed further until instructions are given. Protect bo;:tom of exravation from frost and do not place foundations, footings or slabs on frozen gr,iund. Control grading around building so that ground is pitched to prevent water from running into excavated area or damaging other structures. Prior to placing compacted backfill if required, the contractor shall compact the surface of all natural soils, within the building limits after thepre- viously nnted excavation and stri.,tping have been performed, compact with a heavy towed vibratory compactor moving not more that 3 miles per hour. Com- pact all natural soil at bottom of exterior foctinq trenches with two passes, minimum, by motorized vibratory equipment or with mechanically driven hand- held tampers. Place and compact upon ;ompacted natural soils, granular -ill to elevations required under footings and slabs on grade. All areas below concrete slabs on grade shall have a minimum of 6" pit run gravel (or coarse sand free from parishable rubbish) compacted and level to receive slab. Fill shall be placed in horizontal layers not to a:!seed 8" depth, moistened by sprinkling to optimum moisture content and compacted with approved equipment until its density '.s not less than 95`1? Standard proctor Density as determined by Standard Laboratory compaction tests. Materials and method of compaction must be approved before starting work. Contiactu, shall be held completely responsible for full compaction of soil. It is recommended that tests be made by approved testing laboratory arid paid fog by General Contractor. Backfill excavations below finish grade outside bu'ilding with a similar materials to that removed in excavation, free from debris, boulders, organic mar lfials, or other U43Uitable material. No backfill s17all be placed until "wa is have been adequately shored and braced. Pladla backfill ar'v) compact as specified above for fill under slabs. ` sough grade all areas except those occupied by bulldinr and unless otherwise noted, to u level of 4" below finished elevations shown except at driveways, parking lot and sidewalkareas, which shall be graded to a level -f 6" below finish elevations shown. Where fill is required Lo brirg grou required elevations, it shall be thoroughly compacted in on U;aproved ma, by use of mechanical roller and wetting if necessary to obta,n proper compaction (95; i;l_NSS: Glass to be as shown on drawings. All exterior 4" plate glass and 11' insulating glass shall have a bronze tint and all interior glass shall be clear. Insulating glass shall carry a 10 year written guarantee against faulty materials and/or workmanship. Aluminum entrance doors and lower pan- els of adjacent sidelights shall have tempered glass. The glass shall be in- stalled per the written recommendations of the Flat Glass Jobbers Association "Glazing Manual". The glazing sub -contractor shall furnish ars alternate! de- duct price for installing j" bronze plate glass in all exterior windows in- dicated to be 1" bronze insulating glass. (Under no circumstances can glazing tape be used.) MIRRORS: Aluminum vandal proof frames with TI' copper coated plate glass mmirrors. One 18" x 24" for "men" - one 18" x 24" with shelf for "women" and one 24" x 7211 in lounge. Mount on t.,all as directed. GYPSUM DRYWALL COVERING: Gypsum drywall shall be installed as indicated in room finish schedule and following list. Install material per manufacturers written recommendations. A. 3/8" gy,)sum drywall, taped and sanded over concrete block to receive vinyl wallcloth. R. 3/9" gypsum drywall, no taping over concrete block to receive pan- eling. C. ," gypsum drywall on studs taped and sanded D. 5/8" fire rated gypsur.t drywall over wood joists not receiving tectum finish. TECTUM BOARD: Where indicated c,n drawing furnish and install 218" x 12.10" x JV,,,'tectum board as manufactured by National Gypsum Company (no substitution). Tectum where installed on ceiling joists shall be qlued to each joist with 9. F. Goodrich PL -200 adhesive and temporarily held in place with wood nailinq blocks until adhesive has set. Permanent edge nailing shall be done such that all nails are covered by 1 x 3 wood battens and no exposed nails are ,:visible. QUARRY TILE: Quarry Tile in kitchen to be both smooth and abrasive. See Sheet F--1 for areas to receive abrasive finish. Kitchen nuarry Tile to be Murray "Canyon Red" 6" x 6" x ?" with matching 6" base or Summitville "Baby- Io.nian" 6" x 6" x �" with matchinq 6" base. 14 Uuarry Tile in dining room, hall, man, and women to be "Nemadji Tile" 3" x 6" as manufactured by Nemid je Tile Co., VZTT'LE.91VE9)Minnesota. TEL5-_.Zt8-znr 43/1 All Quarry Tile to be installed by dry set method over a smooth concrete slab. Grout joints with standard black qrout unless local code requrements no not ;iermit, then use black Hydroment grout. The "enaral Contractor shall supply the owner with a 5 Gal, pail of Higley "Terratone" sealer as manufactured by Higley Chemical Co., Dubuque, Towa, for use by owner in sealing quarry tile and brick around pass-thru window. » PAINTING, AND WALL COVERING: GENERAL: Paint all surfaces requiring paint a minimum of 2 coats unless otherwise noted. All pre -primed surfaces.require one finish coat. Paint all electrical panels, mechanical registers and grills to match wall or ceiling to which they are attached also fire extinguisher cabinet. MATERIAL: Furnish and install all paint or stain as specified, no su,asti- tuTiens will be -,ccepted. Apply according to Manufacturers written recomm- endations. , 1. Stain -Olympic - 719 2. Orange sign paint - Industrial Speednamel medium orange as manu- factured by T.V. Ronan Paint Cort., N.Y., N.Y, and distributed by Midwest Sign Supply Co,, 2222 Robins St., St„ Paul, Minn. 55114 3. Epoxy paint - 1 coat Pitt -Glaze 16-9 block filler and 2 coats Pitt - Glaze color as manufactured by PPG Industries. 4. Enamel paint - PPG Industries Waterspar Semi -Gloss Enamel 5. Vinyl Wa'_lcloth -• See allowance schedule and Sheet D-1 for nuanti- ~ -9. ties a4td).locatioRs. FINISH SCHEDULE: 2 --- Wood Fascia - Orange Sign Paint, 2 coats 2 --- Mc -..al Fascia - 1 coat #66 metal Pre-treatment, 1 coat x/107 Noxide Prime and 2 coats Orange ;ion Paint. 4 --- Soffit and Molding - White Enamel Paint, 2 coats(tmraeoie sopor Arse.) 4 --•- Roof Equipment - 2 coats Flat Black Enamel Paint or all metal that extends above flat roof. --- Rough Sawn Cedar - 719 Stain ---- Hollow Metal Doors and Frames - 2 coats Enamel, mix formula for 1 gal, mix, 20-200 Base, 8-4Y+4, C -:)Y+129 F-37 (Color - Country Kitchen Brown) 3 --- Gypsum Drywall and Precast Conc. Ceilings - Gloss Wh',te Epoxy Paint, 2 coats 3 --- Gypsum Drywall and Exposed Interior Concrete Block Walls - 2 coats Epoxy Paint, mix formula for 2 gal. mix, Base -Mid range, Gloss- 16- IO , Semi Sloss-16-7�37, B-12, C -2Y+40, D-5. 4 --- Roof W'J11 Concrete Block: 2 coats white Enamel 4 --- Light Poles, Window Heads and Sills, Downspouts, Exterior Wall Gr ,`.Iles and Etc. - 2 coats Enamel trim and Shutter faint to match ;:Lain. (Color Country Kitchen Brown). Fire extinguisher cabinet - Hot Orange Aerisol Spray #55-322 YLA, %-r1 C. 4.AMi Ka/ --,TF_ V-- — F-1tJ1 SP1 TOE- ,� e30-l-T'nNA,�S A �,1 F) rz-1� G F- 5, TG IAATC H COLO lis. . SPECIAL EQUIPMENT FIREFIGHTING DEVICES: See plan sheet F-1 for specifications and placement of equipment. (E:xtinguisher equipment by GHneral Contractor). HAT & COAT RACK: Vogel ileter.son model 5L202U w/80 - #316OH - 17 hangers - furnish two 516" sucks. Hanger bar to be 512" above floor - color to he Architectural 5ronze. See location on plan. METAL TOILET PARTITIONS: General Contractor shall. furnish and inst211 Amsun type full flush construction and elevation in galvanized, honderized steel, finished with one prime coat and one finish coat of standard eclor baked on enamel and standard hardware. Include all necessary screws and bolts re- quired. Color to be�Z-47<rOU _st.�r.J,as manufactured by American Sanitary Part- ition Corp. or approved equal. Paper holders shall be furnished in opera- tions. Urnil screen shall be wall mounted with floor to cell.inq support post. LIGHT FIXTURE PACKAGE: General Contractbr to furnish special liqhting fix- tures to a ectr cal sub -contractor ror installation. See allowance schedule and sheet F-2 for type, number and lotation of fixtures. EQUIPMENT SPECIAL EQUIPMENT: All kitchen equipment, cabinets, booths and counters furnished by others shall to installed in place by General Contractor. All connections bhall be made by electrical contractors and mechanical contrac- tors as called for on plan. FLAGPOLE: Furnish and install one continental executive type tapered al.um- inu�n flagpole as manufactured by Concord Industries of St, Paul, Minnesota, or an approved equal. Flagpole is to be 5" at base, 34" at top, exposed 2510" above grade and anchored 36" into ground. See sheet G-8 for a detail of the concrete base. Aluminum pole finish is to be polished and waxed. Furnish complete with the following: 1 - 5" diameter spun aluminum ball, non -fouling revolving aluminum truck, 4 - cast bronze swivel snaps, 2 sets of polypropylene halyards, 2 - 9" aluminum cleats, 1 - aluminum flash collar, 1 - 16 ga' galvanized steel sleeve with wadges and steel base plate. The flagpole is to be installed as per manufacturer's written recommendations. FURNISHINGS DRAPES: Drapes and track are to be furnished to job upon receipt of order with wondow field dimensions. Track (brown in color) and drapes to be in- stalled by General Contractor. See allowance schedule for information on ordering drapes. I'ARPET: Special design carpet and hair pad to be furnished to job upon receipt of orcer and installed by General. Contractor. See allowance schedule for information on ordering carpet and pad. XV. MECHANICAL (This section shall be broken down in two sections) Heating and Ventiln ing "A", and Plumbing "8" A. HEATING AND VENTILATING GENERAL CONDITIONS: General oonditions from the General Constructions Specifications shall apply to this section. SPECIAL CONDITIONS: Special condition, from the General Constructions Specifications shall apply to this 'section. SCOPE: The dining room, toilets and office shall be heated and air cfnd- itioned with one combination heating, cooling roof top unit. ---The kit- chen will be heated only with a 100 percent make-up air roof top unit. The toilets, office and employee lounge shall be ventilated :pith a fan as Shown on plans. ---It is intent of these plan -s ar,d specifications to give the owner a complete system in all respects. SHEET METAL WORK: All ducts shown on plans, and as shall be necessary for 3 complete job shall be of galvanized iron, No. 1 grade Inland and or equal and approved. All ducts shall be made in strict accordance with the follow- ing table and the 1970 ASHRAE guide. LARGEST OIML:NSION IN INCHF"S GAUGE OF' STEEL 4 to 12 #26 13 to 30 #24 31 to 60 #12 All duct work over 18" chall be crossbroker%. Two gauges heaver may be used in lieu of cross breaking. All duct work must be made practically air tight. The architpct-engineer reserves the right to order any open seams that may .be present made air tight, tiby soldering or ribeting. No open joints at the r;orners or elsewhere will be accepted. All seams in horizontal ducts shalL.be standing seams with sep- arate cleats mitering at the corners, except ducts up to 30" in diameter, which shall have lock seams. Ducts shall be sufficiently braced to prevent vibration or sagging. All vertical ducts or risers shall be self-supporting. All ducts shall be complete in themse'ves. No shingle partitions between ducts will be allowed. All horizontal ducts shall be substantially supported from 1" 18 ga. strap hangers. Where changes are made in width or depth of ducts, such changes shall be as de gradually. Changes in size throughout shall be of perfect rectangular cross-section. The architect -engineer reserves the right to make minor changes in run of certain ducts without extra cost to the owner, if necessary, to avoid unforeseen structural or other interfer- ences. FRESH AIR, OR EXHAUST AIR DUCTS ENTERING OR LEAVING THE OUI'_DING AND PASSING OVER FINISHED CEILINGS SHALL BE SOLDERED ABSOLUTELY WATER -TIGHT. DUCTWORK FOR KITCHEN EQUIPMENT: The ductwork for fan #1 shall be fabricated of 16 gauge black iron with welded seams and companion angle joints. Duct work within the kitchen space shall be covered from the kitchen appliance to the finished ceiling with 24 gauge stainless steel metal. Ductwork for the kitchen hood exhaust above the roof shall be 16 gauge black iron insul- ated on the outside with 1" rigid fiberglass insulation of 1 density. The :.nsulation then shall he covered with 24 gauge galvanized iron sealed water tight with solder or 3M EC -800 sealant. (No roofing cement of any kind will tie allowed.) TURNING VANES: Turning vanes shall be of the double wall type and shall be installed in all square throat elbows. ACCESS PANELS: Provide access panels in ,:all ductwork as necessary for all fire dampers and control equipment. Panels shall have air -tight. Basketed edges, cam latch and hinges. BACKDRAFT DAMPERS: Dampers shown for relief vents shall be of the fabric type. No metal bladed backdraft dampers at these location will be allowed. FLEXIBLE CONNECTIONS: Flexible connections f.:: kitchen exhaust fan only, shall tie of a neoprene rubber tyre. ACCOUSTICAL TREATMENT: ;'111 exterior supply and return ductwork shall b,i lined with 1" 1�# density mat faced duct liner as aprroved by NEPA. Mat faced linsr shall be adhered by a fire retarofrnt adhesive. Mechanical fasteners which do not pierce the sheetmetalshall be 16" on center. All sb4tting edges of acoust- ical lining shall be caulked and all exposed edges nf•ioccoustical lining sihall be installed with sheetmetal nosings. CYST OF EQUIPMENT: See allowance schedule, sheet; G -2C for allowance an pr c:p of roof top heating and A/C unit, and make-up air. heater. . SUPERVISED START-UP: Heating Sub -Contractor shall include in his bid A,.: of 51oocj,cio and one serviceman for supervised start-up of heating, ventilatil,g and air conditioning systems, This will include operation and maintenance instructions to heating serviceman ano Restaurant Manager. This supervised start-up does not include t`,e 1 year labor ar.1 material war}wanty. Heating Sub -Contractor shall notify Richard L. Uzment, Country Properties, Inc., 2950 Metro Drive, Minneapolis, Minn, 55420, Telephone 612-854-6333, 11< days before desired start-up date. HEATING AND AIR CPNDITIONING UNITr, HVAC units shall be Bryant Model as in- dicated on Lheet H-1. The burner shall be of the full modulation type as manufactured by Maxitrol. NO PARTIAL. modulating Burners will be accepted. Control of this unit will be as specified under the temperature control sec- tion. Unit #3 shall be a Rupp Tamp -Air weatherproofed direct fired make-up air heater. Model PJM 15 for outdoor application with permanent filters, motorized discharge damper, ?. H.P. blower m(stor capable of delivering 4200 CFF1 r_;;, .50" external S.P., 1200 temp. rise 050,DOO ATU output) and inter- locked with fan X11. Temperature control shall be Temp -Air Maxitrol ;af403 with remote "Selectrastat" and control panel with operating lights, low tempera- ture blower shutdown safety control with by-pass timer for automatic starting, audiliary control circuit to shutdo,rn blower when there is a flame failure burner on-off intake air ductstat, remote exhaust fan starter with enclosure and remote start -stop station with pilot light. (Note:mech. contractor to verify voltage and gas pressure.) Voltage for units 1 & 2 shall he 208/3/60. (Verify with electrical contractor). LOUVERS: All exterior louvers sha_1 be galvanized weather proof with bird screen. TEMPERATURE CONTROL SEQUENCE: When summer winter switch is in heating pos- -!— 'n, a roam thermostat orated in dining room will modulate the gas burner to maintain temperature. When room thermostat is satisfied a duct controller mounted in diF.chvrge air will cycle T-- L,A,IAI=k, to maintain room temperature. Fan will be wirer! constant. Fresh air controls will operate as follows: Temperature ccintrol locatad in mixed air duct set at 60 degrees F. will 7radually open the fresh air damper as temperature rises until outdoor temp- erature reaches 75 degrees F. At this time change over controller in outdoor air will close fresh air damper to minimum position as determined by manual potentiaometer located at this unit. As mixed air temperature drops, fresh air damper will modulate close to maintain 60 degree F. mixed air. On fan shut down fresh air damper will close and return air damper will open. All line voltage and low voltage wiring will be by the electrical contractor. GAS PIPING: To be by plumbing contractor - All gas piping must be put in before any concrete can be poured or any bituminous surfacing put in. REGISTERS GRILLES AND DIFFUSERS: All rf-gisters and grilles shall b- dart & Cooley, Tuttla & B3iley or Krueqer as scheduled below: 11 Supply Registers : Model .'r 92 VHV With White Finish Frc>A& ;:Ar_Ta>ICY /L:! c� Return Grilles: Model 92 HOO With Uhite Finish tcR_,o►.%, F-Ar.:Ttn,R.'f <XMAMJEL_) Exhaust Grilles: Model # 92 VOV With White Finish "=&-, r-^cror_,r Qua".L) UTILITY BLOWERS: Utility blowers shall be Barry or approved equal. 71 shall have weather proof hood suitable for mounting on roof, FAN NP. MODEL NO. CFM STATIC PRESSURE HP VOLTAGE ROTATION -22 OBVB �O i' T 208/3760 TU -CW 1 100-L) 2008VB 4900 " 2 208/3/60 TV -CW 2 D060A 430" 1/6 115/1/60 TH-CCIJ NOTE: Equipment, and duct design for cooling and heating is for north central U.S.For other areas upon notification Country Builders,Inc. will supply re- vised drsign. SHOP DRAWINGS: Prior to r.rlering equipment, the contractor shall submit for approval a minila�um of six Nets of shop drawia�gs. A' ter equipment is ordered, three sets of operating and maintenance shall be furnished at, start up and instruction time. EL~EC NEAT g 1: (INDEECO) - Mod. QUA 5.0 - 10 x 10 - 208/1 ph./24 - 5 K.W. 208 ph./60 option "C" (Contractor and low voltage coil). INDEECO Heater Thermostat - W.R. - IF30-910, FLO-Switch AF3, McOonnell Miller Flow Switch. p�pA �-up- -M: JACCRAMICA . C&ArrA"e-'role IS TLS svt°Fr -Ir_ Gear, V.�iNrLED /Ran/ CO&SS -��/ i " Fi6Gt G[ -A%3 i�ac�c.ro►rioAt �aNn v.a>°o a GENERAL CONDITIONS: General conditions From General Construction specifica- ions sha 7.apply. SHOP ORAWINCS: Prior to grderinq any equipment, the Contractor shall submit for approval a minimum of six complete sets of shop and eouipment drawings. The contractor shall includ® a minimum of three complete sets of manufactur- ers' installation and operation instructions. EXCAVATING AND BACKFILLINL : The mechanical contractor snall perform all sx- cavat--ing and backfilling required to properly install his !,irk. Any necessary shoring or bracing to provde safe working conditions or to protect existing structures are a requirement of this contractor during excavating operations, this contractor shall keep the trenches free of water by pumping or bailing at his own expense. No hackfillinc, shall be done until the installation is inspected, tested and approved. Backfill materials shall be free of debris and properly tamped in 6" layers to restore the excavation to final grade. All buried piping shall be installed on a stabilized trench bottom with the pipe supported on the straight run and no load on the bel' connections. If tunneling is required, it shall be done in a manner approved by the local authorities or any other parties affected. TESTING: All plumbing and tenting pipes shell be tested at the r pense of the contractor before any part of the system is concealed. Test shall be required by local ordinances and shall bs made in the presence c° the proper inspectors. Sanitary and vent pipes shall be subjected to and holo air pressure of 5 P51G fot 15 minutes. Water pipes shall hold 100 PSIG for 2. hours,. Befcre ,gas is turnne on, pipe shall conform to all local Fang state codes and Lite requirements of local power company. PAINTING: All riaintrinq Hxc ep, as specifically mentioned for an individual Item s all be by General Contractor. _�,,,. _. ..._,., ._ n,.:-.e.«fhY.J i»w+T.'�4ir.:.: .._ -..•.:RMF:* ..�... _ +.,wn,�wM 1'1ltltl►IIItI11tI►Itltl►Itltltltl►IIIIIIIIi.'tIII1111111IlIlII�1�tI1I1�tItltllll�tllltllltll`►Itl!ItIIItIIIIItIIIIIIIIIlI111pil1 11111111111p llltltltl111liltlt11(111III111111111pJ111 Itltlt11 NOTE : I F Th IS M ICRor I LMEU - _ - -___ ._, _... __._ 2._.� _.. 3 5 f3 9 I l7 I I 12 DRAWING IS LESS CLEAR THAN THIS "'OT10E, IT 15 DUE TO THE QUAL I1Y OF THF ORIGINAL DRAWING, OE 62 8Z LZ 92 SZ b2 EZ Z Ir 61 el J_1 91 <il bl EI ZI 11 UI 6 9 l q ,HIIII�;ill,,l'tltllt��I:�,IIIt11I1111I11Nlti�IINIIIIIIIIINIINIIIIIi'.11{N IIIIIIIIIIIIIIIIIIIIII{II IIIIIIIfIIIIIIIIII�IIIIIIIIlilI1111I11lIIIIIIII!!(III;IIID►II IIIIiiIIIIIIIIIIlIII11lIIIIIIIIIlI1111I1111�1111I1111Illlllllllilllll�Illillll'IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIItIIILIIUII t MAY 14 �1990 PIPE AND PIPIE FITTINI;: All underground water piping shall be Type "K" soft copper, No Splices will be permitted under floor. All above ground piping shall oe, iypet "L". No Mastic water pipe to be used, hard copper wi`h wrought copper fittings. Provide dielectric couplings or unions at any point that copper tubing joins steel piping or equipment. !dater supply connections to fixtures or equipment which have submersed inlets or inlets which are bz.'ow the spill line of the fixture or equipment shall be provided with an apvroved vacuum breaking device or air gap arrangement. All branch mains and connec- tions to risers shall be valved. Stops shall be installed on all fixtures and equipment connections. Underground sewer, waste and vent piping shall be extra heavy cast iron bell and spigot pipe within the confines of the building and extending I')' from the exterior wall. Waste and vent piping above grade may be run in standar weight galvanized pipe with cast iron drainage fittings. (lents passing thru the roof shall be cast iron, not lass than 4" in diameter with approved frost jackets and shall extend 12" above the roof. Furnish and install all "P" traps, running traps or drum traps at all fixture drains and as required by local and state plumbing codes. ,LEES: Sleeves through masonry walls and floors shall be provided with ample room for insulation and pipe movement. Sleeves through masonry walls and concrete floor slabs shall be /4" thick foam plastic armaflex. Space between pipes and sleeves shall be caulked flush with the ends of the sleeves. Caulking material shall form a water proof seal not affected by temperature changes or pipe movements. FLUOR, WALL, AND CEILING PLATES: Exposed pipes passing throuqn floors, uall�, or ceilings shall be fitted with crane or equal It 13 -BC chrome plates locked in place with set screws. HANGERS AND SUPPORTS: Vertical cast iron or steel pipes shall be supporter' with wrought or equal, and solid threaded rods spaced not over 10' apart. Hangers for Copper pipes shall be of copper plated steel. Hanqer rods shall be attached to structural ,teel with beam or joist clamps, to concrete with nreset inserts. VALUES: Install valves as indicated and required to isolate all fixtures -end piping units. Install nate vlaves on all devices not normally having su,)ply stops as a part of fixture trim. Whenever possible piping valves are to be installed with the stems perpendicular to the floor or ceiling. Con- cealed valves in finished spaces shall be located and serviceable through access panels furnished by this contractor. Valves shall be Crane, Jenkins or equal designed for a working peessure of 125 PXI water valves 2" and small shall be bronze body for sweat connections with bronze trim and of rising stem design. GAS VALVES: Shall �r 'ever handle lubricated plun type, except the 933 appliances lister, on the equipment schedule shall have a Hanson Flexihle hose and disconr,ect to each appliance. All valves must be approved by utility company. /'200-6122••" - 100-012-100-Sl2 WALL HYDRANTS: Install tiere indicated Josam 14no-N cast bronze non -freeze heavy duty wall hyr!rants with 1" IPS brass casing with 7)/4" standard hose cutlety hankle to be removable kt,y stop. Provide inside shut off valves where code requires. JOINTS: Joints in cast iron soil ripe shall be firmly packed withoakum, filled to required depth with pure, molten lead and well caulked. Joints in vitrified clay pipe shall be made with plastic and solvent cement of a rubber "0" ring type of joint may be used. Graphite pine -joint compound; applied to external threads only, shall be used in making up joints threaded pipe, ends of all pipe shall be reamed free of burrs, and threal'5 shall be clean cut and tapered. 5oldered joints in copper tubing shall'ie madH in strict conformance with the recommendations of the manufacturer. "Streamline" solder and "Streamline" flux, or enual and approved, shall be used in making solder joints. CLEANOUTS: Cleanouts shall be Josam Y690 or equal with flush brass plug, adjustable brass heads and covers. Cleannuts shall be installed as shown on the plans and as required by code at the bases of all stacks, changes of direction and at the point of exit from the building. COLD WATER SUPPLY: Type "K" copper sized in accordance with local utilities. Arrange for permit fees and or other costs to provide service. Plumbing contractor shall furnish and install 1i" water service and water meter. HOT WATER SUPPLY: Supply hot water to all fixtures requiring same. Com- pletely flirnish and install vented gas fired water heater with a class "B" vent metal bestos or ^qual chimney with all appearances follows: See schedule G -2C for types of water heaters used. BUILDING PRAiN AND VENT: Ins all a continuous waste and vent system serv- ing the %nrious fixtures of the size indicated on the drawings. Horizontal drains shall pitch toward the sewer " per running foot where practical but not less than 1/8" per foot in any portion of the system. SANITARY SE'dER: The building sewer shall be extended 5' From the perimeter of the building with service weight cast iron soil pipe. The owner shall extend from building sewer to connect to the city sanitary sewer system or: Con+ractor shall extend from sewer system. (Optional) PLUMBING FIXTURES: American standard unless otherwise specified, approved equals acceptable: P-1 Lavatory. - 0491.019 w/Moen ;#4220 3/8" stops, supplies and 17 ga. P -TRAP. P-2 Lavatory - 0373.02.7 w/Moen #4220 3/8" stops, supplies and 1i qa. P-TFAP. P-3 Urinal - 6500.011 w/185-11YV Sloan Flush Valve. P-4 Water Closet - 2108.05b w/.S320.114 Church Seat (black), 3/8" stops and supplies. P-5 Receptor Sink - Poly Products "600 24" x 24" x 6" w/Chicago Faucet TE97V8, chrome plated, for sink telephone 612_-616-1722. P-6 Pot and Pan Sink - (2 romp. furnished by kitchen equipment supplier) TSS Brass !;8-231 (12" spout) by kitchen equipment supolier. Shut off valves, supplies and trap by Plumbing Contractor. P-7 Dipper Sink - (furnished by kitchen equipment supplier) 3/8" stops, supplies and trap by Plumbing Contractor. P-8 Counter Sink - (furnished by kitchen equipment supplier) TSS Brass .8-300 by kitchen equipment supplier. Shut off valves, trap and waste connections by Plumbing Contractor. P-9 Floor Sink -7764.038 12" x 12"x 6" w/3" caulk, without upper orate - set 1/2" below finished floor. Sink as distributed by Grinnel Co., Inc., 1201 West 96th St., Minneapolis, Minnesota. P-10 Pot Filler - (furnished by kitchen equipment supplier) Tai Brass :,:B-669 by kitchen equipment supplier. Shut off valves, traps and waste connectiorj by Plumbing Contractor. P-11 7-1T7'INI r - GU' -r' GGZ^--r WE, - i -5 U2_FAe- F__ A.N-3LAr-,1TF_U> 4 GvAnPL.E.TE INS -5•-rALLAT'/dQ �Y FL�MSEt- a L HAR1iWARE SCHEi1ULE" FGR MODELS 82, and 17-L �YC�MB/NC, Co"i�/r,�,tit-' /'C7.iF' I3 rte �U�.1/lSN A.tlp /1'r/rj"J'AG4 VEn/T WI/Ti(/ • �� - •—��. U ; A e.�c. ipment furnished by others, with nater c r Waste connections, , shall be 4nstailed complete by Plumbing Contractor (check equipment. schedule Wa4 V,-CVAr7AJ A%LATt r A VAWr 4401F'r- ,elrt S'o" .L118ti✓t� '+�rz and plan ori sNel=I Na. F-1 .) QaOc Pbi"d?' a"• xis SIv.4c.c:,Xi4, • rho following is a list of I?anufacturers and their abbreviations used in FLOOR DRAINS: Minneapolis pattern w/chrome ;dated ring and strainer, and C.G. under strainer. 411 flannel as noted. Cast iron body w/backwater valve. GAS UISTRIOUTIUN: Gas piping shall be schedule 40 black iron pipe and shall be insta Ed as sown on plans and in accordance with local utilities and codes. A 411 drip leg to be orowidPd on all risers - CAS TEST: 15" air for 8 hors. DISINFELTING WATER PIPING: The domestic water piping installed by this con- tractor shall be filled witl` 50 parts per million of available chlorine and allowec to stand for t hours before flushing and connecting to the existing piping. SHOCK ABSORBERS: Furnish and install on hot and cold lines of spray rinse tit disposal. XVI„ ELECTRICITY SCHEDULE OF APPROVED WATER SOFTENERS FOR MOOS 82 and 100-L (dater softeners specified bellow are based on 20 grain hardness water. dater softener company is to analyze water before installation of un- it. If unit is not properly sized for conditions specified, aoftener company is to notify Country Builders, Inc., Rosemount, Minnesota. t. 1 Miracle D-1-M-12-EFM-2-A dual, 111 valve - 23 r!allur flow rate. 100L 120,000 grain capacity softener tanFcs (2) 12" x 48". Price A. delivered and set up at the job site by Morrell input 180,000 Water Company, Minneapolis, Minnesota, (tax $ 'NSrALtATIOK1 NOT INCIAIDELA) H. 1 Culligan HB -45 duplex, 1�" valve - 25 gallon flow rate, 90,000 G.P.H. 151 grain capacity softener tanks (2) 12" x 53". Price SIC "' de- - livered and set up at the job site by Milbert H - Co., Culligan soft Water Service, o. S+. Paul, Minn. Ruud No. '(TAX � INCYALL_AT)ow Nor iWr_L_UDEL?) C . 1 LINDSAY !SF 910 twin, 1 11valve - 20 oa llon f low rate, 1W,000 168 thru grain capacity softener tanks W 14" x 60+1. Price ' 10340-" de- Inc., Rosem+lunt, Minnesota livered and set up at the job sitF 113Y /.1NASA'1' NO/Z.r/J 0rv4. B NO- ST PAUL- , Ak/AIIN • Crane No. (T/1)( G lNJS-rk1_LATIcju 1.107 )NGL•Uc�1131s) GENERAL CONDITIONS: General Conditions from General Construction specifica- tions shall apply. SCGPE: It is the purpo.,e of these specifications to provide a complete in- s allation of theelectr:c power-lirlhting including a'_, wiring and the hanging of fixtures. The `lectiical Contractor shall furnish all labor, material, equipment, temporary service and ether necessary itrims to plans. This work shall be installed so as `•o comply with all local., state and national code regulations. Also, see plans for additional sperification and schedules. MATERIALS AND EQUIPMENT: All material and equipment shall be new and shall be listed by the Underwriter's Laboratories, Inc. as conforming to it; stan- da rds in every case where such standard has been established fo: the parti- cular type of material in question. «There specifications give a trade name, manufacturers or catalogue number of materials, that specific data shall be followed or if such is unobtainable, a suitable substitute shall be furnished similar or at least equal. All proposed Pubstitutes shall be referred to the Owner and Country Kitchen representative for approval before the substi- tution is mado. WORKMANSHIP: Ail work sN.all. be installed in an approved workmanlike ,manner and shall present a neat mechanical appearance when completed. The entire installation shall meet the approval of the Owner before final acceptance. ELECTRIC SERVICE AND DESIGN: Electric service shall be 120/208V - 3 phase 4 wire. As shown on plans. An alternate arrangement can be obtained for 120/240V Service if t"gat is ali that is-vailable. CONDUIT: Rigid conduit either thick wall or thin wal'_., shall be used in service riser and for all work embedded in concrete or masonry and all places where conduit has to be placed on top roof deck. Flexible metallic conduit may be used in all other instances. All conduits shall be g�-.lvanized. w'IRE: All wire shat be type TW or type THU. Minimum size wore shall be ?12 AWG. All wire larger with '18 AWG shall. be stranded. All branch cir- cuit splices shall Ce soldered and wrapped with high grade rubber and f'ri.ction tape, or approved pressure connectors. WIRING DEVICES: Single pole toggle switches shall be Hubbel 1181-I standard grade, 20 amphere, T rated or equal. Three way toggle switches shall be 1163-I standard grade, 20 amphere, T rated or equal. Ail switches and plates shall match basic wall finish. Receptacles, and telephone plates shall be of the standard Serra "Fill line type unless otherwise .indicated. Toggle switches shall be mounted 4'-0" above the finished floor end receptacle and outlets shall be mounted as indicated on plans. PANEL80ARDS: Power and main distribution panels shall have quick -break fus- = switches fused with cartridge fuses. Lighting branch cabinets shall have thermal. -magnetic type controls by others. Disconnects by Electrical Contractor as per code. (No stranded wire). FIXTURES: Lighting fixtures shall be as shown in the fixture schedule on the plans. Lighting fixtures shall be supplied and installed by electrical contractor except as noted. See schedule sheet E-1. (Fixtures A. 7, 849 C and D furnished by General Contractor, assembled and installed by Electrical Contractor.) TELEPHONE OUTLETS: Telephone conduits and outlets shall be installed at e.-3rh location as shown on plan. 7',-114/ 9,e AQ i' G/GNT/N'C�p; C4.E_GT-K/G/!L CO.V7A—_ /9CT0ie /S Tcf e- 7- T SNE,ET AGG O5/i�9 E'�U/,QG•�f 5 � Jl✓G.-riZ�G i_s/L..`S[�`�At<ti--� Fj�T 1 NQS O 1 TI C:� ►J A` W�.IL M`l SIN ELE=TR.o -rZIM 1N—_-.-TA_L 2 L_ F. OF uwl-T \._►►.4)t= -Z /�a.G N T AB►--� At 01JCz W'I KAt=)owJS GEN�r�iZ oil ��AE"�� .V_16 WITH BLAt-AK, k4 11L A_-_, S t= -e- FZ-dOR: F'L�IJ c� N <.;1r44_ X02F- GrL1A./.17ITY WI►JCX'7Ws •'SND 127-1 FOfZ �rL�ou� t�.-r kT I l j AT K,Irrc_iAci1 TH1� tll�lli' IS Oi'T-IC71.�/yL� VF.�1i=Y WITH 1ZE�T/>`L]R:AU111T QWIJeY / $1, NOTE : AL[.- FIZE1c,)47 G;*.�i?G 5 A,e,E rq 41 3'VPPL/EZ R R I i preparing the following finisi,.ing ,SCHEDULE OF APPROVED WATER HEATERS Stanley Hardware T - Trans -Atlantic FOR MODELS 82, and 100L H.B. Ivas Company A. Day & Night No. 40-150-118, input 180,000 Nat. Gas, Recovery McKenny Hardware G.P.H. 151 thru 100 degree rise. - Detax Corp. H - B. Ruud No. GL. 37-200-3, input 199,900 Nat Gas, Recovery G.P.H. hair pad ac cilstributed by Country Builders, 168 thru 100 degree rise. Inc., Rosem+lunt, Minnesota (installation, B C. Crane No. CS -40-170C, input 170,000 Nat. Gas, recovery G.P.H. Push 143 thru 100 degree rise. Two color' and ratterns of specially designed Wallcloth-43.90/ only 1). A.U. Smith No. BT -199, input 199,000 Not. Gas, recovery G.P.H. only 167 th-u 100 degree rise. Butts PcC YAeO #VIL L- 6ELADL-F_a Foo c- r -r -JG a ym&A43r_ . & t a x n o t i nc l d ) E. !�o Iee�u�c�s WIC.` NF_ AAAr7a A? X Rtrrti��y .MW>2.C1,9L. No. 80-190E7, input 180,J00 Nat. Gas, recovery G.P.H. Rods JVulcraft 151 thru 100 degree rise. 406PA Rosemount, Mi,inesota 4 only preparing the following finisi,.ing hardware schedule: S - Stanley Hardware T - Trans -Atlantic SC - 5chlage Lock Company I - H.B. Ivas Company R - Reese Enterprises L - L.C.N. Closers M - McKenny Hardware RI - RixonD - Detax Corp. H - Hiawatha Hardi,are Co. A L. L o' I A N C E `i C H E I) H L E The Gene.-alContractor shall include the fallowing dollar amounts for either materials only or materials and installation as indicated. fJan and Fee to cover the cost of plans, specit'ica- FOR DCCre- In-ipection tions and 3 on site inspections of construc- 554,000.00 per FEF.h tion. building Landscaping Install seeding, sodding and landseapin: over W x M DA a prepared sub -base of *%LAc.K Cir -r 0.1000.00 1. irpet and Floor Closer #30 (I Multi -colored specially designed carpetwith 9;9.2Sper yawl Hinge Strap hair pad ac cilstributed by Country Builders, material only, M Inc., Rosem+lunt, Minnesota (installation, B M freight tax not, 616 8 included Vinyl Push 01ates Ida 11cloth Two color' and ratterns of specially designed Wallcloth-43.90/ only vinyl wallcloth as distribliteci by Country yd, Paste #6 3068-4 Builders, Inc. See sheet D -I for location;>r- gal. Mtrl. only, only r- F34R7_1Ac_ ,e04CS ACF- oxG rcP_c_> A GAArtc.0 ,�A: 4'f -1F0 (install. frei,;ht Butts PcC YAeO #VIL L- 6ELADL-F_a Foo c- r -r -JG a ym&A43r_ . & t a x n o t i nc l d ) SC !�o Iee�u�c�s WIC.` NF_ AAAr7a A? X Rtrrti��y .MW>2.C1,9L. Privacy Locks Drapery arid Specially designed drapery ar;c' heavy duty 7114`l4.0o Rods Kirsch rods as di` tributgd by Cuuotry Bidrs., X ASA 406PA Rosemount, Mi,inesota 4 only Hinrle Strap 509H only, install. M 2 only freight & tax n:,t 510Hu incic!ded) Lightiny Specially designed lighting fixtures type A, 4O6PA Fixtures 81 84, C, D as distrib. by County Bldrs, Inc 82-1318O'0.00 10OL- Closers or Winona Studio of Lighting, Winona, Minn. $2132.90 M'.-rl. ' Grout, 4 only. (instc 11, Doc r freight & tax not W x ISI RH W x M ued '¢;oor Specially designed door plaques as distr.ib. Butts Plaques by Country Builders, Inc., Rosemount, Minn. t9O.00 material 2 only Install with hot glue on doors as shown on D-1 only Decor Install decor items furnished by equipment 1 only Package supplier per decor drawings furnished to M 4 SC Genoral Contractor. Latchset Heating & Bryant units with Controls as Distrib. by 82-iCLz!-" .00 Air Cond. Bryant Air Cond., 2302 E. Hennepin, Mpls., 100L --525^Z_1400 mat - Unit Minn. 55413 Tele. 612--331-'1412 erial only fob Closer 4033 jGbsite(vsrifyx.tax I 1 only not. included) Make-up Rupp Maks-up air unit ,neater as distributed Do a Hrter �by John Morgan Co., 2850 Metro Drive, Mpls., Material only, 3868-4 Minn. 55413 Tele. 612-854-8511 frit jobsite W x M LH (verify) tax not. S 1;, pair included) Electric above SC Reheat Coil Coil and controls as specified. Unit as 1130.00 x distributed by Parker Sales, 4660 W. 77th Matarial only, 3068-4 St., Mpls., Minn. 55435 fob jobsite (ver- I 1 only ify) (;.ax not incl.) = Central Central vac system as distributed by Country r�oo.ex:>-aZ_ Vac Builders, Rosemount, Blinn. 55068 '�Ic?�3�-0� TOO -L Door -�F!T_ SHr_E•:T- F-1 POO AAA-�'LItiAL. I_IQi•T A411S rNS7"AL/.•4Tro1J)Mg ,jobsite tax not 1� pair Butts included MUP0V41=��a t�1O'1•I w ��T1O�1 OP \C: :�A 1 NAC�VANGL `9'� "TM!- A��.0 s�r�►G �rTa,C�T' -U;' Cyte 080PD Ply, x ASA I 2 only Surface Dolts 453E 8" T 1lE ti. {Z1=F @! �.1T�lT1 V TO MAk:.'fa 7"r-5-TAW_7V -UP W I LL.. 1 only Threshold Btu. AC?C7� r►J TF>11 1 � V�C�_ c�0►`1`I'k _ \'S 2'C�F- � r.JS 1 �� F{ VA G Pkt Gam- - Sweep T� �� Tc�,. A f�•1"cJ�1�1C-r� i ��r pa N ELE.� �• k.�l c:r ( AQ.J T� R 1 set Weatherstrip DS75 1-4411 2-84" R 1 only Stogy 447PA r C%C_X ALL G N ,, N cS►- L- Mir T "c'> U -T NOT ► � �.._ . V E It l F I C -_A,' I n t,� c -n. t= F- IF- I AAA Y B I � f--- B `r- �Q L c_. I 4116H HARDWARE SCHEDULE FOR67 Croupt=1 Door "I and #2 '3070-4 A x A HARDWARE All hardware by door manufacturer #� I (A 150LU ,'I!_L,Y 00 L,0C_ V. FOR DCCre- ) Grou• #2i, Group Door 3 3068-4 W x M DA Al 1 only Floor Closer #30 28 M 2 only Hinge Strap 509H 8 M 1 only Hir)ye 'jtrap 510H B M 1 only tush Plate 616 8 Group '3 only Push 01ates Door r 5 3068-4 Li x M RHDoor only Pulls THE QU- LITY OF THE ORIGINAL. #6 3068-4 W x M LH M 4 only S 3 pair Butts Fbb179 4� x 4� SC 2 only Privacy Locks A40S Clar. X 2 3/4 I 2 only Stops X ASA 406PA M 4 only Hinrle Strap 509H M 2 only Hinge Strap 510Hu I 1 only Stops (flor: 4O6PA 3058-4 L 2 only Closers 4033 Group 4 ' Grout, 4 Doc r 8 3068-4 W x ISI RH W x M DA S 1 pair Butts 88179 4� x 4+ M 2 only Hinge Strap 509H only M 1 only Hinge Strap 510H M 4 SC i only Latchset A10S Clar, x M 2 only HingQ 2 3/4 x ASA 510H L 1 only Closer 4033 Plates I 1 only Stop 406PA Stops Group -''5 5roup #5 Door #6 3868-4 Door IN 1066-4 W x M LH S 1;, pair Hutts 17179 4J x 4+ above SC 1 only L.ockset A73PD Clar. x Door #9 3068-4 2 3/4 x ASA 406�,PA LH Same I 1 only Stop Group #6 Door #9 3868-4 M x M LH T 1� pair Butts TBB179 4� x 4+ EIRP SC 1 only Lockset 080PD Ply, x ASA I 2 only Surface Dolts 453E 8" R 1 only Threshold S239A 31•-8" R 1 only Sweep A377 3"-811 R 1 set Weatherstrip DS75 1-4411 2-84" R 1 only Stogy 447PA L 1 only Closer 4116H (.',roup //7 Door , 4 3068-4 W x M ?H T 1� pair. Butts TB8179 4� x 4� L 1 only Closer 403: H 1 only Pull 200J x 5�P M P_ onlv Hinge Strap 50�IH M 1 only Hinge Strap 5igH M 1 only Push 616 I 1 only Stop 406PA Group 8 Door 10 3068-4 M x M LH T 1� pair Butts BB17S 41, x 4� NRP PC D 1 only Dietex 230H x rim cylinder L 1 only Closer 4116H R 1 only Threshold S239A 3'-0" R 1 only Sweep A377 3'-0" R 1 only Weatherstrip DS75 1-36" 2-84" HARDWARE SCHEDULE FOR 100-L I A'1' Group '1 Same as Group 1 above Group Door #3 3068-4 W x M RH #4 3068-4 W x M RH NOTE: IF THIS MICROFILMED ►-- 2 3 4 5 S 3 pair Butts DRAWING IS LESS CLEAR THAN FBB179 4; x 4+ M 2 only Push 01ates 616H M 2 only Pulls THE QU- LITY OF THE ORIGINAL. 50611 M 4 only Hinge Straps 509H M 2 only Hinge Straps 510H 91 51 bl E:I (71 1 CI h LI 9 I 2 only Stops 406PA rllllul�lNIIIIII�I111I1111111uIINI�IIIIIIIII�NIlII111�IIIlIIIIIIIIIIII!Il�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111IIIII�IIIIIIIII�IIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIII L 2 only Closers 4033 Gro 3 91990 Door #6 3058-4 Id x M LH Same as Group 5 above Group 4 Door 97 3068-4 W x M DA #5 3068-4 W x M DA 91 2 only Closers r:30 M 4 only Hinge Straps 509H M 2 only HingQ Straps 510H M 2 only Push Plates 616H I 2 only Stops 406PA 5roup #5 Door #6 3868-4 M M LH Same Group 6 x as above Group. ;t Door #9 3068-4 M x M LH Same as Group R above 4 1 I A'1' 40 1,!. - 42-'3 -11-71 1 t „�...x., MMWIM'MYYtM!➢,M•,: rnM.MtlM�'�+- - nrMr.v.!IMMNR•ItsW �iUttlY+W..e«: w,. .�.•, .. •,.-.....,.._� ....+q�y.�„+... �, a 111 1!11111 i11I11 1 1111111IIIII111111111111111IIIIIIIIi1�1II�lIlIlI1IlIIIIIIIIr111I111I1111111111111111111IItII1111111IIIlI1111111IIIlIIIIIIIIIIIII111IIIIIIIIIIIIIIIIIIIIIIIIIIIII111Illlllll •. _.-_. ,. NOTE: IF THIS MICROFILMED ►-- 2 3 4 5 6 7 8 9 -� 1,0 11 12 DRAWING IS LESS CLEAR THAN �- - ----- ------ --- --- - ___,_� THIS NOTICE, IT IS DUE TO THE QU- LITY OF THE ORIGINAL. :24 DRAW ]NG. - OE b 6Z 9Z LZ 9Z SZ Z EZ ZZ 12 OZ 61 HI 11 91 51 bl E:I (71 1 CI h LI 9 5 b E t' I """" rllllul�lNIIIIII�I111I1111111uIINI�IIIIIIIII�NIlII111�IIIlIIIIIIIIIIII!Il�IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII1111IIIII�IIIIIIIII�IIIIIIIIIIIIIIIIIIiIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIIII I9 IIIIIIIIIIII�IIIIIIIII�I�IIAIWIllll1111111111�IIIlII111I111lIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIiIIIIIIIlIll11 MAY 91990 1D 622 B 28 Alum. 10 B 8 622 Alum. 2E 1D 622 28 PC 260 2C Alum. Alum. Alum. 28 Alum. 1D Alum. 8® B 8 28 Alum. Alum. Alum. Alum. BD 13 B 2B Alum. � r - rat I � r � �r 0 Z O All:� N = Y 00 Q d hwt.wi Oct 0 W ;Nr NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR CHAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THF ORIGINAL DRAWING. IItlilrltltlFltltlt'�I�I�I�ItItI�ItIIIIIIIIIIItI�IIIIItII�IIIItIIItIIItItItIII��tIIIIIIIII�IIItIIIIIIItItIIIIIIIIIIIIIlI111I111aIIlIIItItItl ItItItI�I�I�ItltltlIltltltliltltl�Itltltl�Iiltl��t 4.. I 2 ..__ 3_--.. 4---------5 F 7 8 9 1,0 11 12 OE 62 Be LZ 92 SZ 00 EZ ZZ I< 0(7 61 91 LI 91 51 bl EI ZI II 01 6 9 L 9I�. fS b �ntlnnLnt�uttltnt�unlun�nulun�HuIInllnulullllullnllln11111nitNllnit�!It!11111IIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIII1111I1!11IIIII�IIIIItuIIttIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIlIl111�IIIlI1111IIIIlIWIIIIII�JlllI111lWIlIl111UIll�IIIIIUII�IIIIJIlIIIIIIIIIIIIIIIIIIIUIIIII MAY 14 11990 c .� c m __ y,■e.'. - �--. - JJr1-W:. .�-..,.�.s ter. jMqCTJIiAL NU: _.'. �W r LIQ RAL (�'+r✓S LL BOAV S AL1. CGHFOPH TO U,S.C. STANDARD NO. 47.10-•700 2. GYPSUM WALL HOARE), '.l,it,ATHING BUARD SAALL BE APPLIED WITH STAGGERED ENID JOINTS AND �' rr' UIUD AS PIER SPECT ICATIONb AND STRUCTURAL NAILIW SCHEDULE Anor.......... •+�M�•......•,.�.r•.•s•�ts��••• 25 LBS. PER SQ. FT. WINO........•.�•.••t•ir....•....•.•.••••..••.... U.B.C. BASIC 25 L�c'.i. PER 5i�, FT .',: FR M y Ei.t3.C. ZONE II � 1.i.L rRAN14G LC;rI°ER SHALL ESE DUUG044 FIR UR L.ArtCH GRA►7EU TO 14170 aTAOpARI) GRADING i .....:. --. REJLE5 #16 FOR I,L jl CUAST LUMBO. FAUNDAriaNb A. STRUC1UVrA I IGHT FRAI"T% #2 Fb�1450 PSI .''' --•.,._ 1. FOUNDATION SIZES ARE BASED ON A TOTAL LOAD BLARING, SOIL, PRESSURL OF 2,000 LEIS. PER`, B. LIGHT FRAMING & STUDS -- CONSTRUCTION Fb=1050 PSI SQ. FT.. C. STRUCTURAL JOISTS & PLANKS -#2 Fb=1 � '� a0 P51 2. FO'INOATION ELEVATIONS 6HUWN ARE Tu BOTTOM OF FOOTINGS AND ARE BASIC BIO ELEVATIONS. 0. PEAK & STRINGERS - SEL'�.CT STRUCTURAL Fb.1600 PSI 3. ALL FOOTINGS SHALL BE FOUNLIED ON FIRM UNDISTURBED ORIGINAL. SOIL. E. POSIS TIMBERS " &ELECT STRUCTURAL Fb=1SUO PSI ' 4. ALL FOOTINGS SHALL BE A MINIMUM OF 2'-O" BELOW FINAL GRADIS OR 1'-U" BELOW 2. ALL MEMBERS 3X OR LESS (LEAST 01MENSION) SHALL BE KILN-tC,RIED. a' LXI5TING GRADL WHICHEVER IS LOWER. 3. PROVIDE SOLID BLOCKING (SAME DEPTH OF MEMBER)AT ALL PFINTS OF BEARING AND 1 X 4 5. ALL DISTUIRBED SOIL SHALL LIE REMOVED BY HAND OPERATION FROM FOOTING EXCAVATION TO 6PIDG1NG 6i.:1 --U11 D.C. MAXIMUM, , NEAT LINLS. 4. ALL PLATES AND LEDGERS IN CONTACT 'W11H CONCRETE 10 MAA' ONRY SHALL bF PRESSURE TREATED. 6. BOTTOM OF FOOTINGS SHALL BE STEPPED FROM ELEVATION TO ELEVATION AT l' -C1" HORIZO%TAL 5. DUUHLE ALL JOISTS UNDER ALL PARALLLI )ANTI"IIONS. TO 1'-0" VERTICAL STEPS OR SHALL 8E SLLiPLD NOT TO EXCEED 1 VERTICAL. TO 4 6. FUH NAILING SEE 501E DULE AND DRAWINGS, � HORIZONTAL WHEN APPP,OVED BY THE ENGINEER. Pl1(WQOO 5t1EaTHING � •L�== Cp `��N 1. ALL PLYWOOD SI,CATHING SMALL bE: INTERIOR 'b11TH EXTERIOR G01E MAMUFACTUPED IN 1. ALL CONCRETE SHALL. DEVLLUP A MINIMUM 26 DAY LABORAIL)HY CURED COMPRESSIVE CYLINDER ACCORDANCE WITH UNITED STATES COMPIERIGAL, STAMDARDS L545•-60 AND U.80C. 25°-9-70. S'iRENGTH OF 3,000 P.S.I. PL.11!: 15% FOR FOUNDATIUNS A. ROOC SHEATHING - 5/6" INDEX 42/20 3,750 N.S.I. PLUS 15% FOR INTERIOR SLAHS 6. 'JALL SHEATHING - S/El" INDEX 42X20 4,000 P.S.R. PLUS 15% FUR EXTLHIOR WALKS 2 PLYWOOD SHEATHING SHALL BE LAID WITH END :JOINTS STAGGERED. 2. A MINIMrHr OF' 3 CONCRLTE TEST I_YI,,INDER5 SHALL. BE PROVIDED F04 EACH DAYS POLiR OR 3. NAIL A5 PER SCHEDULE AND DRAWINGS. 100 CU. VARD5 OF EACH CUQCRETE STRENGTH. CYLINDERS SHALL HF TESTED AS FOLLOWS: 1 4 1 DAYS; 2 6 28 DAYS, GENERAL 3. CONCRETE., FORMS, MIXING, PLACING AND CURING SHALL CONFORM TO NCI MANUAL OF 1. GI tut RAL CONTRACTUR SHALL VERIFY ALL DIMENSIONS AND CUIIDITIONS (INL .,UOING OPLNINCA) CONCRETE PRACTICE, 1972 EDITIUN ANn SPECIFICATIONS. W!ttl ARCHITECYURAL, MECHANICAL AND ELECTRICAL EDRAWINGS. 4. AT AREAS OF DEPRESSIONS FOR SLABS AND BEAMS, PROVTDE MINIMUM TriICKNESS cr' DEPIH AS 2. SHUT' DRAWINCS SHALL BE REQUIRED ON REINFORCING STEEL, STRUCTURAL STEEL, PRE -CAST FOR ADJACENT AREAS UNLESS OTHERWISE SHOWN. CI:iP,(.RE.TE MEMBERS AND SHALL BE REVIEWED PRIOP TO FABRICt1TION. 3. Tt;', STRUCTURE SHALL, BE ADEQUATELY BRACED FOR WIND OR EARTHQUAKE FORCES UNTIL THE ---"---p A 1 ""! 8144 _ W WALL UIVIT`,S HAVE � L.LN 1='ziRPgHyE:NT'L'I� ATTACff,- T�1E,A T.O. ""'" ""- 1. Ll CONCRETE FOR PRE -CAST CONCRE'TL UNITS SHALL BE NORMAL WEIGHT AGGREGATE CONLRETE --- WIT+1 A MINIMUM 28 DAY LABORATORY CURED COMPRESSIVE CYLINDER STRENGTH OF' 5,Oi10 PS:. NAILING AND CCNNECTION SCHEDULE 2. PIRESTWESS CONCRETE HOLLOW SLAB UNITS SHALL HE MANUFACTURED BY "EMPIRE PRESTRESS MINIMUM NUMBER OF PAILS FOR WOOD MEMBERS CONCRETE CO." OR APPROVED TO THE DIMENSIONS AND REINFORCING AS 50OWN ON THE ( Ej gfi_NgjQ ora DE,AWkfi3 DRAWINGS. QjNEc r I ON CMON A. UNITS SHALL HAVE FORM FINISH. "-m-aw '--- . B. SEAL. THE. BOTTOM Of' ALL SIDE JOINTS TO PREVENT LEAKAGE. STUCS TO PLATES - END NAIL 2„16,0 C. PROVIU4 RIGID NON-ARSORBINA END VOID CLOSURES. -TOE NAIL ' 4-100 D. GROUT ALL 'JOINTS BETWEEN UNITS WITH NUN -SHRINKING RIGH BOND CEMENT GROUT. TOP PLATES & BOTTOM PLATES - SPIKE TLIUL;HLR 16d R '12" D.C. �P- IK- .' IIEG Sr,T .:L - LAP & INTERSECTIONS 4-16d 1. t_ REINFORCINIy STEEL FOR CONCRETE SHALL CUNrORM TO U.B.C. STANDARDS NO. 26-7 AND FLUOR JOISTS(NOGF JOISTS) AS,'A A615 GRADE 4G. CEILING -TO PLATES OR BEAMS -TOE NAIL 2-16d 2. ALL WEWED REINFORCING STEEL, METAL INSERTS AND CONNECTIONS SHALL CONFORM TO BLOCKING TO PLATE - TOE NAIL 2610d U.B.C. STANDARD NO. 26-16. BLOCKING TO JOISTS - EACH END 1-10d ' 3. REINFORCING(MINIMUM UNLESS OTHERWISE SHOWN ON PLANS)- BRIDGING 'r0 JOISTS 2-10d A. PLACE 2-#5 CONTINUOUS AT BOTTOM, TOP AND AT DISCONTINUOUS ENDS OF ALL CORNER STUDS led 0 15" FOUNDATIONS AND WALLS. 2X LAMINATED;BEAMS 16d • 24 r & d STAGGERED B. PLACE 2'-0" X 20-0' BARS AT CORNERS AND INTERSECTIUNS FOR WALLS AND FOUNDATIONS PLYWOL10 EOIJAL 114 SIZE AND NUMBER TO HORIZONTAL REINFORCING. POOF SHEATHING - i/H" C. PLACE #4 BENT DOWELS 1'-0" X 2'-0" 6 18" O.C. FOR EXTERIOR WALL TO SLAB CONNECTION. ® EDGES OF EACH SHEZT � I3!OCK:NG 9 WALLS 10d i 6" O.C. 4. ALJ WELDED WIRE FABRIC SHALL CONFORM TO ASTM SPECIFICATION A-185-70. 0 INTERIOR 4F EACH SHEET lad N 8" D.C. A. ALL WIRE FABRIC SHALL BE SUPPLIED AND LAYED IN FLAT SHEETS. WALL SHEATHING - 5/4" 0 EDGES 10d N 5" 0 . C . tS INTERIOR Or SHEETS 10d 0 8" O.C. • GYPSUM WAL'. SOW 6d COOLER MAILS 0 ALL STUDS, TOP & BOTTOM PLATES do BLUCXING 7" B.C. .... At 1.. „-Z_ tom. .y.ir.r.•�,:.. . �../r�ik� « t :.i• +i� J r'Ce- ' Tr S. ALL K�NFORCING [ECL1 SHAL1 D£ T61LED, FABRICATED AND PLACED IN ACCORDANCE WITI� ACI AILING MA UAL 3'IS-65. A. ALL REINFORCING STEEL SHALL GE ACCURATELY AND SECURELY PLACED. 8. REIT FORCING SHALL NOT BE BENT OR DISPLACED FOR THE CONVENIENCE OF OTHER TRADES UNLESS APPROVED BY THE STRUCTURAL ENGINEER. OTHS WOOD COINNECTIONS C. MINIMUM CONCkETF. LOVER FROM SURFACES SHALL BE: F'!;,ILb TO UNIT MASONRY WALLS - 5/8" 12" M.B. N EACH VERTICAL GROUTED CORE. ��` 3" + " TO BOTTOM OF' FOOTING n n n n n ,r "? LFND HOLES TO LAG THREADS - 0 LAG 3/8 0; 5/e 0 = p, 3114" 0 = 5/8 A. ?" + }" TO EARTH FACE OF WALL SOA; THREADS AND INSTALL WITH WRENCH ONLY. 1" + }" TO INSIDE FACE OF WALL CONNECT ALL BEAMS AND JOISTS WITH SIMPSON HANGERS TO DEVELOP STREEIIGTH OF MEPOERS.�- CENTER OF SLAPS ON GRADE D. ELECTRICAL CONDUIT SHALL BE PLACED NEAR CENTER OF SLAB. E. LAP ALL BARS A MINIMUM OF 36 DIA19ETERS EXCEPT AS OTHERWISE NOTED. ,SIR1C-TIJRAL S1 EEL AND MISCELLANEOUS IRON 1. ALL STEEL SHALL CONFORM TO ASTM A -36-70a ANC TO U.E." . STANDARD NO. 27- 1- i':'l. 2. ALL FABRICATION, ERECTION AND IDENTIFICATION OF STRUCP_IRAL STEEL SHALL CONFORM TO RISC SPECIFICATIONS AND U,.B.C. STANDAR© NO. 27-2. 3, ALL WELDINr SHAI.L CONFORM TO AWS SPECIFICATIONS AND U.B.C. STANDARDS IVU. :-!7-I --?C]• A. ALL WEI ")ERS SHALL BE CERTIFIED UNTJER AWS SPEZIFICATIONS. 4. SHEAR CONNC.CTORS SHALL, CONFORM TO U.B.C. STANDARD NO. 27-R-70. S. ALL MEMBERS SHALL BE CONNECTED WITH SEMI -FINISHED MACHINE BOLTS UNLESS SHOWN ON PLANS. 6. ALL COLA FORM MEMEERS, MATERIAL AND FABRICATION SHALL CONFORM TO U.B.C. STANDARD NO. 27-9-70. gmg,y 1. ALL HOLLOW CONCRETE MASONRY UNITS SHALL et- HALF SAND+ HALM PUMICE OR EXPANDED SHALT GRADE A, 1,000 PSI 2 -CELL. UNITS CE)NFGRMlNl:; TO I1.ti.C. STANVARD NO. 24-4 AND ASTM C90. 2. ALL BUILDING BRICK UNITS SHALL BE 2500 PSI UNITS CONFuLMING TO U.B.C. 3TANDAIID NO. 24-1 GRADE Mid. 30 (TROUT FOR ALL REINFORCED BRICK AND UNIT HOLLOW MASONRY hlAl_LS SHALL BE 3/8" AGGREGATE CONCRETE WITH A 2F DAY STRENGTH OF 3001 PSI 1,!1TH INTRUSION AIC ADMIXTURE EXPANDER APPLIED FOUR OUNCES PER SACK OF CEMENT. SUMP SHALL 13E 7 TO 8 INCHES. 4. ALL MORTAR FOR REINFORCED MASONRY SHALL. BE U.B.C. T,%, E "S' Ienn PSI COMPRESSIVE STRENGTH AT 28 DAYS WITH THE FOLLOWING PROPORTION`:: CEMENT - 1 PART LIME - 3/4 PART MAXIMUM SAND 4 PARTS MAXIMUM POiZULAN - 1/S PART MAXIMUM AS REQUIRED { 5. ALL MORTAR SHALL BE: MIXED BY MECH9NICAL MEANS :IND PROPORTIONED BY ACCURATE FriEASUREMENT. SHOVEL MEASUREMENT WILL NOT BF AL.LOuIED. F. TESTS - SEE SPECIFICATIONS A. ONE MORTAR TEST, ONE GROUT TEST AND ONE PRISON ItST SHALL BE TAKEN BY AN 'A BY AN INDEPENDENT TESTING COMPANY FOR EACH 2000 SQ. FT. OF WALL AREA. � 7. ALL REINFORCING FOR MASOEI:RY WALLS SHALL BE GRADE 40 CONFORM1NG TO ALL PROVISIONS OF CONCREII REINFORCING SECTION ABOVE. • S. EXCEPT AS UrHERWISE SHOWN REYNFORCF ALL MASONRY WALLS WITH TH FOLLOWING MINIMUM: 6" CMU -44 ® 48 O.C. VERTICAL. 0 CENTER OF GROUTED VOIDS. j4t5 0 4n Q.C. VERTICAL 6 CENTER OF GROUTED VOIDS ry E-" HORIZONTAL IN BOND BEAMS AT 41-0" O.C. 1 8" CMU - #S V 46O .C. VERTICAL 8 CENTER OF GROUTED VOIDS ' 2 -05 -HORIZONTAL IN 130NO BEAMS AT 0••0" O.C. 9. EXCEPT AS ll HfiF•WISE SHOIfA REINFORCE AROUND ALL OPENINGS WITH 2411 HORIZONTAL AT HEAD BY OPENW: + 0-0" AND 1-45 VERTICAL AT EACH JAMB BY OPENING BY 0-0". r' '10. EXCEPT A5 OTHiiWISE SHOWN DOWEL ALL MASONRY WALLS TO FOUNDATION WALLS WITH 1-#5 DOWEL X 31-0 • EACH VERTICAL WALL BAR EMBEOCIED 1'-6" INTO CONCRETE. - 11. LAP ALL BARS A MINIMUM OF 36 DIAMETERS EXCEPT AS OTHERWISE SHOWN. n' 12. PROVIDE 2'-0" X 21-0" BARS AT ALL CORNERS AND INTERSECTIONS FOR ALL WALLS EQUAL " IN SIZE AHD WJMBER TO HORIZ(NNTAL REINFORCING. NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR CHAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THF ORIGINAL DRAWING. IItlilrltltlFltltlt'�I�I�I�ItItI�ItIIIIIIIIIIItI�IIIIItII�IIIItIIItIIItItItIII��tIIIIIIIII�IIItIIIIIIItItIIIIIIIIIIIIIlI111I111aIIlIIItItItl ItItItI�I�I�ItltltlIltltltliltltl�Itltltl�Iiltl��t 4.. I 2 ..__ 3_--.. 4---------5 F 7 8 9 1,0 11 12 OE 62 Be LZ 92 SZ 00 EZ ZZ I< 0(7 61 91 LI 91 51 bl EI ZI II 01 6 9 L 9I�. fS b �ntlnnLnt�uttltnt�unlun�nulun�HuIInllnulullllullnllln11111nitNllnit�!It!11111IIIIIIIIIIIIIIIIII!IIIIIIIIIIIIIIIIIIIIII1111I1!11IIIII�IIIIItuIIttIIIIIIIIIIIIIIIILIIIIIIIIIIIIIIlIl111�IIIlI1111IIIIlIWIIIIII�JlllI111lWIlIl111UIll�IIIIIUII�IIIIJIlIIIIIIIIIIIIIIIIIIIUIIIII MAY 14 11990 c .� c m __ y,■e.'. - �--. - JJr1-W:. .�-..,.�.s ter. O IV f Z. I /O I ZI ' q !/ / / '� 9 ' 4 S/ '(r " 1 9 ir 410 ` ---••,Ili- � rl --� I� I �A j0 •• 1 , !!s' K x IT V, /0?_0 • � � c'<Nr�eA� v,a� ' G c�.l; iC7VO or. 4. N .� !o'C~ !oma B" I�O/ AsA 3i1 1000(_ 4 1 J� G a b• I d �G.P , s>c•,u , — - . _ + gone, c��t�• .ac. w.�euva/�I�lG { ff G-4- sem: i-/ I -- --- 1 I S Y L TENT': E' E 3Y/Er'T •/I '9 cr.,4rNA ( Ya C_ iAm r - pi 7L 7` �' i NF02M /lT/SII Q TIVE.R �f & T ® j ____— f d —Tr 3 ,ro —1—_ c: E,vrrLA (_ VAC_ .4 F. C. N0TA7'10A1 . JL>,+CA17ff 70 + •� IIt . ----------- ` I FItL GCLL$ O� CaLG+tiTC iG I tr/plc..7�rp I GLra. 7 7>E CIrrro. !� FTd. 7"U bio. Y27i� f/ rr/us ARls C6w/7E� I Nt A� o� Ql.�M, i.1JWr1 L oR' LOLtJsr,n/ Q �(i' `Ih .-/,1/1r3 0� cnuG. �}'cijZ AM) IDhJAL IeEINF: � f Iatr c 1r . w�ru 5 Mtwe� V � I L -.21 ��_ _ — — - — _� _ -- ...._�_ _ _-- r .may � / / •� FZ)C -r/NG AND FOUNDATIO,\J PLAN -f, -, o„ NO` S so/sr !!<,>fAQivG PCEssup-& is 4ssutili•� Z,•�aiv s, F. /N CAst O/w INOrl wy Ct�c�A/r�V K/TC NE�i � � r 0 ,II: s c \ sE-E rY'Pli-A" WALL.. ,, ,• I.� '9 " CGk/C • FL CaC1� 16G t+t! i3 ' c.'ka vC . t9LL1C.t S L' G,T I O NZ u _ SoNt, ISpA.N� H�t�NrS i aS�. dS i i lU 4 ('Ga1�C% QL.00�k' - r Lon A*iu"+r s _ ev W/ rAl CrAC a � 5. c v,. vv.1,or r,�,,/V.c. W/ »v I - 4P B' AViD r ?,p of F rd . rt�r r' ,rr�.. r "�•r■� - asv.,r(J / . ! 6 D94UA/1 4711AOW. 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ROSEUIO �� CJ OF 7 W a (n I it `w' <t OR I I Q �.,r.. ++�...+.+.r...... . may. ....y�.y,y�. may, .. .. ... ...+vr ...• . r a ..n.., » w. ..-r.rra qp+.. err,wn•nn..•M ....wn., ...,q.t-.y.....y...,,..........., asw.ppw rs.+A+� ,. III III 111 111 III 111 III ilil�li�Illlllllill�IIIIIII�IIIIIIiIIii.IIIIIIIIIII I III I,1 111 111 1•1*I 11111 III III 11t 111 111 III III III III III III III 1 1 1 1 1 1 1 '�� •r 111 III 111 111 ilt 111 � �2 3 4 5 6 7 8 9 I0 I I 12` u NOTE : IF THIS MICROFILMED ► �.--- -..---..-.--------_--.----- r� _ .. _...... .__ . DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING. 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AS E' AF c3I J,P—„ SRA.16 54,2 E:L F -VA -r/ O7 4 A.r WATER-' CLOSE-' .JAMS VEIN MULLIOM DOOR -JAMB e YE/2T. MULL,JOA.. I�4IV WFC-' t�':'1' .S'4 c^"""T„•� wI — 1 1111 Plow I I f*44 (,_ , gM� ti o/z I •. -r& rk L ,U I avF_ vivo 1.1 7T3 l- r C'rl r/ay L a -Y L S ...J j' NO 00 � r VI - - — ► N ELE V. N I � e7 w 2 n III .o as ... im aEA til SL/OE.S FY. A N Z �/z ,X vy ,• a O O fJNGLES WCL��G e,41 )>.-4r4 N/rAw /.�" &oLT5 3 c.:-�5,r-t't�, O 3: CL sn W W K O W S , G (( •• ,JFa,ti c . N u T 4 trF.J.1D AT 4 OF- cl'�1 �b5✓ c3 RP_ t:_ U 1 k t--S� a 4 "x 4" x S• 3/84' W 8 SUPPORT- ANGLE ; I ' rjlr�4 N - -- s" I i � w EtiD � 5•JD � PLS; l`J ��;rr !T aI IF //Z X a v'L3 'r /%4 " _j HUF_ KI -vz" lo BOLTt (de-E'E6/UI&A:4) � 8/ P057' SNaFs J � -- _ N " f-,'HE,E'Gs,v1�' /,cJsu�,•/ T/c7,V i � r \ to t[ C•.. 4 L-ti/A/G 2� A(.O AJ7- G � M - ,gNCuJorr X11,p/ems ` /FIs I�iQ • SiOr'S ! 1% iz x ® r6k'5)/r r0/ s rs /�. d o. a . MIr^EIRd 0 PC r -V7-, Ci4LuCF- /S T/� /r 04/4-y f " Co,t/e . 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M m — -- /,UTw7,1 T� In a ` WOTGH Tµ1: Tis A L - 0W ! ►-- -r - Q I NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY C' THE ORIGINAL DRAWING. 1 01 R--a.LT, d � O F txxa rt •� w , ►J G -s - - ----I in� S -x 3//I-•• / G//V" AA/GLF_54/0N(--. bw woo r" 4o "w //4'' /t 9'./ Rr,PTE.- EGO N/ELDE'L: 7 )46r,4Ft' a - - - .dLUM. Oc'vk yr FG1ME �I rc6 i/NEC 4S s• -`EI' r-,ZWHfivG dcVva n/v, c, - z I �¢ PASS THRU WINDOW / DOOR r:> - 9 I g g � 4704tT Y T//-,- V- ao&. r\ ©v ao,vc. 3 ,5 ` Fox TzE�u/� " 4 jw%q , =:•-;_ ..: A. . O/t/i.yE� C, S. a7?�i 1 t - - N N � SER W w - ALUM . ZDOO,C" 6rJ. F �� U. 1 - D H P T n'1Ia O ST tip, lu 1 -"- __ �•-- ---- � 9�' Ire„ / 1/141( r7 REG Z ` /"K /dSt" woeac src z / P 3 z FtAvole d eAftf sF-CT/ON A ,A /X ' v xVg ,v4s C 4 •• EAG' !�� Td ,'%b1!' �-,c or nn) LL Ise 410p 10'4e 0 0 a �S � � -1 + " .. AJC, ' ... � z'Y,MMge�tlea*t^Aelknv'.I�t�nFR�Mw_....:..n.H YaeiFt",ns:arrrcr+ax..°�swp.�arwt �/�� '' .. 1.,1{�••�.. 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I --VC Pine (101 -('II lengthgt tUQI CV -77 2 strand low voltage wire 1 CV -90A Pipe Sealer d VC -606 Pipe Cot, ) ingg 2 CV -722.A ! xtra Di ,posablr- Bags (Package) Y M 4111 V V-fA I FIRE �X1"II�.1�-rU15HE!` 51JF'PLIEJ �NALL Sur=7oL`l LAirrSGL'!: � INpIGgT1NCs T}•IE 1DCNTIFICAT1oNS QF THE MANLJriL P1SLl_S - WATF-Z MP -Me STO R A.GE xez 511, G - 39 FUMY CCw»+L V4G DUCT P. (.W/ T Al - --- LONDIMR,;+T BARRtLi 33-16 OF OIAaC-NAL. SHADED ARCA TO 1-IAVE ARRA►IVC C- 4:2ka.JAPgY TILE � I � kLt+.c- a1C-44t- oe Pro NE[ -5 R IVC Ij 11'4v 3? � CA), LL — I c , uE D � +t Pum "I i P ISKIII SPEC. if I rA" lams pY- . ' - ;`: � ITEM 1 DES_CRIPTIoN ELECTRICAL PLUMBING VENT _ • To protact tl'wr plenci;, Irxhaual# •tglc>�o Pr y+ars, 8111! +6 Butner 1C +�1r' NO • LSU M U D� L M-FQ. EQUIPMENT _------- VI.T. — K W H.P. N CW HW W 5T Gri�_'BTU CFM 5, Z E AMP -- - - • I° 'tvolbls ink and rgM� %*,.sanual aontl>*1e Provide :iv*ha�njg01- ih�rt i Xr �` I 7� xrjt". ' Nod -LAKE WALK - IN FREEZER _ �s I SO 2 i2'r 3/4 r v. _ "'`� 1 lilnoul 01111 Radwl 30. Nook. -up to be, b plumbi,rr4 contractor'- _ y i ," x luso. '1N01% - LAKs WALK- i N COOLER _ -- - �,� 1 -56 1 /_. ice'' _ 4"1- °. — -- - �. 1 AM // Nc3OARTOr6Hv1.ASHEfi 1 - - q T! protect the plenup oxhaust stook , til griddles and onto 66argrill, use 0 ftii di' 1 -- — zap 3 �o g 4 1 G -IS H ATGQ BOOS TER I�EATMR 4 tem+ I>�I ate manual contsal, providl� mschatnical Outer, it" a valve. Annul 101 *404 � - --- - --- �k-•up to be by pluabing cahtractl;llr. 4 � � � � x c, uM>"° � r.�aLe- 7v P. _ 0 1 ss -150- 15-8 IN-S1NK-ERA70A DtSP0SEti 206 . 4•%:. 12 ,�'' 'fit' � , n - - - '" w Furnish andinstall one iB# dry chemical with bracket on wall mounted with b"s 341 Dove P� 7 SE c,'s7-'M — _ �- E,��,;a nIsl�Tar3LFs ,ti, 3HHLV stop 'fire ,C 330. LOT — MAINLINE A�5oRTEL) L — ... u -•^ t3 SBtO �Nt �/1NG Ali:...». 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LAYOUT PLA INJ ys ", , ' o • I 1 7•r'1 f+ZMa 3 T^7 t 72 "' a TS 2007-A, Q .- Asp - 3 •SA /L � F .y __ -- r ' :5 TA7r / LOGA7'/ON L LN.M" ASIONE DIML_ OW PA Y PWA&.ex C - /Z 3i rIVAS 314 // C. 7d> cE//./avaS I PA C L 01.4W A W BR /AI at_ si.t rit.< 00 #-*Zi«0 I K f r9a a.L d • 7' • ; A T wa,4 d/ ' so Fnw VU six P a L. i - •L r! 4 sr too A A c4/1 roW E'.od.N JAW i " 4LO4/O vi r --------•-- .---_ -. /tat e. rt t• - - � I r I CA�aaa�T- /F 11 1 L/600 A. ;l P 4W SAF SW. I L NEMA 3R dvOO A Fu5►=:rrFec/NS 2.08v. 3 I 2111116 1 ours/raa. �!a►/�/o cR.vdL -tee (/AJOi4 4101/uA JaSAlV/GaaL to d/rA+d. y�Aav MO�pA/ ar T�iNr/�tlM �•�" �••�•• J /s usa.a — QYrjr&Ap r/vt ae.IV/��.....�....�..�I our >� ^ Aoaau r PAW WO .ANY soNG. SLAC oaf. WAtAtIL sA`r)uuC> Aqs Astat coram rs o.0 ILII ,' ov /vs. L1�/Illd /I / 30A. 31`110 4M/ fAi s,a/. dr., , �o Ak / f W/ F- J, LCG•'7 TL TNG r.a,e,+GuAA r�•r{L cav�c.Z Af?ava parA�A�.. "c" x.00 / C. -PA N E L. 16 , PAN E 1. "C , - ;a. u __-- r — ,e si/■ ci•Io.ri.A.IA.G cs..>'AAocs `' AWD rrLl..oN.tit A�u/v.NtArwsr •r n dc., ADOVE PANNL-S "A. � .. as" O�OC�Y C. PA.vi4-5 'A " � d ➢ i►..Yi� I 6A4 A 4' K $' n i/S" A1ZYW1042=1 3uPrL/i_G dY &LX,,_r. G114.rAr I AAA) 1AJ'rE.c VAC r•/CA4aG_Y J -7•A ! ti .: + R FAaa!'AtiIQ lO,C L'aoe! ,C NO. C• -f y _4'"440 rNw r'c. - -4 �+ D" GONG wnt�wAy F'AaAvf� c /s �, 'o GOG�rEO /Al rNd 0 •- 2Ct7 /1 3 0 '0 W LOS V. Q'AVI s4oVL6 S �•C:Y/At/GL ►.• �� c 200 A. FUsGrAConrrC AAvp /: ro a■s N! app "C -A,11 TN4{A iQ E G E3 S @ G N W a° (y =' Ki /045 It> A ACGGIaC L/Avr 0 GONG. ILK W-Wt:_C 6 A" 41 0 G+ .P 0 L4 0W r C.• a� w -- — - O 4 /aus/o� r Su/a-v IaV G Y'/ ELECTRICAL RISER D I A G aRAM / 2a/ t r,e �•8 v. ''A" / LCj'=olf PANEL V. I t lab" V of ,, o. Zeo /Q . AM . L0. XVINAou/ r /N TO .4w �. ria -K w•sc.L 01.4W A W BR /AI at_ si.t rit.< 00 #-*Zi«0 I K f r9a a.L d • 7' • ; A T wa,4 d/ ' so Fnw VU six P a L. i - •L r! 4 sr too A A c4/1 roW E'.od.N JAW i " 4LO4/O vi r --------•-- .---_ -. /tat e. rt t• - - � I r I CA�aaa�T- /F 11 1 L/600 A. ;l P 4W SAF SW. I L NEMA 3R dvOO A Fu5►=:rrFec/NS 2.08v. 3 I 2111116 1 ours/raa. �!a►/�/o cR.vdL -tee (/AJOi4 4101/uA JaSAlV/GaaL to d/rA+d. y�Aav MO�pA/ ar T�iNr/�tlM �•�" �••�•• J /s usa.a — QYrjr&Ap r/vt ae.IV/��.....�....�..�I our >� ^ Aoaau r PAW WO .ANY soNG. SLAC oaf. WAtAtIL sA`r)uuC> Aqs Astat coram rs o.0 ILII ,' ov /vs. L1�/Illd /I / 30A. 31`110 4M/ fAi s,a/. dr., , �o Ak / f W/ F- J, LCG•'7 TL TNG r.a,e,+GuAA r�•r{L cav�c.Z Af?ava parA�A�.. "c" x.00 / C. -PA N E L. 16 , PAN E 1. "C , - ;a. u __-- r — ,e si/■ ci•Io.ri.A.IA.G cs..>'AAocs `' AWD rrLl..oN.tit A�u/v.NtArwsr •r n dc., ADOVE PANNL-S "A. � .. as" O�OC�Y C. PA.vi4-5 'A " � d ➢ i►..Yi� I 6A4 A 4' K $' n i/S" A1ZYW1042=1 3uPrL/i_G dY &LX,,_r. G114.rAr I AAA) 1AJ'rE.c VAC r•/CA4aG_Y J -7•A ! ti .: + R FAaa!'AtiIQ lO,C L'aoe! ,C NO. C• -f y _4'"440 rNw r'c. - -4 �+ D" GONG wnt�wAy F'AaAvf� c /s �, 'o GOG�rEO /Al rNd 0 •- 2Ct7 /1 3 0 '0 W LOS V. Q'AVI s4oVL6 S �•C:Y/At/GL ►.• �� c 200 A. FUsGrAConrrC AAvp /: ro a■s N! app "C -A,11 TN4{A iQ E G E3 S @ G N W a° (y =' Ki /045 It> A ACGGIaC L/Avr 0 GONG. ILK W-Wt:_C 6 A" 41 0 G+ .P 0 L4 0W r C.• a� w -- — - O 4 /aus/o� r Su/a-v IaV G Y'/ ELECTRICAL RISER D I A G aRAM __yi•� a/e��NoutY' 38 2v / WATd.0 ncOfTitAaSAe ArArAc,a: ry A-.twdrL -4L.. A0s3lN: em3[u,2� �►[LCr p4aq �uuc> IL uoie) _ ffLlar *..•erre, ?w Aoa ,0,,100 7t/4"o 00A/Oti/r 3 9, 40 5P/iCi3 pavLy fi1Q,�A.I �,/(/At! a++A r>' nv/s LOAA►rro.v Zv., �,�, / 2a/ t r,e �•8 v. ''A" / LCj'=olf PANEL V. E V of ,, o. Zeo /Q . AM . L0. .6NE.I,, S TO .4w Plat. SE.ZVE-t J< 7- AMPS POLE sac VES CAC 7. AAPS [, 3, S 9v 3 RT'•!a 11 ?, S- Zo 3— / 4, (AV ,t c XXNAv s 7' PAN Z, g, 4. Wail 11rLain %lr4rAr,•) Trim 3 o v5 N w.4 s NEAaZ _ 20 f of Pl:jd4l E 209/2 3 12 1. f. of Morsel 1 2*/147 tutc:tl a f:„ 7, !, It Go yS SonsrEC NEATe4,e - 8y/o,12 70 3 c/yAAt-8ren/LE.� 8 , %o 30 Pruvi*;i 2 •- "7” shat spctiony to (_antro' aach 17,/4 ZO 1 fa><eaEZaCK } G'OOL�Q_ LIGHTS /x,tS,/7-/12 XO 1w 10EGEPT'AGL ES 1-5, 1 S 3a7 Z t:ovL aS�C [ 4, l G o Z IWO!SF_ca NEyolPC PICE_CZ:r_W_ 1 / Lam! r_0 1 , 7-1 30 2 G®FFEiIG n/L.IKCe 'LO/ ZZ, z4 Z c i �.PAIACGS _ -- 2 3 20 / /h a G co wAvC t71/tAt! 3-- - Za7,i1,2a.35P.resPr~ GvFFEE tit-tiiL�-(z 30 2 .+or �-a7a rgll'Ga3. 9 30 Z >[a, Z7,2430 2O 2 Tn.+rsr.Rars 2(.,Z$,31�,3Z- 2c-� 2 >rt �c-�-. 3AISg_i�Gr�.i�D H�.T" -3/,v3 30 P OUP4 7,c :^S-ro_,cs 3Z/34,TC. Zo I SPARMIL 3.7 ZO 1 - _ NZ.rr 441OW10To , __yi•� a/e��NoutY' 38 2v / WATd.0 ncOfTitAaSAe ArArAc,a: ry A-.twdrL -4L.. A0s3lN: em3[u,2� �►[LCr p4aq �uuc> IL uoie) _ ffLlar *..•erre, ?w Aoa ,0,,100 7t/4"o 00A/Oti/r 3 9, 40 5P/iCi3 pavLy fi1Q,�A.I �,/(/At! a++A r>' nv/s LOAA►rro.v Zv., �,�, NOTE, s 01,VM o,C VW4 (Aft rmae owivdt W.4 GG N//A/d 00CA90-/ :-4C44X ,1W- SX ^qff r -e rVr An uAer&Aa , once. ovewiiAr Twdr o -nouns, aw 7-wdo •A4i/NL7' .ao.l.sslrAir --- 70 C,*V^I Lar`!* -r a W*"- /Av i�/LJ�TCs /Aa/ ?-We- Z>,#^//A/d6 ROT. - Ager ry ei /4/iri044-A2'1D W/r'NOur O/A(,i ,rlAa• r�f/o,vt ry /� `/AVL /, ROr•a-0" rO AWK 1(./A11AL IL VA■'S'IA'►' W/r-M ~54WAe 800-XN.t rO gl)LZ 06F/ed PWOA/E I N T Fi C e AFAW C AE W-Yr!C 1 AI C' IG oW TLP /N s' rA L 4 / CP AE S L/ 0 -& O NL �B rd s AV, i � • � ' wires rUAW Our'r-oA/ /O!/e CAV~41A CW JitAR.oM G/w/t / Th 6/Ati T. Wail 11rLain %lr4rAr,•) Trim Hai'*oard Heat with -940 l.f. 4, t:.a1 10 t1n_t::i 20 f of Pl:jd4l E 209/2 and 3 units ;at 12 1. f. of Morsel 1 2*/147 tutc:tl a f:„ .I, . 32 l.f. aLugvP sect -Lent! install 2 l.f. ar•tLve intitioo tPndsr elrs.ch tsble (cer►ter under Jgbla t')ps) witn 83/f" b'_ai+',: :3ctc.•t i+Dll i InJ gal r.Q 1uJ.> 4ai I to Fill. nilt„l!xrl tongths. Pruvi*;i 2 •- "7” shat spctiony to (_antro' aach ... i sracti,in as ind? catQd n:-+ plan. ; 1 . aarvic*a► encs �3quipmyn : rand pane' 3 � +-_ 1. �N r;an+i: al l.le,tr ic, square"D 14. The Sound system shalil i bei selected aria! puchased key the owner and In00 ar appro'.[ad egLIL4 . i stalled dy oloctrisaal ^ontre•�toz`. :?. Thi' fire clack which is rcrauired 'or thea Lutintry Kitchen sign sh i! 15. All low voltags wiring must ho run in ronduit. a 7 d -iv modal- 7007-0 3p-lr:iaal A -;i09-0-1.4 "A" tri arae and' 14 "t3'' trIppsr>� � . �'. 16. E1Hctri*:al ,onduit in call p.�are-1 Inugt bs run :;nnlelaa.led if possibly+s a;3 manufactla,•�r�l try F'=tCarin.-I -��.; TIJ�7 I?i.+'.��•i, Wi'3a`r7nt3Lra. ',. Providii and install n- crinnract cord: and raps to coffee maleWs and 17. All interior ela�ctrl.�aal r�nxa�, (ex.ei�` Panral3 a'1 and (3) to be rect�srsaad. toa�cers. 18. Fixtures "F", "f`•-1" and "W" are to be on the phato call Lu+:atl9id ;)n back 4. nrljvid3 and install all 1amp'i andf'axtur,Wy furni.�hyd by alectri:al of building. "1,'" fixtures are to he on a separate photo call located an top of light po),M. photo nell:s arg, t -a tie 3t-)nna tfp._150A, collt;cactor and other:.;. x. 5. Connect all equipment a3 per Plana aild ypaziFications. 19. tlontelipal.l..controa:z'to+r is to furnish and Install all rardaa, raps land receptacles for the cofres makers, ice machinos, char --broiler and glee 6. flan^tr ire i.l - a: 0. C;' ,J )F 3hu.l l r.,rlmpl y 'w i t1 -a -+? l 1_►a,al, ptate Fires f i,,d .irai steam table " cad3s and ordinances. 70. All electrical conduit :located on the roofo to blorkRd up off r. In3tall co:d:3 and caps (when shipped ieparate) with all spacial outl-lts. ! ..from the finished built -lap roofing (4" min.7 ` Et•.ECTFUCAL ..�J'IYAASOLS r Provide and install 24" wide "x " plastic egq gra#e lighting)paner'1s 21. Thea aler_'.trlr.al contratictor shall -nripply end i'Palttoll aN• U>a er proof outl�'t � 110 v. Duatiux >c1e�a•r*T � n �.F Asove R/Av/sNe>t1b rr�� I nb curse) 8.3 shown on :,rift'it cll,taflrl. 1'a no roar inside of rntaih, pit ajr,r� -- locate on hallway aide of buildino - 1t rE'LCIo^ C0A1Lr P Ars04P ouro-&T" Dl�C. DOM/w/ XWOA4 Ga 0t,1/vG AGId towlii�rd:s track of building rYtaqut +1E1 abate+ R'Lrbf stabs. 9. All conduit in ti'le kitchon shall he 3/4" o, mate. - 22. If d central vac syptem isa installed the 1alactricral contrra�t:oc shall P-06 Y. 1�acar�. �sdA►. ole .�s 10. All. receptaclos and t3,jitch platens tro hiV stainlass teal nr.:;e t wt-IAre ll a water t:a�iaf outlet outside in thrr gtara a area -. - _ mounted on �A1uod, thean u:3s hruwa pl.atres i4rid aruceptacle i to match Woad. . supplyyens install 9 Moreau- coAvAvZCrnaN �j 'reeE•�'.'��A/s ww,u, ourLEr p" verif has location t .�sluirr�dj . / uPGak"s stt r*a r IVa• S TA/A.C'/Npsrmr- 11. All 'Y,3e "Ni" and "L" fix tut: aa:� lnt�a#.eJri i.-+ ki�:c;hen and .Itoreyag areas aha:t31 Q � - -- � � .__. be surface mounted on flat ceilings and suspended in areas with a sloped �. � P'Woro c�La:. Arc'- haurulr /av nese* or- eAwG^Ivy ceiling. "H" and "H 1" fixturAr, lot- atbri in OoFf it area over counter 6haal l ------•- i be mounted 3s shown on plans and ripta l ls. ' ® aVauc,r/� at. Soar ed+wAwr arawsr.ItfLe�A! 12. ilial contractor shall n.-i5amblef all light�nq fixtures.' C7i al�reourctaecr tt11Q�c --- 13. T e m�1 o r a r y► service i s t o b e by ea 13 c t r .i c a l c a n +- r a r, t o c. , sglcx aaa► aVlrR A[ r !>ta�/ ars u..< NtwalA�st� _... _._._... . 44'v:. ... N4....,,. ...-.... .,r. -: • ,. .. -,. r cru+ue '-'l4ru.i.,1i+:yr<,-,i:f..x;.jfi..y. y,.fN ,.y,.. .N.. N.. ,. ., ..., w y •oiw•AAr.rM •. .:. ,:-•,•.,.:, """" -..5ito�rullMrceer�A+,9-+: lvAh,kid'M1Mra'F.[41N9&RlVl66!#�1'. �- ,. '. ' .,...W, ..._,. ... . _. _. _ ...r.....,.,...._.......,. --.;............ads.. - .. � ;, ., ., ., _.. .,.. �lg. __... i►I,i►III+I}III+IIIIII+�IIrIIIIIIIIIIIIiIIIIIIIII V III+IIIIIIIIIiIIiIIIiI II11+�+IiIIIIIIIIIIIIiI V III+111111I1IIIII111IIIII111I111I1t1IIlai111I11+II111111Jill I111IIIIIIIIIIiII111I111I111i111 NOTE : I F TH IS M ICROF I LMED ( 3 4 5 6 9 l 11 12 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THE QUALITY OF THE ORIGINAL DRAWING.- ----� OE 62 8e LZ 92 SZ OF EZ ZZ !e OZ 61 91 LI 91 SI VI FI ZI II 01 6 9 LI I9 S t, L j rHl�+n►I+n+ ++a+1++++++nl++n�+u+I+u+�nuINI1IUIIINIlI11NiIIIlI111111+I1I0111a111�++1111111I111111111Itill IIII+IIIIaIIIl1I11111lilt I1111I11LII111111I1+IHit Ililt IIIlII1111I111tI1111Ililt I1111Itill jtill ltoo; !1111�It111111I1111I1111Itill IIIIIIIIIIIIIIIIIif? aIIIIIIIIIIIIIIIIIIIIIIIII MAY 14 91990 Cr I Z o� t o e3 (/ . 3 4a= W Lao A M, L. O. ^ W G K -1' AMPS 1 -M -P_ S E IC V& Za I LITES / 1 Z o- 1 PAa aZ�rAwa;; L /TEs Ou MMprd G [LL) i 0,!11%2!?-At4 20 I CAL t-; /2 , / � za 1 LEGE.?rAr�GGE� • /7 OAI 7/Md CLOCK LA+4C-rle) IV APDX f r Z sr - qr.z SPJIGE� OAJL Y ■ NOTE: Alm, RECEPTACLES WILL RE MOUNTED H RIZO ,ALLY UNLESS OTHERWISE NOTED ON PLAT`I • A HEIGHT ')F 7'v ABOVE FI N I : HED FI nO R TO CENTER, LINE IS TO BE USED IF NO HEIGHT IS GIVE. `) ON THE PLAN. - - - ---Amr'- rk t><i,004 aL[NE 0 r WHID, lOV KUNT, � h11NW. ATFti�� OF 0w lFM • 40. F i LHP. Lob ✓. _� � I%/ L 1 A-'q'j)j( A-14,4 (j oil N N L L L N. rn I�Q L LIGH1I NG PLAN I i P 4,•Z H EZ) L - I kI E I s T Fi e TrPE 'res" F'IKTUFZF_ �► 4,4R IVI 1A1.4 la EX . X - AUZA -r- -r v & -� vaF+pRr RODS FUAN/J•HLO W/rN F/XruRG Ft,n_ A/OA--. JrA4j& 41-Ii0 US'E c'GAi, 1p FOACAI: SrVi v rt// Tyy FIX'rORAE VVNE,Q4. 3(J/aPOe7' ,eot, s -Po s s NOTE s ALL. ELEC-r ICAL QJNUU/T Gt9G.4TEd DN -rNE ,coca,= 4iu3T ��DGE OF G40NG. bLV,. 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