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W,r.uK W...xa.r'ra�w.:.!♦.».w. .....u.+...�wYa....w.ew•+urw. �uvwr.rw++�.w..r�_rw.i��...�rr.+.+►w. vnr..�e.N_+.r.v.�`•-•a+.r�.�v+" W.ww ew�tV'v+rYlMr.n.n.r.l+.n.rrww�M r+.m.w+rw+.+. �w�+....ww.w .w. .r. QA OLD GOUNIRY BUFFET C, LEASE BLDIG, A GROUT C..M.0 SoLIp �-- - ---- METAL COPINr-A W --- ------ --- - --- � 6TAN01NCI SF�AM 'rYP �?D. FAG '� C.M.U WHEKE WOT EXP05130 �- IbRIGK VENiEF.R TYPICAL . i // 8tal-VIER Gout __.�� STEEL. F"ME - �ToWF_fk PAINT - __. \ 2 0 8 VERT ATE E OF / �--- STUCCO TYPE FFI 15H rt^r_QCK BLUE U / FAIB�#, C CANOPY Wf j I \\� 9 DLA E WIDE I' 0 RN TTo MATC. owNA(GI NTT8LDca. ) - rApRIG CANOPY' PIRI~P�'1N15NEF'� MTL � P��INISMED MT 2 #4 1N BoND BEAM METAL COPING w 'I GIUTTEh --_ --- -- - II ROOF LINE ISEHIND U&PI AT TOP WALL TYP l (MATCH ACUAGENT PAAAPffT - t htAT ADJACENT -'� bTANDING� 5EAM 5. ,TO.M. Flt�D-4- 1 - - - - I - — - --- OL004. COLORS � CONT IN BOND - TO.M. -.-_ -' --_ . _____T_ -- E-.. STA 5 VERT EA. -- 2 5 IN L INTEL. Q n _ 5110E of C�PNIGI 2-0 BRICK COL. - - ___�- `�`,.{'�_-_- I I. _----- _- FU�.L HT (Ty I �:.:�__Y_. .:' - _ _I (MATG AQIACENT DIOb) 4 �! ----- r� ' - - - PANEL �_ EN coNc P (� i II A F FRrYBp col s Il_ -- - - _ - _ - - - - = ._ T '57Lt..Al�E PILASTE�tSM10 W1 _ 18 .0 61 _....__ CNAINLRNk GAIL of rqTmy OLO C MATCH ADJACENT GME91N FRAMe ) t3r1.J�►zIN IN GiREeN COUNTY bUFFIRT ALUM. �RAMES A N T [K `( W E 5T F. L E V ^ 7 1 0 i\l 61 II'J'RI�.�C �cx.ole!� r5`*� E ^ 57 E. L E_ V / \ TION L— - - TYPICAL REINFORGING5 1/6" b 11 _ ' I+ C Y COU IR SI NG1 ( MATCH GI. TRASH ENCLOSURE W/ ADJAG NT Pa1-0 4.) I/511 11- c WALL W/ SLOPED PAVER SPLIT FADE CMU @ TOP 5 4 3 2 I 57e �I. FRAME TOWER, --__ i- .. - -- - -- NOTE : � ._ -- �REAtC OUT BOND BEAM TYP WALL REINFORcINC, S EA. VF-kT Ti, ' UCCO TYF'P� NISN 8" CMU W/ -45 Vc•PT. 2� 48'�O.G. �'r ,- M E G d P i N CoC� W/ 2 #4 CONT I N BON 0 - - R 1 G �. DOWELS TO Int AT GN SIZE 5 PAG 1 N C, 5'TANDING SEAMS BEAM AT LF.0 E FfA5 GANOP W/ C� IR of VERT. REINF, LAP 2 -o MIN. I PKEFIN15HF-D t-1 �- 2- 04 HORIZ IN BOND 8EAM5d 4$"O.C.1 I�.O''�••�F LINE �N I NO gl X I2i1 P> R 1G K SOLc)I F-R I U PROVIDE BOND BEAMS a TOP OF WALL GO(J f�' rj I N C�• - - - -- PARAPET. uT T E R II ROOF LINIs (STEP AS REQ�nJ FLOOR LINE oilII ' PROVIDE z4� CORNER OARS e 48 O.C. J SPLIT- FACE CMU — -- - >- ° a QL 8 x 12 BRICK IN WALL ----- II 0 ' !2 N PLY woOp ow F U IR IQl tit =0 TO FLUSH OUT I F R 'Tx�c_AL " w / c M.U. 13Rlck. SOLG�IEIR Gc>UI�SE �._ N IgEINF 61 SLE it � 2 -o Sa. 21c K 'To F=LUSH OUT w/ BIRICK - - ,� Gt?LI..IMNg i VENEEtQ, ( TYPICAL). SPLIT FAGS _ . - __. - 5 C.M. U. - _ ---�- Ems'- FOR, l0A1QAPE.T N07 ES �"" � us - ___—_ - � - E J- _ --_ _-- -----`-r �J - - — E J _ ^ - - . _ __,..__:r"..__.. ,__ ... _..r.:::. .----•__ -�-_ _ -__....- - - _ _.__.�------- SE'_E 1 w � @L � �. IA ------Cs L A Z I Ntar IN ALUM. � � LL J TIRASH ENCWSURE I:RAMES. �--- coNo. a STUcco TYPE• d. G W. ,a�" DKICK (n N D K T !"'I e L. t V ^ T 1 D N - _ - c�u�gIN, I D 5M L W 1/611 11 - o n I I/211` 11� II >- � c W � � �►Z � Q <Q � 0023 .- NIX. � I ( al � < a O, �- d IMS li 2 4 CONT � TOP �"t` C1.i.CTUTTER OF WALL IN BCaNO _I Jj I (---- 2 H FQ RA-rap .� 1570 FACE. G M U 0 blit CEO D.S. - __ :. _._ GONG. RAMI° W/ II a CONNECT �- R INF r OPEN N ' .._ --;'..-�- K RAIL. END OF Ex I2 0 C E I �' ► GHAINLIN Hud Trp G2 2so FOR 'TYPICAL. wALL n� Ft�INFIG, °SLE r � V d fl OUTH S E L. �. V � T I ON � b GONG. STAIRS W/ A4 I/® I'- oilCHANLINK RAIL . -- O 6. RIC)9. E+UF'9+'tt�t i.69 4 i r is A' OF 45 i z sAM.•.Yl�!R"_.'.""' ....__._. ...___._.. .._ _........ .x. •fop �.�y ��r►_:—•u.........w.w-......- �tq�p v. ....vu,... ., ., .. .. .•ar ..w�..w....wewn.wi+....wv. ewM11rA.1Ywa^.. .rr�+wsw - �,.Frw.n —.w.« �. - .. _ w-_"- - - • . .+.t+, .�1�lP'A•'aa"' 04111 1Iti111111{III{111{�II{111I1 1{IIII111{Illllll{Illlllllll�Illly111�1111111it1y!11111111111711111111111111111I1y111y11,y{Ilyl�lylllylli{IF,i{III{1111111{Ill{II111111{Ill{1111l1111111111{Ilo T � i I Oe • � . I 2 3 4 5 s 7 e s _ to � II NOTE: IF THIS MICROFILMEDDRAW -"—" THISNG IS NOTICE, SS 11 ISEAR DUETO THAN I THE QUALITY OF THE ORIGINAL DRAWING. OE 6? B7. LZ 92 SZ bZ EZ ZZ 1't OZ 61 el LI 91 91 to EI 2.1 II 01 6 A L 9 SI--_,� b 'c.•- Z I"` �11IIIIIII11Illuiluiilnu{I►lilnilllllllllllllluhllll111IlIlnllmh,IIInIIIuuIIIIIIIIiIlllilllltl{III111111111�1111111111i111NIINIIH111111IIIluIIn11NI11111111IIIIlIuIIII�HIIl111{Ilullullllulllll►,�uIIII,IIIIIIIiIIIlllnlhlllllulllflilnullNl�lluWllluulhulnllhl)tl � ^ .APRIL1991 1 � FOOTING AND . -.' OLUMN SCHEDULE GENERAL NOTES GENERAL MARK SIZE REINFORCING COLUMN 1 . These notes set minimum standards for construction. The drawings govern over the General Notes to the extent shown. x 5'-6' x 1'-2' DEEP (5) 05 EACH WA'Y' T5 5 x 5 x 1 /4 2. Contractor shall verify all dimensions and conditions on drawings .� and in field . Coordinate locations of openings through floors, roofs and walls with architectural , mechanical and electrical )` IBI 3'-6' x 3'-6' x I'-0' DEEP (5) 04 EACH WA''r TS 5 x 5 x 1/4 plans. Notify design agency of any discrepancies. 3. Contractor shall provide all necessary temporary support prior- to (4) 45 LONGIT. completion of vertical and ' ateral load systems. O 4'-6' x 10'-0' x. 1'-0' DEEP (5) 45 TRANSV. MASONRY 4 . Where reference is made to ASTM, AISC, ACI or other standards the latest i Slue shall apply. (4) 45 LONGIT. 5. All work shall be in strict compliance with the Uniform Building 4'-0' x &'-0' x 1'-0' DEEP (8) 45 TRANSV. MASONRY Code as amended by all other state and local codes and building ��.•// requirements that apply. 6. Design Criteria : E 4'-0' x 4'-0' x I'-0' PEEP (4) 44 EACH WAY MASONRY a . Basic Roof Load ( snow) . . . . . . .25#/sq . ft . ----- - --- - _ __ - - ------ b . Wind . . . . . . . . . . . . . . . . . . . . . . . . .80 m.p .h . /Exposure B C . Seismic . . . . . . . . . . . . . . . . . . . . . .Zone IIF IFI 2'-0' x '1'-0' DEEP CONT. (2) 04 CONT MASONRY 7. Mechanical equipment , mechanical and sprinkler piping larger than \/ ----- -- -^ -- -`-- ----- - - - - _- 2" diameter- or other items producing a hanger load over 50# shall O 3'-0' x I'-0' DEEP CONT. (3) 04 CONT. LONGIT. be hung by a system approved by the design agency. Any hanger W O 04 a 12' O.C. TRAN5V. MASONRY(3) a load over 200# shall have additional framing installed -- -- --- - ------- - - --- to transfer these loads to the main structural beams or walls Z O 4'-0' x 1'-0' DEEP CONT. (5) 04 CONT. LONGIT. MASONRY unless otherwise approved . 3 H 04 a 12' O.C. TRANSV. OJ 5'-0' x 5'-0' x 1'-0' DEEP (5) 45 EACH WAY MASONRY SITE WORK �Q 1 . Remove all organic material and top soil from areas under the OWN building or under paved areas. Zr- 2. Fill material to consist of any soil which is compactible to the Oo 1 2 3 4 5 following limit under the weather conditions at the time of Ww construction. Maximum particle size of fill to be less than 4" 1` Cr diameter . Scarify and dry soils if required or use a granular -tJo�' F - 120'-0' +- material . Place fill in lifts not to exceed 9" and compact to 98X Ir 0 ¢< Standard Proctor ASTM D698 under footings and floor slabs. J ��N - -- -T 28 0 29 6 3. Base material immediately under- slab to be 6" layer of clean 3/4' f'aN minus compacted crushed rock compacted to 98'% Standard Proctor Oao Q0 W 10'-6' - -9'-10'- I 15'_0' I ASTM D698. ��_WVW) I I I L V)LL 10 - FOUNDATIONS Z W TYP 4 TYP. I I Y Jg� g3 I I I 1 . Design soil pressure assumed to be 2000 psf LL plus DL . J >_M cn I 2. All footings to bear on firm, undisturbed soil or approved Q tID;N t- compacted fill minimum l8" below final grade. Notify design agency Oit,o before proceeding if any unusual conditions are encountered in the t)N� ® I O I ® CE) W footings excavations . OC I 3. Do not excavate closer than a 2: 1 slope below footings . I 12 11 J 4. Clean all footing excavaticns Lf loose material by hand. ' T.OF. EL. S3 I 83 83 W W 13 5. Excavations may be made under continuous footings for pipes . T.OF. EL. 14 SIM S3 Backfill with 3/4" minus crushed rock compacted in 8" lifts to 98% 0 98b'f' 98b�' 83 T.OF. EL. T.O.F. EL. � (L � ' E O 98b'1' O 98(0�' O O i Standard Proctor ASTM D698. r - -- - � I- - -- - - - - - - - - - -r Z - - - - - -- - - - - - - - CONCRETE - - - - - - - - - - Z - � - - - - - - - �- - -� - - - - - _ - - - - - - - - - - - - - - - - - - - -- - - - - - - -- , '` -� I 1 . Strength: Average concrete strength as determined by job cast lab gI T.OF. EL. 9 9 I I I l cured cylinder to be 3000 psi at 28 days plus increase depending 0 t.O.F. EL. I 98h'1' O O I I I upon the plant 's standards deviation as specified in ACI 318. 98b�' I 1 �I H I I I I I Minimum Mix Requirements: a. Cement content per yard : 5 sacks except slabs on grade to be 5 1/2 sacks . I RECESS SLAB b . Slump : 2-4" . Deviating from design slump +1/2" to -1 " . :63 AS REOT). I I C . Air Entrainment : per ACI at all exterior slabs. SEE ARCH I I d . Admix : water reducing admix (Pozzolith or equal ) for all slabs. 2. Place and cure all concrete per ACI codes and standards. 3., Sleeves, pipes or conduits of aluminum shall not be embedded in I structural concrete unless effectively coated . CJ i I 4. Provide control joints in all slabs on grade at 20' -0" o .c . each ' 11 way maximum unless otherwise shown on plans. Provide heavy (3/4" ) � tooled joints at 5' -0" o .c . and 1 /2" premolded expansion joints at W W 13 25'-0" in all exterior walks and slabs. LL W D II s3 Z U_ lo o Q M I I REINFORCING (CONCRETE) 53 I _J w oC CL I I I I 1 . All reinforcing steel to be ASTM A615, Grade 60, except ties, W W Q I I I I stirrups, and dowels to masonry to be Grade 40. Reinforcing to be �- CL welded to be ASTM A706, Grade 60. I I 2. Fabricate and install reinforcing steel according to the "Manual a? c In Z ; of Standard Practice for Detailing Reinforced Concrete Structures" �� F Z T.O.F. EL. T.O.F. EL. T.O.F. E1_. T.O.F. EL. 9 Q 98b7' 99 m' - 990' X_ _ 7 S3 . ACI Standard 315. D YQCJ-� I I 0 3. Provide 2'-0" x 2'-0" corner bars to match horizontal reinforcing � � 9 I I I I I I CJ I I I I in walls at all corners and intersections. Q Q 0t I 07 I 2 TYP I s I - I s I I I - -� 4. Splices in wall and footing reinforcing shall be lapped 30 / 1 dS I I C 0 diameters or 2' -0" whichever is greater and shall be staggered at �,J O L - _ _J s3 _ _ L _ _ _J O I I least 4 ' at alternate bars. Z [� V I 5. Provide dowels from footing to match all vertical wall , pilaster , :D ® LZ Ft a: and column reinforcing . Lap 30 diameters or 2' -0" minimum. V -I 6. Lap all bars in intersecting footings 2'-0" or 30 diameters O _ Q g3 i I O whichever is grea ;�.- . I LCL F -4' CONC. SLAB W/ FIN. FLR DATUM 1000' I I 7. Vertical wall r einforcing to be placed in center of wall unless &x& WIA x WIAW1U - I I shown otherwise on the drawings. Horizontal bar may be placed OVER CRUSHED I I I either side of vertical bars. lO �°GRAVEL rn WOOD FRAMING Q Z I I I I B 1 . Al ) lamina'ted beams to be Douglas Fir 24F-V4 per AITC 117 specifi- I C.J. -- I cation. Appearance grade to be industrial . 2. All lumber species and grades to be as followstr Q a. Joists , beams and stringers. . . . . . . . . . . . . . .DF #2-19% M.C. b . 6" nom. and greater breams and stringers. . .DF #1 -19 M.C. U� C . Bucks, blocking , bridning and misc . . . . . . .DF # 1 'letter I . . . . . . . . . . . . . . . DF #2-19% M.C .H . Structural 2x studs. . . . . . . . � m r r e. Plate, sills, and headers .46 m i for wall framing . . . . . . . . . . . . . . . . . . . . . DF #2 K.D. --15'/, M.C . I X c� I f. Sills , ledgers , plates etc . , embedded in 0 a m I I or in contact with concrete-Pressure reaed Hem-Fir #3/ Treated I T.O.F. EL. 5 I I �°' 3 L 9f8b7' -I AWPB LP-22-88 h WW I I g . Posts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .DF #?-19Y. M.C . Z O 1. W u, I I 3. Crossbridge or solid block at 8' -0" maximum o/c fo, id sawn I I Q N Q I I floor joists . L - - - - - - - - -- - - - - -- - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - _ - - - _ - - -- - - - - - - - - - -- - - - - -- J I - _ - - I 4. Plywood sheathing to be C-D grade with exterior glue. Install C -- --�- roof and floor sheathing with face grain perpendicular to supports OUNLE56 TYPICAL_ and stagger end joints. Install wal1. sheathing either horizontal �� O or vertical and block all edges of plywood with 2x4 or thicker 13 NOTED blocking. Block roof sheathing where noted on drawings. 83 OTHERWISE 5. Framing anchors, joist hanger , post caps, etc . , to be "Simpson" . 6. All bolt heads and nuts bearing on wood to be provided with a washer . NORTH ------ -- --- - -------- 60'-0' -- --- - ---- - - -- -- - --- --- b0'-(d' -- - - -- 7. All nailing to be per table 250 of the U. B.C. Nails called for on � p the drawings are to be common. SHEET, e"r 8. Cutting and notching of joists not allowed . 1 " diameter hole may ' FOUNDAT10N PLAN be drilled in the center 1 /3 of width of member depth . All other holes to be approved . 1/8' • I'-0' 9. Studs may be notched in the ?o::•er 1 /5 of the height of stud for- 1-.,ERM or Flectric.al and plumbing pipes but no part of notch is to be deeper than 25% of width of stud. Holes of diameters up to 1 /3 of width _ ' �:M I T N . �:;�, 1:1 l..)I:.,c:�e�r ra 1.!:e'�'., 1-e 1..1 C=•'-,e:>e'r 1.7�' M:- -- of stud may be drilled in studs but not in center 1 /3 of height . OF ,_... I. ' 1I ItIIl11111rIllltlllllllllilll •I11 IIIIII11111 Illtilllllltllllllllllllltlll111111( 11111111111111• , ,' ,. ..I � 111 � II111 � IIII1 � 1 � 1 � II111 � 1 � II1 � 1'1� 1 � 1fI � 1I111I1 � 1 � l � l � lll � 1 � 1 ,11 � 1 � IIID ( � � � III � t � II1 � lI1 ) _. .. •�f- ��` NOTE: IF THIS MICROFILMED) + �- I- 2 3 4 5 6 7 8 9 � II DRAWING IS LESS CLEAR THAN ' J THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. - OE 6Z 92 LZ 92 SZ 10 EZ ZZ 17 OZ 61 81 LI 91 nl I ZI II 01 6 9 L 9 S b E Z ' , e�llllmltlulultllntlunluullnllnnlunlnuluNltlulultllllrhlulllrll�rlllu�Illntlnuluu�nullullu�Ilnnluulil��ll�llllnllllllllllf�iltl�il11�I111�IIII�IIIIIIII111111I1i1111n111u1i111ullyilUIIIIInI111111nIIluIIIIIIIIllI�!l11�111�1111>71111�l�Lllllll111111l1lU � - APRIL ::t 1991 GENERAL NOTES (cont.) WOOD TRIISSES 1 . All trusses shall be manufactured and designed by Trus Joist Corp . or a prior approved truss manufacturer to the following load requirements: a . Live load : Roof 25 psf basic snow load b . 10 psf dead load top chord c . 7 psf dead load bottom chord d . Allowable increase in wood roof member stressF-a due to duration of loading 15'/, maximum e. Uplift as specified in U. B.C . 2. Provide additional trusses as necessary to support mechanical units and sprinkler lines. Coordinate all loads and locations with mechanical drawings. 3. All bridging, bearing hardware, blocking, hangers, etc . that _ . connects to the trusses shall be designed and provided by the V truss manufacturer to fit the condition. 4 . Truss erector shall exercise extreme care during erection of roof Z trusses to prevent the trusses from buckling laterally. Use 41, spreader bars for lifting trusses and provide lateral bracing as necessary . All workmen are to stay off trusses until plywood sheathing has been installed and nailed at least twiCe to e-ch r truss or until temporary gracing is installed that meets D 2� 3 4 5 manuf acturets ' bracing requirements. O 5. Note: Installation of trusses is not to begin until all workmen involved with the erection meet and are informed of the erection --5'-8't- I I I 18'-4't and bracing requirements. BLOCKING I BLOCKING 6. Shop drawings shall be submitted and stamped by a registered O Wo engineer . Submit an ICBO Report and comply with all the ZN _ ---- I I requirements of the Report . 7. Truss manufacturer to inspect all trusses atter they have been o FOR TOWER FRf"1G. erected and sheathing, bridging, blocking, etc . has been W°w SEE ARCH. I --AWNING I I installed. Manufacturer to submit certificate to architect or Jo,n r��e� �� I SEE ARCH I ! r w TRUSS engineeer that the inspection was made and that trusses ,are in O Qi- I acceptable condition and meet with the manufacturer 's design and J < l TS 6 x 6 x 1/4- I installation requirements. 1�-a�cN TUBE HAW cA N L -- - - •- --- - - -- !- - - - - 12 - 3 - - - -- - - - - - - Vag 34 34 84 b I STRUCTURAL IL MISCELLANEOUS STEEL �Qw� i I gd QDjXx F- ►- ! I I 1 . Detailing , fabrication and erection shall conform to the Steel i. < 54 Construction Manual of RISC . Nu- TRU55 5 1/8 x 24 GLB 5 1/8 x 24 GLB iWto _ _ _ 2. All steel to be A36 except as noted . a 1/2 x 1/4 LEDGED. I 3. All welds to be made by Certified Welders to AWS Standards with Joo E60XX or E70XX electrodes. ASN Bolts to tie A307. Provide standard plate washers under all holt heads and nuts in contact with wood . 0V0 5. All structural tubing to be ASTM A500 Grade B fy = 46 ksi . UNC -� Y ' TRUSS 6. All pipe to be ASTM A53, Type E or S, Grade B. -1/2 TRU55 ! \ I I ! 7. All light gauge steel shapes shall be 33 ksi material unless noted L I (TYPICAL) I I I ! to he 50 ksi . Galvanize per ASTM A446. Shapes shown are per _ -- Angeles Metal Systems . Other manufacturer 's shapes with equal or 94 I I I greater A, I , S, 8 R factors may be substituted provided they have f 2 -0' ! I'_8't I .C.B.O. research reports. J/ { II SIM I '—�34' 60 I ! BLOCK AND HOLLOW BRICK MASONRY 2'-m 2 -8 I O•C. I 1 . Assumed f 'm 1350 psi . co —� 2. All block masonry units to be Grade N-1 per ASTM C90 dry to inter- ( — I mediate humidity condition per Table No . 1 . rick units to ! ASTM C652 Grade SW. X-BRACING BY TRUSS ` I - - 3. Mortar to be Type S or Type M and grout to have minimum strength xl� MANUFACTURE ItYP) I at 28 days of 2000 psi and made with 3/8" minus aggregrate. 4. Grout cells and bond beams that contain reinforcing or embedded � 7� I I i tems. 5. All work shall conform to Section 2402 thru Section 2405 of the TYP I TYP ` ! 2 — "Uniform Building Code" . 6. Unless noted otherwise, reinforcing for 8" masonry to be ASTM A615 64 54 R ( g4 ! N Grade 60 placed in center of cells as follows: ^r I _ a. Vertical . . . . . . . . . . . #5 a 4 ' -0" o .c . plus 2 #5 each side / 6 3/4 x 34 1/2 GLB 6 3/4 x 31 '/2 GLB \lI 6 3/4 x 31 1/2 GL13 'V Q . of opening x full wall height . W W B I (� 6 3/4 x 31 I/2 GLB _ _ 1 b . Horizontal . . . . . . . . 2 #4 � 4 0" o .c . f 1st bond beam 48" � W TT u C='1/8' C=i' C-5/8' Cs�/8 W Q from ground floor ) plus 2 #4 at top Q ��- 1 54 I W of wall and at each intermediate 1 Li., -- — —! Xp floor level . Place one horizontally a Z) ! on each side of vertical reinforcing M 14 3/4' TtG PLWD. SHEATH. ` c . Lintels. . . . . . . . . . . . Less than 4 ' -0" . . .2 ##4 in bottom of !� W 5¢ 48/24 INDEX W/ 10d NAILS - - --I 16" solid grouted or bond beams. dJ r V a e 6 O.C. AT EDGES AND 4 ! 4 '0" to 8'-0" . . .2 #5 in bottom of Znoz 6' O.C. AT FIELD S4 ! 24" solid grouted or bond beams. Z L— n Z O d . Corners and o intersections. . . . . . 1 - 2 '-0" x 2' -0" corner bar at each W (7 I ! bond beams same size as horizontal D W __-- — I reinforcing. O Q � 1 4 �' 5 Connect masonry walls tri -�r.;:rp': walls at all intersections with W O Q 94 1 /2" diameter x 15" M _sh shells at 48" vertical centers . V U X 8. Electrical boxes, cond ., A plumbing shall riot be placed in any (� cell or course that cor. : ns reinforcing . O Q a: ti ! 34' rJ/60 O-c -- — — O J Q f I OC i II 5 1 M I W Z _— I Q � __-_--- - - -- — --- - ° a �¢ 34 lie le Z U � 3: g NORTH ROOF FRAMING PLAN N0 �_u 4 $MET 11.1()S.. 1•l..)h'90(_)1.69 1-4.li'90017', f. 0 F 41 OF 4 ,..N wesv. ,--..-...._.•-._.,... '.-._._�-.., y�.. .-PW r� ; 1111 Irl Ill III 111 III Ill 111 III 111 111 111 111 Ill lil I(<I I�'r III III Ilr 1�1 111 Il ill III 111r►I 111 111 111 III III 111 111 111 111 111 III 111 111 111 111 I11 III 111 III 11,.1 �''� ( ' NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN l THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL ' DRAWING. _ OF 62 82 LZ 92 r,`2 fZ EZ ZZ Iz OZ 61 Bi LI 91 51 bl e ZI 11 01 6 9 L 9 SI Ia E 12 11. - r�II�IInI1n11uulun�nulnn�nulnnM111IIIIIIIIINIIul�nulun�Inlluuln111nI1�111111111�1111IIIIt�1111111�I�11111u1I�I1tIIIIII�IIIIIIIII�IIII�iIlIl�r1t11111�IIIIIIIII�IIILlllll�lllfI1111�IIII�IUI�IlIl�lI11�111111111�111111111�I11111W1NWilU�lllllilll�lllllhhllllrllll ) � APRIL, , 1991 ,: .- I� 3/4' BRG. fE W/ ' TYPICAL FOOTING - GROUT SOLID BELOW 115 VERT SEE ELEVATION (4) 3/4' m A.5.'S REINFORCING `\ 6 GRADE X 4' CONC. SLAB FIN. GR_4DE- SEE PLAN (8) 1ro DOWELS x OLUMN (; Cv v 2'-0' -- --_ _ — — m -3' ----- — -- --- SEE PLAN _ v a < — --+2 TIES 8 O.G. � 1 =IIII'l l l l l=-IIIII=I OR (4) 3/4 ' o / •4-J _IIIII—IIII—IIIIIr7PARASOL Ts I — ° / SQ. BL oGKOL T `^ ----«5 x ———-- UNLE55 ° FILL Wi CONC. 1_0 - GROUT ALL CELLS OTHERWISE 11 ' _W Z NOTED ON AFTER COL. I.; g I SOLID -?; I ERECTS-D �)� a 2 -0 FtG. SGHED. E ----- _ _ y �� -IIIII=IIIII- °Jl,�ss Q I av 0� v - a 15 X 0 EA. VERT. ` 1p� / COL , BASE f1~, ! FTG, 8 1/4 1 1/2 t NON5HRINK - -- m'-a' GROUT Gv� a v v • 15 CONT. - av (8) DOWELS V 1116 x 0 v \. I '"; +�v r - FOR FTG. SIZE 0 EA. VERT. 0-10 v v a M0 �.� t REINF.- SEE `yHC ,Lc TYPICAL FOOTING v v W DBL. NUTS REINFORCING - - _ v ---SEE PLAN--- . 0C II v II ° ,-FOR FTG. SIZE --I'-0'-- — Z MCI • • � • � • r ! REINF.- SEE 2 I/4' 2 I/4' o 1 CI-1U FOOTING DETAIL 2 COLUI'1N FOOTING DETAIL r3N T FOOTING TAI r4"*"'N COLUI`'IN FOOTING DETAIL 5 CI-IU WALL GCLUI"IN REINFORCING 1' = I'-® G I' = I'-0 FTG2 S3 G W Zr, � az �- z 0 - _-1/0' RADIUS a' wLLj Cd / _� 3/4' - - (U +4 X 4'-0' THRU X I I/2' KEY W/ N BEVELED TOP ! BTM. JOINT AT EACH BOND O ��o �' 8 ---�---� #4 0A BEAM J � —2 -0 - - -- ------- -__ --- BEVEL NOT TO EXCEED � 1/4' 2 I/4' �� I' IN 12' Q 00- 7 #� WIRE WELDED FABRIC \Qr� -•-112 TIES 8' O.C. 1'4 X 3 .m 9� 16' O.C. �J f S PLAN w.K -, EE L 2 1/4 2 I/4 � �� X111-IIIII=�III_ I�II=�� FILL W/ JOINT ---(2) 115 VERT'S. IN W ®x" TIES 8' O.G. v '=IIIII_-IIIII- _/ FILLER GROUTED CELL GROUT SOLID 5 CELLS av °v COLD JOINT i C.J. EACH SIDE OF f-oD JOINT jxr; _ IIID IIIIIII — __---GROUT ALL CELLS OF BEAM_� =IIIII=IIIII= -- - 1/8 WIDE X I �� DEEP , --5EALANT ! 0100 SOLID in� SAW-CUT WITHIN 24 BACKING ROD NiO iv c H �)'URS OF POURING i--✓ SLAB - _= --(2) 114 AT 48' O.C. HORIZ. (8) 116 IN BOND BEAMS, STOP ---(8) BOND BEAM REINF. EA. IS VERT'S. NOTE: U .JOINTS (ONE) SIDE OF EXPANSION JT. USE KEY S - /'DO NOT SLOP BARS IN G'� �'(7 SI Z.t- _ • =1111==1�111111,�1111 JOINTS OR SAW-CUT BOND BEAM AT ROOF k=t�NF- 11 _ -IIIII^IIIIh JOINTS THE OTHER LINE. WET JOINT (W.J.) BASE MATERIAL SEE PLAN y --- AND/OR SPECS. (TYP) F=�'fzz L_�TjC'N 6 Ci"�U UJALL COLUMN REINFORCING CMU REINFORCING DETAIL 8 SLAB EDGE DETAIL 9 SL,45 JOINT DETAILS 1C GMU WALL X AN51ON JOINT 1 = '-0 I s I'-0 WL 3 53 I' I'-0' 1' = 1'-0' SLAB2 53 1' = 1'-0' — —EXTEND SLAB TO 40 — 2'-0'— --- FACE OF SEE WALE *I DOOR OPNG.s COLUMN - II ' II �— SEE PLAN _ � --ATI END OF WALL TYPICAL HORIZ. _ (2) 04 IN BOND BM. REINFORCING I I BOTTOM 04 CONT, TOP t �-. W 1'2 TIES • 8' O.G. 1 I I 1i4 � � 12-0 0'-4 i/2' * DOWELS � X 32 O.G. ALL CELLS W GROUTED 50LID Q U- (n M I -FINISH GR4DE -' • W �v - ELEV. VARIES N CORNER CELLS � Q IL KN' FOR INFO NOT I- 11111=11111=lull= z J ® z BASE IE 3/4' NOTED- SEE 1 IIIII`IIIII-IIIII=1 O �-- �- z -z - � Q � S3 (3) 15 EACH FACE . cr DBL. NUTS o v 1 1/2' TYP. s Q O Q (2) 4 48 O.C. • BOND BM. RE INF. t•/ 101f 61 -- LL LL GROUTED WALL COLUMN (2) 3/4 0 A.B. X a a v 04 x 1__ -__ _j Q _ Q (CENTER UNDER BEAM IN BOND BM. • ABOVE WHERE POSSIBLE a I TOP t BOTTOM O0` • • _ v • COURSE OF PIER LL V m-2 SIZE ! REINFORCING I , , I v t AT EA. BOND BM, 11 G1"IU WALL t✓OLUI"iN REINFORCING rl2 COLUI"IN FOOTING DETAIL - 13 CMU FOOTING DETAIL 14 Ci"IU WALL COLU1 IN REINFORGINrQ CD I = '-0 S3 I = I'-0 FTGCOLS2 53 I = -0 G S3 1 = 1'-0' cc cc g ZN ( 0 Q o � a J �2 Ud � � 3 Q W) to w O �t `j- � � �j SHEET 6)9,, E+11F'90C>17^ '? OF 4`; OF 4 1 �111t1�t111111 If111�1 I�II111 1t1ll�tliflll�l I�II11111111111 11.1I1�IIIIIIII IIIII�III�II1� II�IIIf11111I1�1 I�II1�111�1�1�1 I�IIIf111111111 IIIIIIIII�111�1 i�1I1f111IIII11 Iflll�lllilll r _ .• I I I i I � I a I ,I I . . NOTE: IF THIS MICROFILMED ( 2 -1--.--...� 4 5 6 7 8 9 0 1 f 1 t t DRAWING IS LESS CLEAR THAN THIS NOTICE, 1T IS DUE TO THE QUALITY OF THE ORIGINAI - DRAWING. QE 6Z 82 12 9Z SZ v £Z 122 IZ b� 8t 91 LI 91 SI .f bl X11 1 11 01 .1.-•.6 '....'.. 9 L 9 5 �� 1•. £ '.• Z I"= t 11111111111111111loll II, ,1111111111 111414111"111111111 Y�llntlhnlluliltnlltluhwtltllllU/luulllu��llLul)lultut w APRIL 1991 WHERE ROOF SHEATH. IS BLOCKED, PROVIDE _--(2) 04 x -0' (CENTER ON BM.) - ---)�----- �-__ -(2) LAYERS 90" FELT 8' CMU- FOR REINF, `•�� 8' � 3x4 BLKG. W! I06 NAILS TERMINATE ALL HORIZ. I2II SEE GENERAL NOTES • 4' O.G. TO 3x. BLKRE INF. • BM. G. � / -75 CLR_ BETWEEN SIMPSON 5TA18 STRAP -51MP50N A35 EA. - - - SIDE E'5 (BM. — -- - - W/ NI0 NAILS CENTERED --- -- EDGE NAI! .• END OF BLKG. k/1, 96- ____ Al WIDTH + 1/8' )- HOLD 13ACK OVER TRUSSES 1/� RSPAGE 1/21 FROM I 2' *4' --8' 1/4' KE RF fE W! / 2x4 FLAT BLKG. BTWN.ExTR FACE { h I - - - �(4) 3/4' M.B.e _ -- TRUSSE5, SEE FL,aN OF G M U. rJ t- f{I -�� FOR LOCATION 1/4 -� fE 3/4' x I/2' x SIMP50N STA18• • `' (2)"4 - �' EA. BLOCK-2x4 TIGHT FITTINCs CONT. ROOF TRUS5E5 W/ - - •n - �� - '�-- _^ --- ------ --- BLOCKING • 48' O.G., - j --- NO NOTCH CLIPS - 1/4 3 i i - rii -- ----- SEE PLAN SEE PLAN 5 MIN. tr j - gnb �--; I/4 - -��_ ---TRUSS - SEE PLAN EMBED. \ (2) 1/4' SIDE fE'5 x 8' x Ii • i� ii - (2) 04 x 4'-0' W/ (2) 3/4' 0 MB.'S I'4 1 Iii "2� G I I ii ' GLU-LAM BEAM — - I WELDED TO NOTE: 2xlo BLKG. • 48 O.G. -� BRG. R 3/4' x BM. i� ii I ii I BASE fEL STRAP TO BE NAILED �+ SEE PLAN "5 x 20 -0 -_ ---- --- _ -- _ z WIDTH + I' x n n " '� �' TO BLOCKING 4 TRU-55 �� ! 1 +I 05 24' ASTM A706 TOP CHORD THRU P.T. 3x6 LEDGER W/ 3/4' 0 53 �i KI A.3-s • 48 O.C. W/ WT 4 x 12 x I'-6' W/ (2) I ii I -8' CMU WALL I ii i� I PLTWD DECKING PROVIDE 51MP50N LTT19 W 04 x 2'-0' • I6' O.G. t�4 4 ,� I 5EE PLAN i� �� I • EA. BOLT TO BLKG. l[O' TIES • s' U.G. �I`- 8' --8'.._.. �,1► S3 1 I < /_4 \SET IE AFTER RECONSOLIDATION I I O 1 OOF TRUSS / AM CONN CTION 2 SEAL-i CONNECTION AT CMU WALL 3 4 ROOF LOCKING DETAIL /loon �Ix B I _ -0 I' 1'-©' I' I'-0' 1st4 S4 I' I'-©' O wc'A r CLR. BETWEEN Z D 1� �� --_-------__-----__._-._ _ JOIST SPACE — ---- ROOF TRUSSES - -- EDGE NAIL 2° SIDE FE'S (BM. -�' SEE PLAN , SEE PLAN 2x4 C-�r ��U%+ci+-., fi11= Ww WIDTH + 1/8') 1 1/2' -GLU-LAM BEAMS - �- _j U) 2x4 BLOCKING TYP SEE PLAN , u1 O 4c N BETWEEN TRUSSES —_ -_ - _ _ _ - U 51MP5nN 435 ' -zo \ l2) 10d pT 'Z'-o" b,C. J FAN EDGE NAILING r-SIMP50N A35 EA. ii �-ADDITIONAL TRU55 AS -� �� - - - _ dao END OF BLKG. -.._ -- - - _ - - REQ'D. VERIFY W/ MANUF. -�- -- ii ii = SET fE ON GROUT f-W` ice-TRUSSES - SEE PLAN-----� �� C� BED AS REG�C. \ 't' OQLL LL "SIMf'S0N STGT INVERTEC lil • 32' O.C. ALTERNATE Z w • --- - - PLUMBER S,RAP EACH ii I Q --- PA.T. 3 A 84�W/ 3/-;' 0 X '"� Y -'o ? SIDES (SIM. • PARALLEL I-o _ _ c _ B 8 O.C. J . I2) M4 -- P.T. 3x4 LEDGER W/ 1/2 0 - ii �� BOLTS • 48 O.G. SIDE ii _` EAMS ! TRUSSES) J \ -- ii - 2' 0 STANDARD PIPE ii �� ,— (•2) M4 CONT �3N • I • HOLD SHEATHING cA = Q 2 �-- -N I ;� • PANEL POINTS it BELOW I/2' SPACE r . IN TOP FULL COURSE OLOo _ 3/16 • • n i i U NE' 5/8 0 DBL. THR.EADED� ii - ---- -2x STUDS AT 16' O.G. 4 RODS fY \ MFG. INSTALLED FILLER I ii C' - �� -- 2x BLOCKING NAILER SLOPE Bre. 5EATI I BLOCK, GLUED ON L 5 x 3 I/2 x Go 1"• �✓ I I TO MATCH BM. I WHERE BM. ARE �i _ ii CUT COURSE -- �4 u / I I SLOPE I DIFFERENT DEPTHS __ - _ _ _ _ _- - _ - _ - SUSPENDED CEILING AS READ. �— • 3/4' 0 x' r-8 A.B • 16' O.G. I I I I _6 -- JLj ��L- \ ROOF JOIST - — \ SEE PLAN 3/4'0 MIB-C- (4) �_._ fE 3' x 3' x 1/4' SPRINKLER PIPE -�_ I I 1/4 I WELDED TO EACH (ALL SIZES) -- I I I BASE fE 3/4' x 8' END OF PIPE _._.--___. --GYPS D BOTH SIDES C'r (t COL 4 BEAM SPLICE �T5 COL. - SEE PLAN 6 7 SEAM / COLUMN CONNECTION 8 5FRINKL R 51'5T M 5UFF0 T TAIL 2QA ri MWLJSTIY 1' = I'-0' E3 CO a 1' = 1'-0' T2 1' = I'-0' 1' = I'-0' J �L CLR. BETWEEN- is I SIDE e'S (BM. -�' WIDTH + 1/8') 11/2' -GLU-LAM BEAMS - --5 MP50N M5T31 TYP SEE PLAN HOLD �-K 2' _ �� #L_4(5>H \/11'H --- W 1/211 FROM —8 �� I/4 KERF fE W/ EXTERIOR _-_ Q W i l2) 3/4' M.B s FACE OF — __ 5IMP50N �W5.25 W/ �— � � ExTR FADE -_ I-- - - - SLOPE BM. SEAT __ OFFSET = ANGERS OF G.M.U. • �f CMU WALL TO MATCH BM. W LL j 1/4 - f` 3/4 x I/2 x SLOPE - __ - • 0'-10' 1 -_ r- • -- m W cr - ---- ------- ------- -- I FOR INFO NOT ------ ------ ----------- •I� _- I I • • ' --- • NOTED- SEE 2 - - -- - z } Q cr IJ �. I/4 3 ii I W • I • �- '< S4 _-- TOP OF MASONRY -- _j a Z �1/4�— I I ---- - I ---- -- - _ �-- Q O �-(2) M4 x2'-Col' • Y W 1. I 02 TIES I I I - - -- - - t ; I 8' O.G. " WELDED TO _ FOR INFO NOT - - — — O Q � cr BASE fE 3/16 I \-SIDE fE 1/4' W (4) NOTED- SEE 2 L - ? %4 I I \ 3/4' 0 M.B.'S 4 I I = O r g 7F tl- -- - - --It- UL li 8' :.MU WALL I �i -"5 x 24' ASTM A-106 I I 93 Q Q� SEE PLAN \-BASE fE 3!4' x �' 1� i i.; i —TS COL. - SEE PLAN P.T. 2x8 Fe W/ (z)'/Z 5 1 1 I t A4 4 coL. (t COL 4 BEAM SPLICE �T ;:IT'1��.r�NcUlf'latJ 11 S3 rl2 SEAM / COLUMN CONNECTION 13 BEAM CONNECTION AT CMU WALL 14 BEAM CONNECTION AT CMU WALL � � I' = I'-0' S4 I = 1'-0' co a _ - _ - Q W < z Y U Q U d 3 z Q cn W � �S N � CV � o SHEET F'E PM 1:T 1',109. 5UF'9��0169, F.:s(..1F'9C)r,_)1.'7'7 H 0F' 4.5 OF 4 1p .,............. ..M.._.« _._....,.,._.. ».w....Ka.. . _..._ . 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' — _ - - 4�b,� - - -8 WIDE 51 D E W A L IC -------------- r 1 tom_ .{moo I.IMITEr x. _ �• ,�"'_ a - ' LANDSCAPING AC.t:ES'� slbN !?H• w 2 ab -- _ IDEWAI.K I4 "� 11 - 8 W.D E, h ' Za Q GUA.Zft-5TS 20 1+''� � 'MOuuMtNT _ - Sb3 ., GN ----� F"' ORIVr=-Up ° SIGN ToWEa C 20 J, N \ i RELOCATE FW. - 5 8 P LP (Apo 3f 2, —— � I Cob 0 STOP' CoNG• APRON 127 L 141&445 , 6 ;F (SD - i A LEASE 'y 1 * / 6F 1 Lre f, tl� °- 547 'S.9 ' a ;'�, LP I ,* 9 ►3 Col 3(o S. eft ,',N - Q- I ., 2 '.(.r.. , F >LIdC� G}"IS J 't. , 14 10' 17`-fd' 2 9r 4-- t-- E N. w� 3 '� IbM rat,iqH 2.4 S �O l y r• ` GUA ZDPOSTS ZO 5T ups I ao P c-6 T t t E t , , �� 5 1571 GS _ I 12 BIK a f _ 7 I RACK ,.,s LAND Ar4Eia_ I .. ,2 At 53?,41 .Ft I1. 4 �fcf I r;� 1 REQ'D LAN05CAPI NCv - 7% 29'1 ��i;%,. , 0 HG LP t (Sll) a 7 --- 2ETA INI G LANr�ScAPI We PrZOVIt7ED tia$ "L t It L..E4A1.j s OVAL.L. z 4,5 ea 4 V f �'r-"'b.R•a Y ♦. tyrw.�t.4 :.�I., y„ .wry..� .{ L}'` r 7r�1. � f' r , ptlMf .. Laat �, f ".. 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' - ot-D coUNTRY E3UFFET 9 9/IoQO / IQO = 9Ci �C �/� 1 Co" �xTRUOEU N PAVING mJ N _`� tax STINO --- l - f 12 3, x.34 .f. 504 h 0 ; ' 21 1 PAVI tJ0 ON I 1 0 't: � Big e I p ® 0a I I \ P/�•PtK I N CI Y '" 0 TYPICAL UNL. 7`5b I -1 _CD: Q TN ) ,,` _ a 1 504 SeAcZ5 REQUIRED f> � NoT E D o C R CI r- ( A/ s F 1 5(�4' S PhGEo3 PRO V `' I' ` • I N '>'I` 30 _ TRASH IDEA 1 1 ' f►� t �y 1 1 ' { I t I t I I 1 t —IG'7' i• —_ 1 3D' t `moi` I -v, ULt7�GOVN'T�Y I MOVE 1y . cc S ^ .28 3 2® ,3 l 28 '.S 7 ZS '� 1 2 Co 3 1 ___—__. __ _ _ — - i---� T i PbuFFE.T 9 I cUR� �ry' ✓, 1 MAIL4' Woe rAlMrW NEW CONC.- U) UMM i WALK 1 gD3 L { { I �► O L'P'(`�`� 0 •, ' r�� I I i :'`x'^�; F K v✓/3 �- 4 '� O I �t ,,j •I . . 'M GUARr�PO'5Ty S 0 _4? - ' Q fir.`' Z. it 3 I ® II sp j r '• 11 V � f,`!i f ,�., ''J. +'<..+ r+j� �� •f1 • L I �J' 45 i 44 W 44 44 r• c � 4 �o ul � � ' .r•, , .+uV o _ L.S.TY('• � � � L o '' �.^ ,..y, :��► ,•'': ,jv0 - 1 1 , _ 5 � '` •t i.- .,A + w :._, b _,�.,; -'.l .G{GL3tZUUND- 4DIC�X.T k ' •-•F — ?p4 �,;'i.�; •,NEAV`( 17u7Y FAY IWa. r AN/ NCY'0 1,1IZ f3Ag ,flejy,.V a/v"C)P05 T d e+. S_& ��1 ,.f ; -- Ic. �' '— ► 1'I, �''1 'o y� � ` w ' ZUJ <� n' �7 .shy f - -`� r J , •�: } RJ LU ,/f. �7 vE PAr►aT '.�-S��tP�eS;_ I XI 2 f 4 .= d �. 1 . III .fv'• (1�Ip,cc. Al- PAVET,1r- ► A'P t t 1G � -. '�O'S ,, O tom+ { r , 1 w' t' •Sfi•q _ .._.__ _ 1 . 1"`� �.� ?t �` aYie;" '�5 +.•.j''Y �.I' nJt, • -boo . y r11 r .j•.��+' �• I t d';�c �� d1 ,r.''�� ./,�y' � eh /may\ ` v \� u �• ' ald;'. .d ."'"r f'pP-O''. •` r'� Vit+ Y �07E/1 .50UTH, EAST, WE5-T I''R4PER'T'`( LINES u r1 w ! .,n, {' .,5 4 •' `� 0 MON WITH Ka,6.iD�KrriAL_ rkorevT( `t Z y `f0 BE. MVIDED WITH PENGE 5G1�EENIIJI� "u BUFFERED A5 REQUIRI-P. I Z a. 'i 110 j a _— v \'� • ^ %tr ,;�' r 1ti,.• C><>c17(R�C'IDR TD ACQI.IIRF. PIIlMTT AM INSTALL SITE LTC MNO AS Fb;J XS• � G� ' ''fry:.'l '{I"'•', IND 1 `f�'1"-.�-�T`�-�iT-i��--- LU <11 Y ",'.'�,1�i .r' � i 4 y t'bles Co wired imm f txture to harxll��i a in pole brise. rach fixture on twin ' "' o fixture roles to be wired indepersdently cel' the other. '1-rre wire ends and indicate 0 `� Z �' u ! ,• �;� ,,�`,N �'oO 'r ;� cr whether "house side" or "road side" fixture. �� C 1' s11 p. 1 t f y: - f. . .r.�• ; <3.'4 Extend conduit and wire f les to Inli.lclinc.s. *� t'�d' �. � •► ;�'v ;..• ��,., ,. '.� .t��, �t�'•. rom poles Provide 13" x 23" x 15" seep L �. hmxlliole. Utility Vault Co. 41324-•122 (Grey). Mount vnult flush in sidLvalk up �t ' NIP ..• ''. tight to buildirg. U ' " ' �� y1�_.H; fi !T! a''; �L • i•. 'A ^' ''i f ./• e p9.�� Light P t ire ` - t9 � • +t; '�'� �`' _ ,` F b "SA" Twin 400 watt high res um j of xt. � _. ,� . �;•, <}.�„�. ,� �': I� t pressure nodi snrlc�.ne 1 fi u>,'e with 400 watt • ►-- JC1"LaoPosT 20 H.P.S. Lamp, 208 volt, Type III Distri'x.ltton nrnnrted on 35 ft. concrete pole. ;� 0 U�I+Iuinaire: Gardco 0193208 400 MIS BRP �- 'r, c� rIETA.ININcs Kim ENO Series ' �. WALL. I Pole: Centrecon i/K*-10 C \'% Base: Utility Vault�`Q tY mll Co 1124Vi11-7 LAW05GAt"INGr ''SB" Same As Type "511" except single lumtrnire. C- SITE PLAN a ., �. "'"u+M3 '� ;. I I I `'I:[ f r•.Io-h. NIJF'�i'(jc_11.f)V,. E�1JF `aCit)1 '! ////' (�) ('l t .�. ., s ,. a .i.. J ...tM` .4 . .t t'' - , . • i , i. ` 01 11 oil _ +.....::r..,.:,.__.. ._:. J,.. .>..... _3, '_ _ f -^' �H , - v . _.-a• .f� ,. „'.,1 rLS'•.,t.,..1' `Mi'o _}.''•'a,..F�7__ ' '!Iltlll►'Ir11I111i111111fIIItI111 1111111 (111111 1111111 11 1111 Ilrltt'1 Iltllll 1111111 111111 IIIItII tI1I111 1111111 rllllll IIIIIIt t1t1111 1111111 fllltll 11tIIlt IItIIII IIIItIfIIIt111r T..._. • 2 I I I � I � I � I � I J � I I II I I ;.�- __ _ - -------.•,�I„ OA NOTE: IF THIS MICROFILMED — I-- 3 4 __-5 6 7 — _ 8 9 DRAWING IS LESS CLEAR THAN ' THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 6Z 8Z LZ 92 5Z bZ EZ Zc IZ OZ 61 91 LI -91 SI t,I f:l 71 II 01 6 a L 9 9 b E Z 13:0 ' . .►!I tnllun�ulllun�In11HI1�nu11ntIIII1II111I1U11uu�uuluulruf11111111u111IlIUIIIIIIlII111I1111IIHIIII�I�UI111n1IIIIlIIiIIIIIIIIIIIIIIIII�rIIIIIIIIIUIIIIIIIIIIIIIIIiIIIIIlI1111I1111IIlilIIIIIIQllII111IuuIIlIlI1111I1111IIIIlIlIIIIIWrl111IIIIIIIIIlI11lrIUIliI111IIIIlIIW � w- APRIL, 1 � 1991 ;, .r• ,r_;.rs+`•.r' .�'.r- .-.. ... ....,r,. ,.,,ot.....,'.' +7.1. .y..r.. .._ w�w•.�,.+.-..-+. --r••'v.•_ '- i�•,- '•-+'••-a.ww., rr.,/ •TT'.- --^•T-'�"••.myc1/� ^" - T� r 7 A. "^"' 'i' .-•T" Ir'r_' "">t . n+r►'Irp' -.. -.r .r•_�4••r••. � • ^ '�.:.•__ w-.-.L..r "R.�74�, •.. ._,�,• --��_ -I .:_. .,.,/r . ,,�-. ,...., .. •'-- -'�-- 1� _ •+..w; �.1 .e- -.'�.• �,' + . l +yr •. i_ +. e r• ; i. i"1 •,[� !t ; y _, moi• '�+ •'► 1 ; .r, :T'^~ +s ? #W• _ M`t�t .•t • r.1a " 1 �. a. ♦ ✓.t`) ,! * ..i •. 1 I ` • .y �, ,I .y t, . ,r `.' i'I A ( - _ T rxK',I`) Y�.Iw''4 ��- ''•s.. _ .. ..,,,�. _ , ,� '� I. v\.. ' _ 4 - A� �.�R '• -s• Alt .._�. .•..w.w«,«.. ,...,.,�.....__ «. ' _,. « w r PA C,IC'It... - ( ,Iv f) lb �I �, i:' A.d/X. � .. T^ ' . tea- •"` .w ,..+rr..a.�,.w...+.. ....,r. ... +-.. .........•_ .-... L• .•. ...«.-- I ' n�: �• , .ti ` , i 1 ,. - . .y - '- .-... .y.._. _.. +.•....._-... ..._. . . -....arr•w•., ,r, ...•yy'..- ••'..,,,.-+w. +wr•..;, _ ....r. .....,r.•...www I �ir ..� + .,+� '�n��s •.. ... ..,., _._. ... _.yam ...•p..y.._..,«_ ._.. _ � "' , " -..-.. . -_ .._ _ _- .r__.. _ - 1 b _'—•__ - ... 1 -_ __ - -- -_-"-- __.__. __--.-_.... , i_—.-•+ --r--. -• ,.-- _ _--. � I t � , ••t a • f • }►•/ + 37. 30.4 - • ` ` / i w C-AN4:iI _ -- - VID �r'�� ., 1 pL•R a teI.f � �'t.l�I ' __ - ►�' ► C+b•II 3c " G6 19.5 �"'T ' - -- - - E� var�,.�I r7i' c.,E r As wvg4 •l I W-W-V f I � - r � _ p - � r • UXIS 'b, `V/�i-�C pry 13 :\may 1V j k '4. _ 16, u1 CA.ItzPa �, F'I� Tit)K1� b31 . 4 PlJrL V& sr.Ai rr ter!. J149 - - , f •1 � I � � I I 1 I — ,. .� 2 RE-rAmt,G WALL 4 •;, � h / / I I - I -- _ --- I r SI APPROX . OF • .'•.�.>" w � --- r /� � � � , - - - `' ,�, � FILL, IF.IAit.�A ADDITIOLIAJ., ti GOIJTRAC.T 7 L,5. `11 ' c; x ,.p• f - r` -' --' r � � ' � / I t. ` � % 33. 2 - I _ _ , ' r ,..2� " ��' � • 'F •11, ;f'r i pt , _ ... TYP. lit yet- t, S�: - / I� � ' � � , r / - I�� - ' ' ��`' e-• CASA LA 51 _ H rim gk 34) _119h N `A •9+' ♦ :; • r I P I I I I / j' - sir _ • IL 60 r" '.S;�� e _� ! � I ' � I I / ,r '' _. . . - _ _ / '✓ / r ,� -�. � � � op W07 TD F,k G E ��'•,a � :.r. / .`''' ' _... ._•__.._ ...._ __. _ ..-- r i�"�, - /ii v' NATURAL GROUND x F / I '�. ''- V 66ETAT ION ROOTS � I }' < *��, •• : + ,-►' / yr,►-' -.., _ r - + �� TOPSOIL REMOVED - �. •y� �A • �, j 1 l -.... - �� i �"'� . . '!4 FILTER FABRIC +� -'�• ; ' t• . ` A1'� \ 3 TYI' MOVEU ) - _ -----_ - _ �, •- �- _ P - '�S ul / 3 FY r y •` ;� j xa.:n, rpt ( .SEW LIN I -- - 'f - �'`` - - ` _ r Q < '4\ I _ ♦^ �� - -- - - " r•. • / 7� PERFOIZATEU PIPE , 12n O.D. ' �� t., - �• - ,.� �, — DRAIN ROCK• TD EHE �/ I NOTE F- Q t �,` \ GLEAW F-Kr4 DIZAIWINlv ! PIPlAL 20' OF PIPE AT < 2 CRUSHtP OQ NATURAL L '5 ALL ISE W ' � OUTLET T H � O it \ - -- GRAVEL IN NOIJ-PEICFOR/4TED O . t r\ _ ? A�.GORDA►Jf.E WITH y � W la, -•� . �,�. .. ,. � '~ • ., - `�l ,l N 0 cc Z \ �R 7 ' � - _ _ � � 3 I 1 CANYON 5U13DRAIN PETAII_ SD2 NO SCALE W C[ J FLOOR 42 \ r--LOORe 40 (� - �- vLy •, ,�F � _ \- . t _ �. - PROPERTY LINE O ',f r.. :1 i -� _ " �> g. 810'42' 42 " W. I 1 341=_ 1Its '-` IN_zURE RADE PES � vowN AWAY P'RoMI �8U1 LdIN(:T At CORNER . RfTAIIJIIJG ' 1 \ O \v' „' `l P WALL �I +1 .\ so I I, I .r f WALL I FJv 9 S _ �Lt� • � �' � �O �' � � �i _ . ` _ - ` LTJ •'r �t�,li ( 1 I r \ \ ff/Q/\•'1ii • \ / f 0 t Q- `� Ir o P L AIN 9 t3 _ 151 ;^ • ��-_ :_ X FIN. CsR0-P S - � ADE. OUT �--H TOP OP WALL W4 I SIDE OF WDLL _ ,�___-_.___ ' 42j1 CMG, Q L-Il•JK FENCE t: 1'A' `," GRADE r!) WE57 ) E�.A+Y1 51D .� /� �.. GIDE OIF WALL QF 14AILL tD a5 ` FIN. &KAV ( NOI�TH - / r- TOP OF 1 z ,5 277 T. W. T.O.W � - r, ----T-- 2�...0,'� X29 � 229 42 GH/UN UNK �.5 "t � !; ;' +, . ► -- ,' \ �T - -: - - �L—_ 'T" 2 4 44 FIN.GC. t T.O. I T o i 4. FEIJGJ! T (� _ A ' r(1 2,41 - - = _ _ _ _ - r T n I W. I- j T. W. T•D.W. IIJ.GD. i _ - j-_ . _� L- ��-� .�•�t �' t✓ c� _ ; T!) S • ` \ 2 - -J 23 �, 2400 ,/ 2405; �� 5 221, - ------ _ '- - - - - x223- -- - : 1S ., Z2Z FIN GrGI a 6a 24A�S 3q.0� q_:_5: - -- F N?GU 222,81 X21.25 22z�'r 1 222,7 7'� 224.5 < �l,� J, + { �x �'� t F'11,1.GD. 32'4- I 26�t 24 �' 31 f E►GT. OF FOOT — 58 5, 51 i 51 24, t 2$ , 24, I , = I t (30T. QF Ft3b'fINCs � -- - - - - -- ,,_ ,, •. ' ,.+� �,' \ --- 9'* IC� 10 + - 451 -- -- 809 0 i 0 S 154 LL PE`.z 1 �L EVA ION �-w�. } . _ _.-- - _ _ - ___ --_ (2 WAI•L-rYPE 5 I• t >� - A,5 � In - 3 A'.1, A7 F'r_ r�i:'r NC)b,, 1►...Ir'9J.,� > u ' . a. , .._ , SITE GFZA PING PLAN - -_ _ - . - 2 R E rTA1 Irl I �•.I G WALL L. i. J. OF 45 �� 5 D2 I n 3 � 1 411 � 11___•--. u �. ._WALL .. 1 -- , 1 - !� I 1 I O1 _ x , a© a .r+^ar..n.'+sr '" •«•.n,.G«.. s..w. n:+w•,...auw,.. n.Mr. , ,,'..w,+R^"'• ,a,,.,.,...,.w.r+,..o., - , - "i `''p�l'r"•n"o„""" .,•r,.aw...r rr,w,w,>.wr r,...r. .,.-.,.. /M•••anr.+n„w,..-.w T..ww,u..,,.,..,....., ,.•....,a, .«...._.,..,.,.,w...,...• � �•d, .+' ...r- * � i' r' I � , i ,.r...., •..••+i�Rwr,,,,.---'••�•�urn ..+,•.,,+r,,,_,-.,..,.„-.yyw.•,._.:ec....,r�wts'wera:a.. ,.. �. � _ .. .�n- .,...-_.. ,. . ..,..! _- ._._ - IlII111it11Il11IIIII1111111IIII�IIIIIIIIIIIIIIII111IIIII11111�1Illi�l"+'11111IIII�IIIIIIIIIIIII) IIIIIIItI111II�IIIIlI111I111It111111IIlIIIIIIIIIIIIII1111111IIIIIIiIIIIIIIIIIIItIIlI1It1�IlI1I111 �� ° • NOTE: IF THIS MICROFILMED I - 2 3 4 _ 5 6 7 8 9 I0 ! I ! DRAWING IS LESS CLEAR THAN I THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL. j DRAWING. OE 62 92 LZ 92 S2 b2 E2 ZZ Is - Ot 6t QI 'L 01 st bl El 21 II 01 9 9 L 9 S It, •t. E 2 1"• ' ,nIIIIuIl1l11n'rI1n111u1hnrlrrullnllrlllll111111HIu111uuI11unu11u111tInIIIIlI1111II111I11(IIIHIIINI�INIIrIIIIIIIlI1111IIIIJIIIIIIIIIII"Ill�ilrlrnllnullnllllululL�IlulllululllunlllllllWWIlII111IUIlIIIIlI1111IIN1�)I;�I�IlIIllWlll�I�IIIIILI�III�II�I � APRIL11991 a ll.� Pk' • i =VIAL IUIMINAnl) AWNIKS 5YN[fgTlC SPUCtXI ` ry Is will he received ONLY from Contractor3 who have teen approved At the locations show, apply complete synthetic stucco finish system with All work shall be completed under the terms and conditions of these documents and Key and dowel all construction joints. Construction joints to be at 20= o.c., Studs, posts, 4" or less Dauglas Fir #2 Proposals IsF M h� shall be in strict compliance with governing local, county and start codes std arch way. Provide expansion joints at walls, columns, and as nKpired. ., %m app w; A orsdinsairtcas. Corttractar shall acquire all necessary penins awd pay all fres. Joirys, rafters, nsedars las Fir N the Manwfacturner of the /Fled awn/ materials as lifted applicators integrallycolored, tsrtulod finish over various baso materials. Dourg prior to bid Cita,. R-wu•i- and DHYVTT are approved materials. Follow the manufacturer's printed ' dal Inspections in c ]lance with U.S.C. shall be provided as Bottom of exterior footings and foudettaraW shall be to a min. depth of 21-4Y' Amems and Stringers(rnirn 4norn Douglas Fir 01 P onP welding. P rsqulred for: c�alawfed wilt de, ora min "ter. of 11-0" into ori.gtral undisturbed or Submit Shop Drawings to theArchitectfor review. Show all erection details. specifications ifications and application instructions and detail`:. Installer mart be you`d-Ln• t concrete and stnictuaal weldlr Ceiling joists Douglas Fir N2 Design frame basad on tri arizatim to 1 with applicable show and roved wAnufactuuer. Sill plates, framing on Dmglas Fir , wind loads. W�rerme reference is made to ASTM, AISC, HCl or other standards, the latest Issue shell Mottos of interior footings and/or foundations shall be to a da. penetration of 1'--0" carte. or naso my standard, preservative treated At the locations show`` al the r. Ins apply a complete an a[r► unth a taxturou •;� ap.a,�y, Use acrylic eesammeled 11° sc{uuare or i" x 2", .060 rectangular tublrsx thraghwt. card finish with int nal color. Installation to be by an af><oraved appllutrn- into original undisturbed or cuapected soil. Pon-` block! stripping s Fir ''t3 ot- better r • �� , Pp � �a . Spreader mars and rte rails to be 1)" star! nod. Use 1" x 2" vertical tubas and accomniirmg to actw-ers recommendations. Design Criteria (In addition to strumtcure dud load): No excavations are to be made within a 1:1 slope from the Loecce of a Looting. approximately � r fort ani bottom rails. a ribs a raxlaatel 4' sport. Will sheathing -VO-APA CC ext, with exterior glue, group 2, 24/0 with 8d nails No metal trim or contraction jar.r>rs permitted. Use P.V.C. or simdlar Beef Live Load 25 PSF Seismic Zane 0 6" O.C. at edges. 16 oz. 37"wide translucent virryl coated polyester fabric, color coated both expansion joints. Joint profile mist be similar to Keene Ir�sinjoint I. Architect ' •----.� }par footings in one operation atter setting anchor halts said dowels. ` l koof Dead 4osd I7 MF Wind lard 00 M N !t(P 0 sides. P•R•I-S•M•A•X by Advanced Vinyl, Inc. Color from stock selsctiant. must approve location of contraction pinus prior to beginning installation. -�- Mm iamen+hip tolerances •- Floors level car to sl Roof sttsa[hir - 3/4" Ta 441/24, strutt. I with exterior lus, 10d nails within 1/4" in 1<1 Imt�t. Am 1 *i wtl N 14 clmanical equipment, or other items exposed concrete shall be formed with prvsenrslons removed. At rode pockets, voids, 6' O.C. a[ al edges, 1 trails o.c. at interior supporta. cad• bloGkln9 gg pons`PiBry. Provide all required rror�corradable fastenings, connections, sccc�ws, nuts and No areas of dissimilar color or areas of disttnguistable dissimilar finish . prontukty to a over !eras over SSM uddi ate lung spa).ls• and cracks, chip out to remove loose arterial, apply �Y alhosive and fill bolts, etc. regdred for proper assembly and suwppurt of all parts of the work pattern will be acceptable. by a cyetew approved by der'lgrs agarol. Arty load aver Z(l0U shall have uddttiatal w)th 1.2 cmrenw mortar nix. Spans up to 2'-S" - provide plyclips 11-0" o.c. in strict accordarxe with manufacturers recarm-talatioru. Ill 1 Spars over 2-8" -• provide 2 x 4 blocking at all unblocked edges. Provide caner with 10 gallons minion of finish material, of field color ui framing oche dna p red to transfer [htsse ebrxls to the samLn structural beam or walla nail`s► Attached P•R•1•S•M•A•X at the top of the awning with the use of an elua num a� oche cwt ae approved. Concrete Fl a twork: Wearing Bleb shall be smmoot h L`oral ad. Slab eK»tructlon joints to be 20'_.0" + o.c. each weir. rnl d W h. PAIXfRC �ulol� WbrWsmmrsshi extruded C rail. On all l rens i n t aides of the f rime P•R l•S•M•A•X t e laced wall( atoll he as indicated cat dravl�am be+oaa ilNmtlr rrra At�-[T - o.e. p• r'g de ' ' to a tie rail. In applications requiring a closed b Lem to the awnl these - Verify all dlssertsiexts and conditions on drawlrgs and in field coordinate locations ami expansion joint* et building walla, columna, ani as requlraut. Pre `arias of surfaces: ' - Fit all wvtit neatly and accurately. Fasten securely to produce plumb, level, mmethcxha of attecttmerut ire revrrmmed, e.g. tM C rail is loceccd on the ttos of t'° of epwdr%s through flours, ruofs and walls with architectural, aieclanical and electrical true and rigid wcx{e. Do rot Q*, drill, or notch :tructural messbere without the face ani P•R•I•S•M•A•X is laced to a rte rail o, all renmining slues, iJoodwork Sandpaper and dust clean. Seal knots ti d pitch pockets with drawings; notify architect of any disceponcier. prior approval. Tolera,-xes. 1/$" per 10 feet. Including the top. shellac. Putty cracks, nail holes, tett., aft•!r first coat. BackprLma • DIVISION 4 - MA90WY - Provide all material anon! eequipmmreM rnectssary to protect the structure, worlaeren and Mcxurnt sprreder tiara horizontally to thea rib on fair inch legs. Align spreader all trim. Steal tops, botums a;-d edges of all doors u;:mors delivery to job site. other persons and property during construction. bars with horizontal heal sealed Beane to avoid double shadow during illumination. Galvanized metal: wash with copl,er sulfate, lit dry 11 hours and wire brush. Provide all necessary temporary support prior to completion of vertical mrd lateral Provldt rctltd blocking et top of ell calls. Attach frame thru punched flat bar tabs welded to the frame member. Steel: clean fret of dust, mill scale. Wash clean. +! load system. l.'2. W' Deliver materials in manufacturer's original, labeled, unopened containers. Use 1 raw double [she 80fi MA lmellli ) or high cxK [ fluor«scent lighting. Protect frcrau dame Install roof sheathing with face grain perpendicular to supports and stagger end nmp g W Wbrdananship: Sub-contractors, crafts and trades shell use •killed purrneymren qualified by experience �' joints. Block roof sheathing as noted and nail as shown on drawings. Provide nddtttonel raves for arasirgs over 8'. Coordinece quantity of fixtures, „ and past performance to properly exw jLe that work, craft or trade. Do not lay units when temperature is Wo F or less, or expected to fall to parer service and control. with electrical subcontractor artd with General Contractor. 'min paint per manufacturer's reccnnn•,dacicnb. 4tyo F wLthin 24 hours. Dui riot la block in rain. All bolt heads and nuts bearing on wood to be provided with a washer. • •^ Materials are listed to Indicate quality desired. Similar arterials of equal quality Y The distance betwea+i the light fixtures and the awning face is determined by All surfaces to be painted crust be clear, and dry. may be substituted upon approval. Signed approval shall be aa-datory on changes, All nailing to be per table 25Q of the U.B.C. Neils called for an the drawings the height of the awning face to be illuminated. The formula: (� x height of J, rwialan, substltutiau arxi drawings irrr to orderly material or camsaeetc! my act courses and patterns before starting work. Locatu cuts at and of pstttI area co be illuminated - distance of fixtures from face) establishes optimum s' ng +� 6 n or wall. Ilse line blacks no nails allowed. flee story pole, line vertical are to be common. Obtain "gun--nail" substitution approval before construction. e'p All previous coats must be dry before repa'nting. ' . work. Strop drawstgs shall be prepared by only that sub-contractor retained to location of fixtures for excellent illumiruatlon of P•R•I•S•M•A•X. Fixtures into plumb, lay wrticai surfaces plumb. Maks cuts t+I[is brick say, fit to are newer located less ttun two feet frum the P•K•I•S•M•A•X. r execute Chef specific contract. PREFAIIRIGTFD WtXA ThiUSSES ratsm!s. __._�. Finish surfaces rtras: be of uniform appearance, no skips, sags, Hats, ar,d brush ' All construction labor, material and c s shall be guaranteed for one Trussed Joists to be as m mdactured Trews-Joist Inc. r 1CBO research Finish with surface treaLMML to provide a twporary harrier coat to prevent mom• omP01 gwa Set all lams of other trades into masonry, coordinate as required. location as p in co ntamlmvrnts from contacts the P•R•1•S•M•A•X itself. Spray AV-100 onto the calendar year frau date of substantia) completion. All trans as warranted by product determined ;rads furntahl item. approval. Joists to be complete with ring shoes, blocking, bt'ldgim>g, � P y 1 additional coats if necessary to achieve .ntercied results. manufacturer, subject to conditional use provisions of said warranty. beveled and pre-•rtotchad plates as required. completed awnlrg with a grader-type sprayer after all copy ani graphics have been APPY rY Protect ails work and wudjofnt work frroam domage. Clean exposed surfaces as applied. r Clean up spills and spatters. Clean paint from ad;oining surfaces. work progresses. Wash after completion with water and stiff brush. Equivalent products of other manufacturers may be surbdttee for approval. After erection is complete, tarn-up all construction damage, artd remove debris Supplier to furnish complete details for all bearing conditions and other ' g caused by work in this Section from the site. Apply only in properly ventilated spaces. Temperature and humidity suitable DIVISION 2 - SITE WOW MATERIALS details which vary from Ttw•joist details. for proper curing of paint, Store paintl:,g materials in one room. Dispose of 4 brick V&Metr to rn4teh fdJOCOnt bld9S soiled rags at end of each day. Concrete blocks to be It&' weight units per ASTM C90 Grade Nis fn 1350 Manufacturer to furnish calculations to enlgineer and Building Department. O 1. CAL (fm 1500 with cells grouted). Standard, York 6 Split Units: 8" x 8" x 15" DIVISION 8 - OPENING'S cured befaree shipping by manufacturer. Pr'ovid4 shop drawings and receive approval prior to fabrication. Provide Painting Schedule: (Filler show or Pittsburgh) Proper boundary end buildlrg lines shall be estebllshed by a registered lard surveyor additional trusses as required at A/C units. Verify equipment weight and e" and verified by contractor prior to starting work. pbrtlarsd Cemmerst: Type II below grade, Type I above grads. Natural color. Exterior surface Primer Finish location with mechanical. FWDi11IWN META1. DOORS AND FTtN•1FS Lime: ASTM 6-217• or ASTM G-5. Exercise extreme care during erection of trusses to prevent trusses from bucrtling Doors: Face panels one piece 20 a. steel sheet. Inner frame 11 a. reinforced Concrete block 1 cont block filler 2 coats exterior +� Verify building ped provided in site worse contract to be level and graded as required laterally. Use spreader bars for lifts►g trusses and provide lateral bracing as g ,g .1 primer latex fcs all work contemplated under the terms of these documents. plea grm..ed: 3/8" start. clean, washed, evenly graded. necessary. Place in mrmarster gee omsersded by manufacturer. for hardware and welded. Entire assembly factory welded. ti Steel and galvanized metal Factory 2 mats 260-XX ►: ., EXCAVATION AM QW)IW Frames: Hollow metal far concrete block installation. Standard pattern Type P. Acrylic: l.ae.ex Flsrml 1.�• U nd for mortar: ASTM C-•144• Truss manufacturer ie to inspect all tnisses after the have been erected and •'�•, Pe Y 11 ga. :etrtforced for hardware 19 ga. for bucca, 12 ga. for closer, 14 ga. for "*r sheathed, arca bridging, blockimt+t, etc., has been installed. Manufacturer to strike). Entire from facto welded with mitered corners. 3 silencers r Steel arsd galvanized metal 1 coat 221-14 2 coats 260-XX ti Strip of vegetation, including tree roots below all new construction, summit a certificate to the engineer that the lnspecttos was made and that trusses strike factory tRennmove and/or cap abandoned utility lines. Coordinate with respective utility Sand for Grout: ASTM Cr33. are in acceptable condition and deet the muufacturer's design and inst.allacian � companies. requirements. Provide 4°' deep heed sections tis at masonry walls, to cult coursing. Interior Surface Primer Finish Reinforcing Steel: ASTM A-15, intermediate grade deformed biller. steel. �� Make all necessary provisions for silencers, hardware, and wall anchors. fx � concrete block 1 coat 220-Dein 1 coat 20?-XX 44, Remove any existing construction for a depth of 12" below new footings, slabs, and PoZ. paving. Water; clears, suitable for domestic consawption. We%thserstrip exterior doors. alkyd primer/ latex • Beams: Douglas Fir or Larch, or Hem-Fir/Douglas Fir Combination. sealer Door and frame shall have factory applied prime cast. Waterproofing behtmxd furring Someborn dr tcide p648 m C mbinut mem F24 exterior type g •.�, ..% Dispose of all rerswecl arterials off-site. Mortar 8 Croat: exterior glue. tooCY radius canter unless rated. t"P � Mi �' •• Grnt)c site to elevaticxa rtcIm►1m0 to `tredve the vanes ElnluJres, aril slop` m or WR Grace Dehydratine p4 2000psi type S mortar, per AS-IM C270 and UBC Chapter 14. Use only fresh mortar Industrial appearance grade where concealed, (Gant CWnbw- beams less -than 20 to drain to exist/rag catch basins. andrant. L'se no ret m g °r'pcred mortar or that have been neLxed for more Material supplier for glued laminated meribers "11 tncltede manufacturer's WII�OD DOORS AND F3tAt•ES (T@r,L�NT IMf°I90V�MErNTS�, Gypsua board 1 coat 220-12 2 coats 201.-XX Assumed soil bearirg pressure is 2000 PSF. If expansive clays or other unsubitable then 15 mdnx.es. Grout: 2000 psi crApressive strength in 28 days. certification of moisture content, structural grade and RITC certification with flat latex w j • materials are encountered, promptly notify Architect. Do rot proceed with work to delivery of material to lob site. Doors' "etal doors and :rames Factory 1 coat 220-07 those areas without further instructions. Take all precautions to keep masonry clean during construction, and provide final Solid staved lumber core, good grade red birch face venetrr -J -re stained and 1 coat 214-XX .i r cleaning before wellrg. Shipall glu lam menbers to job site in nonstaining, weather resistant, painted, Weyerhaeuser Roddis No. DSC-1, or approved, "lit: )r installation" latex enwrnel All imported materials shall be clean earth (no expansive clays) or crushed rock• reinforced kraft wrapping. guarantee for inter-or use. Moisten only as required to achieve maximum compaction. Worcasnn,hip; Wood doors and casings 1 coat 220-07 1 coat 220-07 Furnish with one coat clear waterproof sealer and apply to cuts before installation. Institutional hollow core, good grade, Ted birch face veneers where stained miscellaneous wood trim enamel undercoat 1 coat 214-XX Place required fills in 9" layers, compacting to dry density deemed appropriate by Bond: Rurnlrg, � offset. and painted gratia hardwood where painted. sails investigations. Compaction to soils shall be 95% maximums density inside HARDWARE AND MISCELLAI RIS MA'TEILI.ALS Weyerhaeuser Roddis No. Dl•tC-1, or apps wed, 2 year guarantee, interior. lding and under footings and 907. nwxhium density elsewhere, 5tarndard Proctor Joints: 3 o„ hscon are bed, frill bed joint, shamed head joint. Tool concave RESILIINf FIIJOR OL71/ERING (TEPIANT IMPRAVEMENT`y� � /►STM 0690 outside. Tool concave inside where exposed and smooth miner` cextceoled or as Hated. Sheathing Paper: 15N asphalt saturated rag felts. Apply to all exterior wood Vicryl CciVnitton Tile: 12" x 12" x 3/32", Armstrong. Firnlsh 1 box spare UJ W Base material immediately under slab to he 6" layer of 3/4" virus compacted crushed Watting: day concrete block wdry. ro its dDo t wet. framed surfaces. idle to Clutter. UA rock t ~ Nails: Details art based on common nails. If other fasteners are used, provide Provide louvers as required, and blocking necessary to receive hardware. V at • PAVING Reinforcing: Provide per code and additional as derailed. Wire tie all laps with , P Vinyl hese: 4 topset, for vinyl cort��ositlooms flox,rs. N16 aerealed wire. Lap all splices 32 diameters minion. Iratall in longest catalog data to determine capacity and quantity required. practical lengths, At hallow core doors, provide adequate blocking to receive hardware. 4" carpet base in roam to be carpeted. re. '.. Base Cause• Class 2, 3/4" mwdmnus size with 4% passing 0200 sieve. Min. thickrnecs, Lag Screws: Pre-drill holes screw into place. DO NUr DRIVE WITH HAMMER. Surfaces mist be clean dry; temperature in space 70o F for 48 hours prior to LLL J - 6 Doors may be prehung, coordinate as required. and ! week after setting. Y Mssony Reinfcnuing: As Shown on nlrewingb. Bolts: Size as shown, 1�" minimum edge distance in wood. Provide washers order See drawings for hardware re irenemcs Use adhesive r manufacturer's recommmendations. 1 with notched trowel � Q Asphaltic concrete (OSHD Type 'C"): 2" lift of plant mix, paving asphalt:, stearin all heads and nuts bearing on wood. Retighten just prior to,closing in. ho �' me APP y ...7 refined. 50 - 70 penetration where! possible, otherwise 85 - 100. 1 with mechanical f�ieas�,: lM+r !� t�OMr 20• �4 all ogiL re��it,t steel wlldl slim to become tacky before setting tile. Clean flare at completion, mrop M � � -'• APPY �s bearing on threads. 7' spreader. Slope all paving to drain, and match edges with existing paving. a lab`! uttetlC� Belle De L LE. 1 st•appi g b" tap at up oftw .am. �F�p clean and dry. Apply two coats of wax, buffing after each application. •au hoddined Nuel in w mawltlltWmo 4 unkritesrtaptari row. clew 1 bKo -- �+•+ Framing clips, joist hangers, and sheet metal accessories: galvanized steel, LlJ 1 r.+onobar chlorate weed control Co area to be paved. r3� � eelLa W� /�� lYLll �1 eNla �� 1�& WM solid IPS• Door d window frames to be 1-3/4 x 4Wj 6063-T5 aluminum alloy. Dark Bronze AOQISPIGL CEILIIJC (TENANT IMPRUVEivtcNTs) APPY Pa 16 ga. min. with matching nails, corrosion resistant. Msdbers noted for pre- � ustype glazing irdurancdic finish flush Cglisectiats with ccrtuotts black nitryl glazlrg � C CaAepres,aiee strength i's to betrelritied by pries testing in aoeordanso menufactun-ed item are from Simpson catalog. gaskets. Suspension System: Inverted T-her with min `vase`s at 4 o.c., r 'with section 2405(C)2 at the 11406 Upitorm RuildilNp Cola• Testing shall FINISH CARPFN)lll' AMD MIl1llORl( suspend from cverhead structure at 4' o.c. with 12 ga wires. Snap-in /� Laclude 3 grouted and 3 ungremted prisms mmede aamd tested per each 3000 — --- M&Lching entrance doors to be 1-3/v" x 2-3/4" narrow line style with concealed closures cross rumors at 2' o.c. white-painted steel. Provide matching edge trim. V, b" extruded concrete curbs, where shown on plan. Sack and finish to uniform appearance, severe toot winamhmm. Retntorolag to be itmtsiWatsrd by indepandstrat tesgimo Interior wort! trim: Douglas Fir ie .nod Better for painted finish. b}, Pedlevel. Z j„ lab at smsmsh stout pour. Provide searsdard hardware furnished nertubfacturt r. Suspend level. <0 Painted stripes - 4" wide, 2 coats of Traffic Yellow highway pe-Int. Paint standard Workmanship: Cylinders to match finish - shall be supplied by finish hardware contractor. Provide seismic bracing per code requirements. O Z 3 handicapped symbol. Painted legends 'Y"arpect Cary", "One Way", etc. as required. Construction shall conform to best quality standards. Weatherstrip exterior doors. Acoustical boards: 2' x 4' x 5/8" with factory- applied white finish. x LANDSCAPING 6 IRRIGATION UNDER 51t�ATv AellifiemeNT Spray-applied, amnions coverage cecNt,red. 2a DIVISICN 5 - METALS Provide blocking, stripping or woad growds as requited. Caulk as required with Thiokol type caulking for waterproof construction. 0 .� doulaw 3 - 00FIC 'TE All exposed trim shall be machine samxfed and finished smooth. All components shall be fully protected - with rejected components replaced at r 1 I let Provide longest possible lengths, miter all corner joints and glue all exposed no additional expense.GD* _ AAL corners. u,,, Q PrIsr to placir,$ concrete, fa a- m K bpi in place, lined, braced, lubricated ad Install all materials with finish nails where practical. Countersink nails. fill '-'•' C) LL' l%Aldhardtd. All reinforcing *teal in place and wire tied. rltrtmue aid area of Structural and mdscellanaou* steel: ASTM A36 and finish to match. siscamere free of forei metts-- Thnrme hly clam AU owfaces to which raw Tubes: ASTM A500 fy-46 kai. GLAZING �•+ � d, Cam <Q rete 1* to be ►rbnd.�' ''! •� Glees shell comply with .- 4i1lcable requirements of Federal Spec. DD-6-451A. Each Detail, fabricate and erect per RISC Specifications. All welding of re-ber ' ' at �g'weigic 1g Or or inserts to conform to AWS D1.4-79. All bolts to be A307 DIVISION 7 - T1�7UT AND MDIS'IURE I'R ECTION pier: labeled with nacre of rrerufectuuer, grade and quality of glass. Indnpende+nt tenting agency shall be employed to provide special All welds to be made by Certified Welders to AWS Standards with E6W or E70XX INSOLATION Class type to be located as noted on drawings. V! Inspection during placement of concrete and during taking of toot electrodes. '* ipeoiantim as pec flection 306(a)1 of the 1948 U.N.C• Provide tempered glass in strict confornrnce with code re9drenents. Provide standard plate washers trrrdar all bolt heads and ruts in contact with wood. sire: It-All, foil ore face, anchored tight to roof sheathing w/wire support POfQS � �" chick polished tempered plate R P Y Primmer: rad oxide two coats, Fed. Spec Tr-P-ma, Type 11. Fxterior Stud Walls: R- II , foil am face, staple in stud stwces. �;" thick polished plate Exposed surfaces: overlaid 1 or exterior 1 Concealed surEacea: 1 form Double strength 'B" � � '!"•° • ��„% � P Ywood P ywrxtcl• or ahiplep. MSCE AMEUl15 `£TLA., ITEM Perimeter Insulation: R-4.5 rigid insulation at edges of floor slabs. .A BW Ld true to line, level, watertight, readily removable. Loosen after concrete Mirrors as indicated on drawings � 'n.;• . g''t As required including. S hos w.t to faci!itate curing. Leave in place three days. 1!>tJILT-UP Oa�05ITI0N ROOFING; Set true and tight with taped edger or gaskets on resilient shims with glazing Bungler Bars: For all exterior mer minical and rant openings over 12 x :2 inches /m Footing f��rms may the omitted, tort must have firm clears earth bank; excavate 2" 1Mxdable composition built-up roof, with U.L. Class "A" Lstoel IF'iGerglass or compound square. V x 2" flat bar frame to fit inside opening. k" rand smooth steel Z `I 0 odder thin dinmeension shown. bars welded inside frame at 8" o.c. Fasten to framing with 3/8" x 3" lag screws equal) with Mineral Surface Perm` Cap Street. Fterrove excess campxound aril clean Rlass, frames and trim immediately followlryt U " REINPOWCING STEEL at 6" o.c. grand frame - with heG eds welded to frame after Lsntallation. Shop- Install per ens Wrv%intg Fiberglas 1967 edition Application Guide. glazing. t► , ,,- 'A •'�'_ , .- — primed fin:ah. Verify with emrs�:hnar►ical for number, lo�c+mtion 6 sines. ',,;�'• Ikinforcltg defonw4 bars Per AS"iM A615, gr3xde 60 unless shown otherwise. Welded „ , , Irutall roof-aournted appurtenances furntsMd by `that*. m - wirer mesh: A4% Wire for block reinforcing: A82. Detail, fabricate and place Ladder to Hoof: 3/4 a rungs at ]2' o.c. with 3/8 x 1' FR each side, ]R' a)xtrt. DIVISION 9 - FINISHES dj � reinforcing per ACL 315 aid CAS: standards, Arrcftcrr at cup, Gottron and midpoint. T4s �•+ General : Dor t install roof!. materials over wet or surfaces. Minion temperature 40 F and rising. lean up debris, spills, anti spelshes. Guarantee, Y (� l� Provide in largest practical lengths. Set main reinforcing 3" from earth and 1" DIVISION 6 - CARPF?rTRY 1 year, GYPSLH WAI_l1KPM � � � A from fonred surfaces Clean free of rust, oft, and mill scale. ---- YYY SHEET METAL Store rmterials in dry, protected lncation. Provide heat to maintain 50o F = C) d r Provide dowels fmn footings to match all vertical wall reinforcing. Lap 27 diameters C43VAL � min., when taping and texturing. Provide adequate verntilation. � 0 � $ ;or 2'-0•' minimum. ----- All materials galvanized steel, watertight and weethertight. 1.25 ru per square ys All wall reinfomitg to be placed in center of wall unless shown otherwise run tie Store materials off ground and to insure drainage, ventilation, and weather foot zinc. Solder and mater joints in gutters and dmmpcuts. Prime edge of Protect work to progress ird work of ocher trades. Re trove debris, cleanup at • protection. Protect all work in progress and work of other trades. Repmir gravel stop with asphaltic primer'. Qmrantee, 2 years. Attach with galvanised completion of this portion of work. drarrirps any damage acrvring as s result of this mark, nails. W Materials: e Verify re9dresto to with suppliers, other tridet, and 0,aser--furniand equip- Material Schedule: Gypsum board 48" wide in lengths as long as practical, with approved anchorage. Z`+ *.' Mix, piAce and core lir ACI 318 mrd 318.1. Minimum csvnsrx content to be S seclur eerNt before starting want. Provide backing as `squired. GAter 24 ga. Provide 0100 Pert-A Bead and 0300 Peri-A-Trim. per cubic yard. 1i>I'gfA Du"FK"s 24 ga. @ exterior, steel pipe at interior 0. 1 ..�, Gravel stopps 26 ga. Seal joints with Peri-A-Trim and corners with Perf-A-Bead, utilizing Psrf-A-jape. r _ Minimum 28 day cao!rptr'esslve st rength,300th psi min. (3500 psi at walks ar-d curbs.) Standards: Concealed lamhi 22 g` n$ 'Standard ready Wx plarit design, maximum size agfrogate ll.", readmua slummp 4", Douglas Fir: WC1B Gran:Ing Rubs N16, 1984. Joint Cement in 3 cast procedure. tJ A Type 11. Fort 1 ar<td cement. Center- �papp{ Center end joints ext bearing. r • ', Hater reducirR adn+;x (Pozzolith) for *labs. Redwood: California PAA;ood Assrxiation, Standard Specs. r4 O•• ' Plywood: Softwood, construction and Industrial PS-1-74. Use 3-ply up to and Bilco Model S size 2'-b" x 3'-V'. 14 cover 6 curb 22 cover. P'h� suitable metal trim wherever gypsum hoard aborts a dissimilar material °ony CeNoroteu atresnoths n Epaf 11 28 dells) - , ' pr ia' or wherever is to be !bq�osed. , Leaurred salis a tanaltdatlloft, Eooti,n4s - 3000 - t" including 3/tl' , 5-ply over 3/B' . Calvartlaed atetl with 2 coot rod oxide primer. bson yrs'rLa fo sld1on, f 3000 t" Gra1" f! lea irrulation C Provide Dur--ABead 0104 at all exterraml co�rers. lfty Control: cyllrtdar twists shall be potters" to verity concrete each Marks Legible, official grade mark of al vith a l id mill-ata mar on �g each piece of structural lumber and plywood alrntg erith mill identifying mark. SptittlW lift meeharriaa and podlocWubls operating handle. Provide water resistant Fypsum board behind tile, oinks, and in Collet roams. + teength in aoserdanca with 08C Standard 25-10. Member of cylinders i(g -t'vbe)) `be 3 olrlinders taoh date of pour with tits basted st 24 days and owe 19% weixineum CAUIlCIt� Water - shall moisture content. Nates - shall tahe rope; Sd for k", 6d fc,r S/8". �T e potable. +v. . t i days. ' lacipy, Caring t Pixishinot All lumber in contract with camtmtste tit tlbeoney shell be pressure treated. Pride �-hy,okni milkir in strict accordance with maf Installation aid finishx.s: ' ` Wrists port concrete I"* truck to phaco at final de"si t in 6ant iousaw aborts, of al I esquire is locations - include ince between frameandarm. leer, witbout loss ON 00paratt" of tmatelrials. Ali pieces 54S unless detailed otherwise. walls, at window and door (raures and all expansion joints, its. ' ' Install In lag lengths, with end and edge joints over supports. Putty, tape, and reputty to uniform surface, with suitable metal trim at joints r . !lace Met Concrete apirtst cantly wet satkrete, with no Cold joints. Compact and and edges. vmorit thoroughly into coasters and srotnd neinforctrg steel. lint mmeslt into center 4 of alAl iftla plsciatlWnr slabov E4LIF'1,.v,_�'.)169., DLJP91')C t 7': 12 OF 45 A l h , ;r wa•�n. ,..........•..aro+.. ..,.....awn......,......,,,.,,,,,.Mf.mwo..,...,. ._. .,,_ »..bs,,.. _........- �.... "�..•.••`•- - ! �!!'I+1►�'1+I+I+IIS''I�'ftItIIIIIIIIItIIllfillltlillllj1I111111j1�rfilt '►`lit�lllt►Ij�lll�tt+lel , 1�111fII1lf)n IItfIII�tll�llt�t�lflllfllll+�+I+I+I+lil+�al+I+I+)Ill+I+I+�al+l+t+Ial+1'1'1'1'1'11 .,," NOTE: IF THIS MICROFILMED i l DRAWING IS LESS CLEAR THAN THIS NOiICE, 17 IS DUE TO 114F QUALITY OF THE ORIGINAL I DRAWING. 0E 6? 9? LZ 92 SZ bZ EZ ZZ la OZ Si BI cf 1 91 SI to Cl ZI if 01 6 9 L 9 S�" 1b E 2 + "r ,r�llunlilu�lullnn{nulnn{unhuW{InIII111IIlitluu{uitit�n{rnlliut{tuiluil�ilullllt�Ugllttl�ltulun�tW1111nt�mlltl�IIIItIltullttlWltnWI11t11uttlttuliWlllltlllutllulllttulluljllHlW)11{UWi�+u+luil�nnlnn�lulhllhfisilt11iU11y111I11lliIIUilIul1111I11U `t � 1•: Y,4J, a, APRIL, 1111991 • WC � o cc ■ 0 �_ ■ Wyr ? � � CC EX TO DRAWINGS IN Al COVER SHEET w ~ W PLAN/NOTES & DETA0. S f-- A3 FLOOR PLAN/DIMENSIONS A4 REFLECTED CEILING PLAN rj Z A6 ELEVATIONS A6 ELEVATIONS �---- ---� A7 SCHEDULES A6 DETAILS O of Ag DETAILS --�'� —rJ-- A10 DETAILS t~ All DETAILS I o x SPECIFICATIONS Al2 A13 SPECIFICATIONS A14 SPECIFICATIONS N � m� U � 0 V U 0It oc a MARKETPLACE LAI,OF TIOARD ° Approved.......... r wmi n �� oZ1Conditionally Approved ..... � -R1 SEATING/EQUIPMENTTIGARD K�3 b� ;�:only the Aar PERMIT No. z — Old Country Buffet ......... .tw ..... .. . .TIGARD9QREG4N Att3Gh.............. .. . . . .... •• �0R3 SHELF TYPES R2 EQUIPMENT ELEVATIONS See � Job Address: vl o R4 SHELF TYPES KEY PLAN R5 SHELF TYPES - - --- - - 39 FLA IK R6 COOLER l FREEZER DETAILS 01 4 z R7 KITCHEN SINKS / EQUIPMENT r R z r 6. o y (I R6 FIRE / ANSUL SYSTEM fiiNIJItIN UI!iIFY FIRE MARSHAL OFFICE APPROVED . . . . . . . . . . . . . . . . . r� 01 on CONDITIONALLY APP130VED . . . . . . "1��' S l APPROVAL OF ILANS IS NOT AN APPROVAL OF N 4 OMI ION'OR 0VERSCHT3. $� AT LETTER . . ��,ME1 SPECIFICATIONSBUFFETS , INC E AN;; 'X INisME2 CONSTRUCTION NOTES DA E ME3 EQUIPMENT SCHEDULEVIKING10250 DRIVE a ME4 EQUIPMENT SCHEDULE 55344 ME5 EQUIPMENT SCHEDULE EDEN PRAIRIE , ES ® TA M1 PLUMBING M2 HVAC16121 942 = 9760 M3 DETAILS E1 LIGHTING ■ �� E2 POWER E3 DETAILS ■ ENGINEERED 111111 CONCEPTS FIRST 5TREET NQRTHEAST300 n ! PROJECTSUMROCHESTER ,� �� 55904 "°�^ ^640 VIClIa1TY ANCOUVE ASIAN ton ye. � OCCUPANCY : A2 . 1SMALL ASSEMBLY [RESTAURANT) _ smrl. v LGIyg� AASH/ �— Q. a Ilbwt„tn - SQUARE FOOTAGE : 285 = 0316 15071 30 /1i�PfM �� • 1 1 Y �.�1 `e }�FORESt" IJ4 °' Pok" SEATING CAPACITY: 3 7 2 PEOPLE n AIt I ■ —) cc AllOil)APPLICABLE CODES: 1988 UNIFORM BUILDING 0 1,�tyw, Nl `_ !� CODE w/OREGON AMENDMENTS ■ —IN - low, ; : .. 1fi4 1988 UNIFORM PLUMBING - M CODE w / OREGON AMENDMENTS r.OX c s 04. 1r a�n . .� 1988 UNIFORM MECHANICALEQUIPMENT 43 CODE w/OREGON AMENDMENTS > -- �� 1� I�(s a� lily � y lY �InJt 1987 NATIONAL ELECTRICALVIKING10260 DRIVE N; _. - X�N M Gouts+ CODEPRAIRIE9 EDEN 55344 BARRIER FREE DESIGN RULES AS CONTAINED MAP OREGON STATE REGULATIONS THELOCATIONIN ) 9 42 9 t.. 1612 I�JL)._,„ L:�I.1F�'�'!.1!.1].F_,��', 1:IL1f-��t.lc,>1 7,_. !�jllrli I11111r 111111r 1111111 1ll�ill Ill1111 Jill Jil1 11111111 1ItII P 11111111 l 11 1 Jill If 1111F, 11111i11>JI Ill�lllllll 1l1lIll 1111111 111 Ill 1IIIrl1 1l1ITir�1l11111�11111ir1111�11r11� NOTE: IF THIS MICROFILMED 1 ? 3 4 5 6 7 _ 8 9 IC II DRAWING IS LESS CLEAR THAN 4 1 THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. 0£ 62 9" LZ 92 ry Vz Cz 22 17 Ot 61 B1 LI 91 SI t,I EI ZI 11 01 6 9 L 9 G t, £ Z 1lI1IIII1illIIIIIIII111111111111i1►t:IIIIIl1I1;lINlIIINIIrld111111111hINllllrl111111l1111111111IIIIIUl1111�11111111111111,11111111111111IIn11un�Ililllrnl1u111u1111f11uuliluluul1rt11nulunllullllll�1n11u11nn11nllllulllul)Lu�NWlilllllulllu�l�llu�t111111n� APRIL 11 , 1991 IP . ..._ _.. 1 (2d 3 4 � 05 OWN FULL HE{Cs4-It DOD A --- - - .L,--- ��_ -- - -- --- _ --- - _ _ �_ _--_ ------ w ^-PROVIDE BLOCKING ---- s PROVIDE ABRASIVE Q.T. 3' MIN. ul �4 [� STIB E At CASHIER STAND TO DASHED LINE- _,OM1 AIR SPAC - t a i [ � QUEUE-UP ` 1 l MECH. A9 HIGH WALL A5> m Q 124 L-� _ o PANTRY I 0 COOLER I XIST A>j —1�JOOD POST (TYF') ___ DOLE T_ ---= 1 �- - C -_ fER----------PED. SEE ---- \� __3' MIN. � I 100A _ _ — - -_ 114 0O0 AIR SPACE -_ - 000 ® 11 LAN -4'-0' HIGH WALL i A ,4r�. EE 3' PVG 00 - - - --- E U V FOR HIGH WALL 103A P TE ! REFRIDG. 00 a,T,� Q�T.�1 " 5 SPEED I gE 123 r -- -- - - --, _ - LINE I - 12 3 Q --flROVIDE 2X2 P_YWOODA11 ��- I W i >► BACKING BEHIND PHONE UNIT 4 1A 0 HIGH ALL- 1 \ - oil `� "� --- -- -- BE Tl�,� a ' 1 AND 4'X4' PLEXIGLAS IA U _- b q AROUND PHONE UNIT POSTS SE ---- '�' - t I 4 7 MIRK - STOPS I a 3'-0' HIGH WALL ` '�� MIRROR - I _. _ AI0 � I GAB . EE 14i A �' Ln s PED. ABRASI SEE Q7. t _ I � m V" 0 ' 1 I DASH D No o ci o �� ! -- LINE—\, - -- -3'-5' HIGH WALL - CONDI NTS SILVER D �y MIRROR , 0 �E 1 I � � m o . `n o agovE ® � � u ut. I o CABINET-- u� W.J r4 00 1 4 I B ,a,xj 1 a , Cc, ti z LA 0 S cv I I � _ z °CFin h r i MIRROR ABOVE r VW� � � WAINSCOT -- 1L UWE,WOOD POS t5 SEE � IRROR r Q S70PS\ 2 I 0 -0 HIGH WALL - - I -FED. -0 HIGH WALL DINING M D ROOM 4 102 �- A104 _ ` NNV 4 \ BEVERAGE PED_ - I I PROVID o -. s 0 SE I -- - — - -- -- -- -- 11� \� I A5RA51 >►� - —� cA Q.T.r1 \ I AI0 Q.T. TO I --- IA I r ii1 --- _ 1 HOT F OD 5 _ _ `',\\ LINE D,4844ED 0 8 I I I � I � CO2 10387 EE -- B � All 1 I I O U - — (Y- 5 T 0 R. >Fa L J_ X•4 6 Lrl _ 115A PED. 6 1- � I All I— SE l d I - FULLS HGT. WALL — f U All i/ 41-01 HIGH WALL- 1064 u A J 4 6' PVC BEVERAGE L �� UFFET WOOD FOSt — __— I 3'-0' NIGH WALL BY PLUMBING CONTRA OR-- MIRROR STOPS 1 18 � �• I I CA Axis ' GOOK'S � 121 COOLER IFR£EZER I � 125 126 VIDEI I I 0 0 WAITRES I / QT.Ag Q.Y. 118 L- A 70 I I I U � 3' MIN. DASHE AIR SPACE LIN HED LINE D-/ I--- 3' . AIR SP I -- SEE 0 m ----- —_-_ ------- HICKE . .. 3 I 129 EVER,4GE ICE MACHINE _ I ____-Q.7. 01 ��'Xt3' 15 I 130 d.'-0' HIGH WALL:___.� SEE HERRING BONE1 I DCP GRAB S.N. DISP. T"°4 Q'TAIiL� BARS BY BY OWNER --F.E. CAB SEE 130 i OWNER � 5 �— AIV CHICKEN I --- -_ -- ------- - - ---- M _BINK T.P. DISP. INSULATE r 1 BY O.C.B. 0: �� RP. �6 - --$GOTHS AP ID TA1;3LE5 SUPPL IED _ ____-V __ �- ,/ PLUME. CP GRAB ' �--'3� 1/2 HIGH WALL AND INSTALLED BY OWNER - A5 11 15 BELOW DISH TABLE S JJALLr � 13AKS BY OWN 45 r LOCKER R 45 I "_-RECES 7.P. ---109 - --- �OVIDE BLOCKING FOR Q -_�- ,DISP. 8 C 9 H Y - lel �' - (-� PED �. �; _ �-�_ _ T' 0 E !^J�� 6 5 �--J 5 3E BOOTHS AND TABLES AS REQUIRED- S AP L__ DOUBLE �A5 - _ - — 4'-0' HIGH WALL__- _ __.__ DSP. 1 T.P. DISP. - -iEESSED A� r- — --- _ — I B $� O.C.B O --- -� -- 0 D. SE �� F.E. SE - .. HIGH WALL -- T.P.7P. DI P. > Q " O / 'bM IN. Q Y O.0.B. OFF _ - -_w --�-- --- ---� ii I 4 - FOR H)�CP - 5 ,gyp �P 110 � - DISHWASHING O V Ir%c AC RAS I vE Q.�P07 WASH - -_ -- -- -- — --- --- -- — -�_._ 1 5'4MIN ' gh1EOW ERS la 131 t0 DASHED LINE—�_ __\� 134 `'_"_" _ 112 / Y FOR HDCP ni —� 1 GA A C �' 12 — ,� -- PLANTER 1 r - 3C \ Q �! r SURFACE Mt. r- 5 — — - _— � A10 A5 � � --- — — - ac - _- ----- ---- __ - -- ----- - - - - -------BY-OI�R -- H TRAY Ut ASP MT. t X INS. PLUMB WALL (TY?* - FLOOR PL.i � furans BY OWNER P.T. DISP. BY OWNER -- --- SCALE: 1/4" = 1'-2s" ---- ----�� r. .I. r�©c�. r.-.+uF::,9(;�,�.�,�, IM�ur�g(:)1;17-� 1 1.4 O 45 .,.,,, ._.. ........_...,.....,.........__.Apr,....r-«^-..—•r ...»..._.....,..,w..... .r....,... �.«.�.ra.,...aw.w..... ..«..«_.• _ • IIIii Iltllil Iltltl� t1t�lll IIt�111 1{11111 Illll(IIIIt,tll tItI111I1111111 t11�111I111111 IIIIIItIl111111 IIIl111I111i1111111,IIlltllllll�tltltlt'�It111�111 IIIt�111ltll�tltl'Itlttt�tl✓f 10 I I I NOTE:: 1 F TH IS M IMF I LMED - DRAWING IS LESS CLEAR THAN l TVI IS NOTICE, 17 15 DUE TO v TR W QUALITY OF Ttf ORIGINAL OE 8Z 8Z LZ 9Z. SZ 1rZ EZ. ZZ IZ OZ 61 91 Z1 91 SI t,I EI ZI II 011 6 6 1 9 S'- t E 2 1 . fr �II�IIn1lnl�unllln�uuhttt�nttllnl�uNI1N1INN�IIu�nuluu�tutltut�un�ItlI�1111111IlIIII1�1fIt�IlU�lln�nll111U�111111111�I1U11111�U11�1i11I1t11�III1�I111�I1U�111L�1111I11iI�111111111�1UI�lUl�UII�IIII�IU1�1111�1111�1111�11111�UW1111)1lllllllllllllU�III�IW�11111 APRIL1991 � 1 Lu0, NNW 32'-&' 29'-9' Lu 2 C� o L uj C4 w > UJ L L L5 QUEUE-UP 3'-10 Fni AIR pop, '24 ()[-�] m b PANTRY COOLER too IOOA _ _�-- EC. 7- SUSEL CART CCF:FEE PLANTER _V 123 120 2'-& 3/4 8 -0 PLANTE Ll in in 121-01 ■ FIE a- , IL2. 3--1 1-2 5/8 2 LL 24'-0' 2,-e,, L\4 -3/8' a - I 1 0 ;0 -z-3 K-- jip E� Lu =r 1:- 0 z L� -N- m 0 1/4 Ifs' 04 1- COND IMENT!5 SILVER , � 1 -3'-4' V) 3 o. __4g D m rg "IMPORTANT. CO 0 ALL PEDESTAL DIMENSIONS SHALL 0 'p. V" w 5E /ERIFtF_D 4 COlu- ISM ORDINATED WITH V) 0 z Fz o 7 2I _1/4 r.415INET m,4.NLirAC:T- ER'S SHOP DRAWINGS- C V-Bp 1/4' z F-41LUFRE TO DO SO C14 d) wu SHALL BE CORRECTED 0 NO COST Tr) THE OUJMR. co 4'-0 31 IN 24'-0 go 39 q . 0 pi, b ;t DINING 0� A, '4 Q0 T:CJ 3/4V V-11 1/4' in .0 H BEVERAGE <' 7n J IA to Ho r f=coc>s BUS L Eli CART -1cFFEE S 114' 11-11 3'-1 1/4' 0 (C 2 <, c: fir - .122 —7 IT --MIX in U 0 4 r +.ti. in 3'-11 1/4' 12'-0 3/4' 5 114'� it. k— & 4'-e 3/41 u 1-3 r 2'-1 1/2' L 21-46 4 46 21-4' 21- 1 f-ivj� fI r - fl BUFFET Ln 31 I=161 121 FREEZER Mij C�C�ER Lu IQ 6 - 4' 41-0@ 81-31 LUAITRE" d)to z CHICKEN 'MIN 2'-4' COLER a- I 1/2L' L 1' 9' 8'-@' COOLER 2'- 06 31-21 15EVERACirz ICE MACHINE [ 132 3=0 -1 / " 01 21'-3' 1-41\ LIN 4'-2* "IN IN 2 0 139P CHICKEN t'llop Sl Pfimfm E:12�] _4L 51 k7- 8' , 2'-V -31 &;d�- 10 31. LI' 1 4'-2 12'- (P170@ IO'_O' 3ro'-O' LOCKER p F' c!J4) li—OCE `21 , �Q I — - �' .31 11-2' HIGH WALL 3LE BELOW DISHTAL 2' At 2 Q -1 ::_7 _ U— C14 L OF:FICE POT LUA40H 1.-1'-1 DlSit)43HING 21 '-0' -- ---- - 0 WOMEN S [134 C4 tIEN'S -311 al 5US r_ CART 10�� - PLANTER 112 (p PEJ".1,1 TT 1\105,- .1.5 OF 115 Jill 111 1111 111 2 3 4 5 6 io NOTE; IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO THF QUALITY OF THE ORIG114AL DRAW I NG. OE 62 92 iz siz cz v? c? zo 12 02 61 81 LI 91 rj I fp I cl if 01 6 9 1 9 s 11P E 2 ism oil IIIIIIII I I I I I IIII I I I Ito 1 1,1111 11111111111111 11111111411111111 11 IthIIIIIIIII III III 111111111 11 Idil APRI1 ; 1991 n2 C4 31 '24 3 4 L' 2NNW 1 -- ----\ " W Q 30'-01 --- --- — 0 w r- f W C � N CA UJ ° `\ > � . TIL M 8 7' F.Va bT 15 lima — W ruj �-------_ - °—O OO —_■---- _—_--O--- ----- ---_—__ _— _ —O--_p—------- - —O--lr—l_T ■OO■ - - - --�■C-�--)-- _---O - -- --(-�- j----- — -- - u-P-�---_�---O— --!---`O'------■- -o-- ------_-- --t---------- - -_ ■■-—- -'O--- —O- --- �- IJQ- ------- - — PANTRY I O— ' --- a- 124 ° - mi AC, - - LE 42 MTF.' 771O AC,TIA V-26 O ° O ASF.ACtLE 42 IV' GWA Ob T241 T 1 1`1.j O ° O ZU3"mmx�- � v 1 oH�ro`r— t " O4LN L" ° OO 0 O0. Z LA C. TILJ I IM 01.121 APP. ° O r u16I ZC a 1 HEA O ■ O � 9cz `' � p Ms `ns O >"m 39 Tolse fr aAC. T w -Z' O ° T _7 14 AQ TI =10 O O° O O o o ° ° ° O O O T Tr +D&'--21 APP. - � rU_oV • l y ,i� ) ,.,,,..,, . 1_.C„.x-.i•_;K.'. C�`'�-f M.-•-q--..A.Z-_".-'fe,•-lr+�m+r,iwd..e:u:r'a'a - -MnA1II1EIIn1IITl1�ni6l1lZuIn11l11u�llL(Il-l(I�Il(�'IIl-lIuIlIllIlIl-uI'lnIn�1lmI Il�l-lI-n�lI-l�u---1 uI-lIl-u�-I►l-IiIm��1 IwI��iIwIilu�In�lIt.l�nIlInIu�lIO nI-uIl-�uI-ul�lnt-`-lI-l�l■-uI-�llIl- 13 �llIIIlO O O O O Ilu�I1.��11IuIIIl�u-IIII I1�I�I.1In�1II)IIUO 1r '-0' I IIi-I4 �luI1IJ1111�-n--1 l—I r-uI�—lliIuInt-�lnI.nI 1lu0 _1u1_lnt_Ohll)�—I uIl�ll tnlnillTllu1rllIu�uIhII�U�ITII'+��1-1I1'+-�-UI-IuI-1IllI nI l-tu—IuIlI--nIlI-11I-nI tI1lI1l11l1l�1�1-lll' I uTi�mIIliIl>�JISllILl— IGl��)Il._lllfWlal 11� llIIIlIIIII I—11IaIII- III-lII®IIIIU I APP.F'�� . ' AJF. pie" �1 POT TILE 0 TILE n ''- ' AP o 0 GENERAL NOTES, PA114TNG CONTRACTOR TO PAINT ALL RECESSED LIGHT FIXTURE TRIMS, RETURN AIR GRILLS, SUPPLY AIR GRILLS AND SPEAKER GRILLS. SEE SWEET A-11 FOR TYPICAL FIXTURE LOCATIONPECIFICATION 1/4" SEE SWEET A-b FOR FIXTURE SCHEDULE AD S BLIFW :)].69„ RJF9CK)1."7 ' i NOTE: IF THIS MICROFILMED 2 3 4 5 8 9 I0 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF TW- ORIGINAL DRAW IN , 92 12 92 SZ bZ EZ ZZ IZ 0Z 61 BI L1 91 SI 1t EI tl II 01 • 9 S b c Z I"• APRIL 1991 — 0�( 7ww ---OAK CROWN MOLDING All g rill 1 X 4 OAK TRIM - -CROWN MOLDING � kyr c cr --- — - - ------- ii D GROWN MOLDING � _ � VINYL WALL COVERING----- -- _� r W 4 - BRASS RAIL AND CURTAINS - BY OWNER - -- -- - GRASS RAIL AND > o IX4 OAK TRIM ----- - -__113 r MIRROR ---------- ---__-_ ---- l cA iv CURTAINS BY OWNER W I x 4 OAK, TRIM OAK TRIM _ �_/ -- 1 - I, Ln z _ -- W.C. • 1 -C.T.+2 4'-0' NIGH I m�� II - Nl - -- - - - --- -- VINYL SASE At - -- -- -- ---- -- --QT. BASE Z Q.T. BASE -- - - ----- - --- -- ! - -- .. 1 -- BOOTHS AND TABLES SUPPLIED AND BOOTHS Irl V ELEVATION AT DISH vsTO; rm INSTALLED BY OWNERELEVATION AT BOOTHS I ELEVATION AT WAITRuee -� � z SCALE: I/4'■1'-O' �`CALE: 1/4 ■1'-0 1/77.717-705" z9 ui tt e r d 9 4� - --OAK CROWN MOLDING All A11 f1 8'-1' WIDE R O.-�\ PASS THRU UN 11'5----- - -15OIUJER - -- _..._ _ C ----�---- - - -_. 2 - - 1 3 I� 4 1 1/2' 3 1 2' - - =_ - -- -- -------- --- -- I X 4 OAK TRIM- --- MI OR ---- _ BRASS RAIL AND " ;; z ,410 \ \ \ 120 / -- - CURTAINS BY OWNER ° J r� .� 4 BRASS RAIL AND o CURTAINS BY OAK TRIM ° o N OWNER a �. H > �,� _ L -- / � \ - m � - I ��- e -- - OAK TRIM a � u uN < r � � � .. 'n m �- - I I I-- -I I -- I I --J I �- - �I le --1 I I 0 o W.G. " 1 CT. TYPE 0 1- -- - _ w `✓' �` o COOLER DOORS - BY OI,UJER- C.T. TYPE +I -- - - - _ a � $ \- QT. BASE-- u a , PLAM. TRIM AT COOLE'�' COORS--/ CUT ALL TRIM AT QUAh'RY TILE BOOTHS AND CABLES SUPPLIED AND ----- a INSTALLED BY OWNER VINYL BASE AT -THIS CONDITION At CENTER $ z N - - -- BOOTHS OF DfNING ROOM F M a a E1 EVATION AT SoRvIormELEVATION ~ N � NO AT BOOTHS � Z" � F l LrmV IIT BUS CART � ,SCALE. I/ ■1 -0 O � ° oda � � °� .. CALF: I/4'■1'-0' r 2 H 1 HCPD I-ICPD r pL a � F EQ. 1 EQ. � 0oi � �e `" N.T.S. -- GT. 2 - CT. + 2 --CT, + 2 CT. 0 2 - I f---- CT. • 2 3'-0' I - -6° X 3'-0' MIRROR IL PAPER tOWEI_ - - ---TOILET PARTITION TOILET PARTITION - -- a ,. . .� 1 . -, DISP. - BY 0 1 0 3 -6 GRAB BARS - BY "`- Gt. + 2 �`J�� {� x U OWNER ° 0 B BA S m OWNER - 1 1/2 O.D. _ --HDCP GRAB BARS -- -- R - _ `-}GPD �sRA �' BY OWNER Q' - o O m *- - .... :.•.. : :• •::•.: .: :.•.:-. O I 1/2 FROM ,• SOAP DISP. "`1 �'- f, '"' :: • SEE 9/,410 s. t� WALL - BOTH SIDES r FOR ACCENT 9/,410 SEE SN. DfSP BY OWNER-- ¢Y OW1•lER SEE 9/,410 FOR r, _- QT. BASE STRIPE HEIGHT � FOR ACCENT %', STRfPE -SEE 9/A10 •f.� ,;� ACCENT STRIPE HEIGHT. N N r COMBO D`SP. BY OWNER L COMBO. DISP, BY O.C.B. COMBO UNIT HE FOR ACCENT ` w_ DfSP.-BY O.C.B- L- _ STRIPE HEIGHT .•� ' J " 15 1/2'x28 1/8' RO. FOR 15 1/2'x18 "I/8' RD. FOR - _ PARTITION MOUNT __ -- -,WALL MOUNT DOUBLE COMBO. T.P. - CULTURED MARBLE --- QT, BASE 16'X29 1/4' WALL MOUNT Ifo X29 I/4' FOR PARtiTION MOUNT D13P. BY O.CB.-_-- SEAT GASKET GASKET QT. BAvE � `� ----Qt BASE � TOP ASH TRAY 18' --G�t. BASE ------- 18, -QT BASE __-T-P. D ISP. BLEU. �' TOWEL 016P, o ELEV. HORD TOILET o � DLIV. MENS TOILET ELOV. � WOMENS TOILETSLEV. � 1/ ■ - o ALE: 1/4'•I'-0' MENS BLEV. � MEN 4 WOMEN 1/41-11-01 O ALE: 1/4'■I'-0' - T2 SCALE: 1/4'-V-0--0 SCALE: I/4 ■1 -0' 0 _- -_ ------- FRP PANELS --- � CT. + 3 ---- FIRE EXTIWGUISHER -FRP PANELS AND 3RAGKET __LocXERs BY -�6 --TIME CLOCK IX4 OAK TRIM OAK CROWN M L PT D f SP. I-ABC 100 At OWNER I BY OWNER - - OAK VENEER B�' OWNER DISHWASHING 110 -.- � / tAGKBOARD ��:. . . 19 PLYWOOD s 0 2-20+ At KITCHEN BY OWNER 9 /� _ d SOAP DISP SEE PLANS FOR W BY OWNER LOCATIONS �' u� / OGKERS - -- , r-: .. . . N , -------" --- BY OWNER - _ _ - -- - IX4 OAK TRIM c� F E.CAB. BY v NAND SINK -- \ I1 °O BY OWNER �• AIO A13 y- --- -COAT RACK - -f l OWNER ABC 100 AT ---QT BASE m - fn \\ -QT BASE BY OWNER TWE PLANS IONS - ----.._ VINYL W.C. - QT BASE --- - --_--- _._ - - --- --�_- - - R.O. 10'X24 1/2' � AS NOTED I I HAND SINK BASE ELEV. AT PA. iALE: 1/4 .1'-0 V. AT SCALE: 1/4'-1'-0' SCALE: 1/4'■1'-0' -, � •� "� Y Aar COL. SCALE: 1/4'■1'-0' SCALE: 1/4'■1'-0' cc -GOND. AT V-81 w THERMOSTATS- CEILING -- IX4 OAK TRIM--�� __-.__1X4 C:�,4K TRIM--- -- ----GOND. AT 8'-2' -- _-_ __. - - COAT FLACK--- ---------- CEILING _ -- - -OFFICE UNIT -- _ Y__= 110,4 BY OWNER 3,-0�� _- 7 cc AND - -- _ OWNER BY - -- � .-- �.- / 1ti�08 •OAK CROWN _ - --- -----VINYL 1W.C. / \ Ix4 OAK TRIM MED. CAB. ---- � --- o o � - ---� --- -----BRASS RAIL AND °o 8Y OWNER - CURTAINS B-T' OWNER --- _- - - ---- - ---- IX4 OAK TRIM-- VINYL RIM-- - --- IX4 OAK TRIM V YL W.C. - ----- -- -- / -------- TACIT BOARD e \ �' __,--_--VINYL W.C. \ / - - - !----- - - ---�2.T. SASE o �. 1r�T 1011 �T O I C - -QT. BASE i o ALE: I/4"•I'-0 .......... 111 ober I BULB OOO F IEF-vI T Y NOS. HIJF�9(-.)C). 69. RL.1F'9()t�11 7�� G114'.11-0- 1. / s -0 1.7 0r 113 .. ." _ r . . .. ..., -_+. y,,c__^ ,...w., ..«.. .r....,..rMu4�4r.w,.. ..,n.,�w...,r Ii!RM'u'1®!, ��I�IMII rYw+wc.,....rwm,,.nnrwrwrrw. H...,._.».—+..nw+, » i,•+wM ., ,_ ! 11111►" 1111111 1111111 1111111 III 111 !111111 III III Ill Ill ill Itl III III III 11! 111 1�1�111 III f11 III 111 III III III ISI III III III III III III 111 III III III III III III I '�` ��............ _� ...... _,,, . ... � 2 3 4 5 6 7 8 9 10 I I I t ` NOTE: Ir THIS MICROFILMED — r DRAWING IS LESS CLEAR THAN ' THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING, pE 82 B2 a 9Z S11Z fpZ EZ ZZ I OZ 81 91 LI —o1 !I bl c ?,1 11 01 9 9 L 9 5 b E Z 1O1r .I!Ilunlnulunlnnlnulnulnulllulll111111111g11uul11nIu111nIlIIIIII<ullllllllllllbllllll(LIIHIIIIiIIH+IIIUIIIIIIIIIIIIIIIl�I111111111111JR11IM11I111ill 111I1111llllllilll�IIIII!lII�1111�I111�1111�1111111uII111111111111111111I1111W�ill�UllUlll111!lI1lII�lIIlllltlllW APRIL 11 1991 g � d o+ � V/ 7 C I C Oa N A SIGN SPECIFICATION . -INDIVIDUAL ILLUMINATED LETTERS. i -032 .ALUMINUM RETURNS-DARK. BRONZE. -3/16' RED ACRYL iC LETTER FACE-VERIFY --- CANOPY SIGN ��' ------4'-0' HIGH IED LETTERS �C COLOR WITH O.C.S. Z IN7IVIDUALL'T LIT-VERIFY -1' GOLD E1✓GE CAP. 0 W.i OWNER- RIOR TO INSTALLATION -RED NEON ILLUMINATION, TRIPLE STROKED `� -- - 60 MA TRANSFORMER-REMOTE LOCATION. T 21'-0!+. 21'-0'± -ELECTRICAL HOOK-UP B`r- SIGN SUPPLIER. V �\ ELECTRICAL SERVICE WILL BE BROUGHT TO SIGN AREA BY ELECTICAL CONTRACTOR. trhe ---------STUCCO TYPE FINISH ON -SIGN INSTALLER i5 TO OBTAIN ALL NECESSARY n Vi 7 o m milli � I I%2/'PLR CION SU ULATION AND PERMITS, LICENSES 4 APPRO`,/AL5 FROM THE 1 Z CITY OF TIGARD, OREGON -SHIPPING: TO SITE 4 INSTALLATION MUST SE INCLUDED IN THIS CONTRACT'. i► -SHOP DRAWINGS MUST SE SUBMITTED TO O.C.S. FOR APPROVAL PRIOR TO COMMENCEMENT - - - OF WORK. H o, mm MUSIC SYSTEMA �� ° ° a ZZ ivn� ppx�� of --- — -- — —_-- ---_ V. O O n� F ?Ol�l�' L.. V�,�' f ON - -- -- -- w w 1- 30 WATT AMPLIFIER. � � � x It 3 WATT AMF'LIFIER (KITCHEN t DISHWASHING). u a °� I ul 8' SPEAKEFZ6- t L_ � N - 5AFFLES. -1-� T-BAR 5R,4,C<ET SUPPORT. � ` H BACK CAN'3. m �4 56 HAND HELD MICROPHONE. �- SEPARA*rE VOLUME CONTROL FOR DINING AND Z = o < 5 4 3 2 BANQUET ROOMS-LOCATED AT CASHIER STAND. b >- i"Ina . ---4'-0' HIGH RED LETTERS CANOPY PROVIDE CABLE INSTALLATION AND ONE YEAR �� 6 Ll INDIVIDUALLY LIT-VERIFY WARRANTY. r 2 Z I~o .. s -• o 1 42'_0'± W OWNER PRIOR TO INSTALLATION - -- BAFFLES TO BE ON JOB SITE PRIOR TO STUGGO TYPE FINISH ON INSTALLATION-PAINT BY PAINTING CONTRACTOR. EQ - a /� 1 1/2' RIGID INSULATION AND 1/2' LY. ON 2X6'5 ,Ib' O.C. FIXTURE SCHEDULE -h° — - FLUORESCENT 2'-0x4'-0 LAY-IN L FIXTURE W/ ACRYLIC LENSE-5UPPLfED :3Y O.C.B.-INSTALLED BY ELECTRICAL CONTRACTOR ---- --- --1-�-- - ----- -- - �� - - O RECESSED INCANDESCEN'fi FIXTUF'.E i e — (EXPOSED BULB) 5UPPLIED BY O.C.B. INSTALLED BY ELECTRICAL CONTRACTOR c� RECE55ED INCANDESCENT FIXTURE (RECE55ED BULB) - i SUPPLIED SY O.G.S. INSTALLED BY ELECTRICAL CONTRACTOR FRONT rMLAVAT I ON O HANGING INCANDESCENT SWAG LAMP - - FIXTURE SUPPLIED BY O.C.S., INSTALLED SY ELECTRICAL CONTRACTOR • SUSPENDED NEAT LAMP �---- FIXTURE SUPPLIED 5T- O.C.B., INSTALLED �. SY ELECTRICAL CONTRACTOR 2 C S A IN SUSPENDED COLD LAMP FIXTURE 5UPPLIED 57" O.Ct3., INSTALLED BY ELECTRICAL CONTRACTOR \ ♦ EYEBALL FIXTURE -SUPPLIED 5Y O.C.B. �. INSTALLED BY ELECTRICAL CONTRACTOR OAK SOFFIT-- -,\7 OAK CROWN OAK CROWN /---OAK SOFFIT r eT-0 TRIM [J EXHAUST FAN _ - -- � - r --- SPEAKER GRILLE-5Y- OTHERS - --- --- LNTER REMARKS:.� TR11"iO.C.B. SUPPLIED LIGHT BULBS TO BE INSTALLEDOAK TRf PLANTER--... I ;' � �,, -flL AS FOLLOWS; : f�_-_ (�-- __l Nl]L_fLiLLT_ 'LI _j 1�__ _-��_ f L_ _ 91 WATT BULBS IN c3'-B'_ � CE IL INC: 136 WATT BULBS IN V-2' CEILING .� �-----OAK TRC�1 •��,,, �_f \-500THS AND TABLES SUPPLIED ! BOOTHS AND TAIBLES SUPPLIED_ 1D INSTALLED IBY OWNER- AND INSTALLED BY ER- I1 TERIOR ELEVATION a INTERIOR ElmovATION I TRM I T h CIS. BLIPT::W+ .69., I E) n F 45 do..�. ,.r.'.'.; (^rv;(A. • ..:6n-tet, 1, �. .1j•. ,tY: ...-.....w.+w... _....... - ........ -....--.n......+...........- - _. � ... .,.....-... .�•'..Jn,r � � '..�.—..,...+.. ..—•.—�.,.w.i. .,....r.�,.�y,.............++..w+�w M.+�wwx•r..-ww.nrn++.....r.+w+s.,......—wayyw..ne.+ ' - . ..w+ ._.. r�� .. .. ! I 1 -Irlrlllr Ilrlrl�lrirlllr rillllllllrlllr IIIIIIrIIIIIIII Illlltllllllll� 111IIIIIrl11r1 II �Iillll III�IIIIllllrlr�rlllllllrlrl�lrlrirlrlr'�IrIrIllTlrlllrlrlrlrr�l�lrlrlr`rlrll 2 3 _ 4 - 5 6 - - 7 8 9 10 -_ II - I r t NOTE: IF THIS MICROFILMED41 DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO THF QUALITY OF THE ORIGINAL _ DRAWING. OE 6Z 92 LZ 9Z SZ VZ EZ ZZ 1 07 61 BI LI 91 SI 41 EI Z1 II 01 6 9 L 91i 5 b IE Z rale ��IIIur�Innlrnrlinilie�ilrrnl�rrrlrnrlru1111111uNllrulrwhn��ruil��i�l��ulrurllulluU�uullullunlunlr1u11u111ru11I11�InIlun11u1�N1rIr111in111n1111nII1n1�11uInu11n11111111U1II1lilU11�11r11unlnll11n1I11N1)w��ulClll�uWll�1111�1111111�I�W1 APRII 1 - - - - -- -- - -- Z g DOOR SCHEDULE ROOM _FINISH SCHEDULE 7 .. RO�JM1 FLOAR�NIbN l�A�dE WALI.b CEILblGI MUM > = C � 111 1.1-! 1 ' '` '` W ' • 05 UP 1� �� Q4Q u 4 J� F — O AL. 44RDARE 8D� SUPPI—IER 100 ,SST`1ULE O Oc O�►_C� u� u C�cn �Oi 3/4' O O O --- -- - -- 100 2 3'-0' X 1'-0' X 13/Am E - - 00 O O AL. - HARDUJARE e-1- DOOR 5UPf L IER 101 QUEUE-UP O O O O I vl:�4-irv_j ' l - O , - - O_ HARDWARE 5Y DOOR SUPPLIERNO PULL 102 DINING OO O O 0100 aO 88`' 1 � 3 1i108 iA 2 - O O O O x LaTI*-- R�1 ._ . F I A 103 5U5 CART O O O ' _ 1 _ O O O110 1 3'-0 X 1 -pX1 3/4 A 2 - OO WELDEDMASORYFRE / EE O _ _ 8'-2' 111 1 3'--01 X 6'-8' X 133/4' 8 3 - 1 10 O 00 10 O U53 _ KiCKPL_ATE 130TH SIDES OF DOOR 103C CJS CART 10 10 8'-2' 112 1 3'-0' X 6'-B' X 1 3/4' 5 _ _3 O O O O _ _ O O U5.3 KICKPLATE 50TH 51DES OF DOOR _ _ __-.- _ N � , x �' � 17. g 113 1 ro '-ou X 6 '-8' - 3 - _ _ - PRE_FiNISHED OAK FOLDiN6 DOOR 106 CORRIDOR O _ O O O8'_-2' i15,A 1 3'-0' X -7'-0' Z, - O O O O O US /"L.�p wF_1_DL.nr�rl� �lE Ft,�1 �E �Ho� 10B LOCKER O O O _ O 9'-01 ---- - - -- — - --- -- - __ — - — o 120 1 3'-0' x 6'-8` D 3 - O U53 '26D HARDWARE BY DOOR SUPPLIER 110 IFFICE O O ;4 O _ O 8'-0' .2 - O 26D EXh_ TIS �X� FCAME 111 MENS O - 121 1 3 6 X I'-O' >< 1 3/4 A .� a O O O O O _ - -- -- ------ Eel � � � " 122,4 1 3'-O' X I'-O' >< 1 3/4' A 2 - 0 ,0 O 000 26D WEL DER MASONRY FRAME UJ/TEE ANCHORS 112 UJOMENS _-- O N 1228 ii 3'-0' X 1'-O' X 1 3/4 A 2 - 1010 O 000 _ 2rod JUJELDED MASONRY FRAME LU/TEE ANCHORS 114 1 CA5HIER O 01 O 1 O 8'-2' ' MIRROR ABOVE !U !N ASCOT o 123 1 3 -0 X -1'-0' >( 1 3/4 A 2 8 010 O O O O trod WELDED MASONRY FRAME W/UL ANCHORS 115 BUFZFE _ O O 0, 0 O 181-2 - _ L, 124 I 3 -0 X -0 X 13/4 A 2 $ 0101 O O O O 26D , _ WELDED MASONRY FRAME W/UL ANCHORS 116 BEVERAGE -+_ OT . O O O 8'-2' ---- _ _ - -__-- , � & : 130 1 3'-0' x 6'-8' - D 3 - O US3/Z6D HARIDWARE BY DOOR SUPPLIER 118 WAITRESS _ O O _ O - _ O 8'-2' -_ - - 119 PANTRY COOLER O Hz Ln ttj _ O O - Z N -- _ 120 COOKING O O _ O - O 9'-'D' - 5.5.C. GOOKINC� WALL,-_ " N " "o 121 PRE PARAT ION O - O I O 9'-0' _ - 2 O O O 10'-0' 122 DRY STORAGE O - _ I H ° 123 E LECTRGAL- O O - - O O 10'-0' _ 3 � " -- _ --- _ - O O _ O ©'-0' b i �124 � - 125 FREEZER - _ O O O _ O - _- �� vya '� l - -- 1 126 I GOOKS COOLER O L O O _ O - - — - F � Z � �° o s -• o 12-1 MOP SINK O O 9'-0` QT, FULL HCaT. OF WALL -- - - 128 CH i CKEN PREP. O O _ O - 129 CHICKEN COOLER O O O O __ - -- - - - 130 BEVERAGE O ~ O O - 131 D 15HW,4SH ING 10 1 10 - -- - - - 132 iCE MACHINE 101 10 00.11 1 1 10 -- 134 POT WASH 101 iol11 O -- ►I A ST01AG.E O 011 O 1 10 Id-00 . L_L_j L__ L GENERAL NOTES: 'A' LABEL - 3 HOURS � ALL HARDWARE B1' OWNER, UNLESS OTHERWISE iNDICATEO. NO THRESHOLDS TO BE PROVIDED FOR DOORS 1"008, 4100CB LABEL - I-111 HOURS GENERAL_ NOTES: --- PROVIDE 4'X16' PULL W/ PLATE t 6'X16' PU5H PLATES AT Du0F;Z "!1 AND 4`112 'C' LABEL - 20 MINUTES PROVIDE FULL HEIGHT ARMOR PLATE AT DOORS h2-I PROVIDE A 36 1/2' FINISHED OPENING AST DOORS 1`120 /.ND *130 - PROVIDE ABRASIVE QUARRY TILE AT KITCHEN CIRCULATION AREAS. PROVIDE LOCKSETS ON DOORS 4`100,4, 1005, 4100C W/EXIT FUNCTION - STAINLESS STEEL CORNER GUARDS 6'-O HIGH AT OUTSIDE CORNERS OF CERAMIC TILE - BY OTHERS. DELETE CERAMIC TILE BULLNOSE WHERE INSTALLED. l SOLID GORE —BIRCH DOR y - CLEAR ACRYLIC CORNER GUARDS 4'-0 HIGH AT OUTSIDE GYPSUM BOARD CORNERS - BY OTHERS. OAK DOOR -BY 0 •R, �- 5'x14' ACRi'LIC --_ / ANODIZED ALUM. - EPDXY PAINT AT ALL GYPSUM BOARD PAINTED AR A5. -HOLLOW METAL ---' FINISH 0 WINDOW FRAME TO -PROVIDE 'SEMCO' WATERPROOFING AT THE FOLLOWING LOCATIONS: DOOR (INSULATED COOLERS: 18' UP WALL AND IV AROUND PERIMETER AT FLOOR PACK ALL JOINTS WHERE COOLER MEETS CONCRETE. 'r /,--PUSH/PULL MAT H OAK MATCH EXISTING AT EXTERIOR) FREEZER: lb' LIF WALL. I I BY OWNER I FLEXIBLE DOOR 1 I -PAINT - LL BY OWNER - PAINTING CONTRACTOR TO PAINT ALL RECE55ED LIGHT TRiMS, RETURN AIR GRILLES, SUPPLY AIR GRILLES AND SPEAKER GRILLES. WITH P-LAM 1/4' TEMPERED - MATERIALS SUPPLiED BY OWNER: I.- -_-_ -KICKPLATE KiCKLA,E FINISH-BY OWNER GLASS ARMOR PLAT- _. ,1 -BY OWNER r�� 1" -B� OWNER 1, - Y OUJ� R -INSULATED At ALL CERAMIC TILE AND QUARRY TILE WITH LABOR AND SETTING MATERIALS BY THE TILE CONTRACTOR 36'_ 1' i 48 1 VERIFIL EXTERIOR ALL CARPET. CARPET INSTALLERS TO PROVIDE LABOR, ADHESIVES, ViNYL BASE AND ACCESSORIES. - ACRYLIC AND STAINLESS STEEL CORNER GUARDS AND END CAPS. I ` ' ALL FiNISH HARDWARE, INCLUDING COAT HOOKS. -- BANQUET ROOM DOORS AND WINDOWS. DDDR TYPE 'A' DOOR tl'PE 'B' DOOR T^YP�'G' �OOR TYPE 'D DOOR TYPE 'E' VINYL WALL COVERING WITH INSTALLATION LINGER PAINTING CONTRACT. --- - CURTAINS AND CANOPIES. i 31=1 MiNI BLINDS. 2' 2' BRA55 RAIL AND DOWELS. -- ' FREE STANDING PLANTERS. � - -- - WINDOW BOX FLANTER5. --- 1� -- - - -- - SOAP DISPENSERS, PAPER TOWEL DISPENSERS. ` cc TOILET PAPER DISPENSERS. �--'�", Q - W METAL �-FOLLOW METAL --lx4 0AK FRAME SANITARY NAPKIN DISPENSERS. INSULATED r-RAME, INSULATED TOILET PARTITIONS AND GRAB BARS. AS RIOR AT EXTERIOR -- FRAME AT Q.T. FiRE EXTINGUISHERS AND CABINETS. -PAINT AS INDICATED ON FLOOR SAFE. DOOR SCHEDULE LOCKERS AND LOCKER ROOM EQUIPMENT. OFFICE FURNISHINGS. ALL KITCHEN EQUIPMENT UNLE55 OTHERWISE NOTED. RAP'1E TYPE '1' (FR,4ME TYPE '1' �RAME TYPE '3 rABLE BASES, TABLE TOPS, CHAIRS AND BOOTHS. VERIFY ON CONSTRUCTION DRAWINGS AND SPECIFICATIONS FOR ALL MATERIALS AND EQUIPMENT TO BE SUPPLIED BY OWNER r'r::Tt:rl r. r k109). 1.69 9l_1F0 f.0 .7,,, :'� �I11111IIIIIIiIIIIIIIIIIII11111111111IIIII11111I11111illlil�tiil11111i1I1I1�►i+�+itllit�tlllt! ,ti11111I1111�it,►ItIIItltl{1{fl,tlllll+�+itl+It`+I+I+t+�+I+I+I+,11t1+I+�+1t1+t+`+1+I{11�1�1111f y_ . . .. ♦ y 2 3 4 5 6 7 8 9 ib I I I NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, I1 1 DUE TO THF QUALITY OF THE ORIGINAL ----- i DRAWING. I *� OE 6Z 13Z LZ 97. SZ OZ E7. ZZ Iz OZ 61 -el LI 91 $1 fol EI ZI 11 of 6 9 L 9 S b E Z I r iN1�1111inII�UUIuI �uuluu�nniull�Illlillll�l!Nllnl�nl!IiIllnnslnuNu111111{IINIIIII�IIII�IHI�ili1�111111;IItIH�lilllilli�lllilllll�IIIIIIt11�1111111f1�fili�ffll�llll�llll�llh11111�i111,IIIi�IW�lltt�uIIINH�NN111111111111W�1i13i1111�111 APRIL 111991 .._ .,.:.n.n...,..r ... .. .-.......a. .,-T......._ c_ ..,. ... ._.... _ _ '. ._____.--....,_.-.J.-♦..,.,,....s.w .... .._. - _„_._. .. ._ _,....Y6.'w--------sw•W.,e.MW..eA.. -.»-... W W `"'" 2 „ V) 5 C 01 cv 3/l6 " 5 5/8 " 13/1If - - - ---- -- ----- 1 LAYER '�2 ° TYPE W >o — b' I ` :': : :' G�rP SD APDL CERAMI ILE --- / PARALLEL TC A, 7o -( %I Gyf=. 5D. — -----_ -- I _ ° _ KKK _ I 3 5/ 5TL 5TUD5 SIDE OF I T C YF, - oi - (o ' CONC 5LK 5 . • -- -FxIstING COLUMN 5D. ORE BD / LA1"(. Q ---- - -- 3 i8 ° STL STUDS �Q — METAL STUDS - -- 1/4' PLATE MI ..:.:::.:.:.:,:: C P COMBED ''5 GA. 24 O.G. M �l Z MIRROR . . . . . . . . . . . . O SURFACE. v . . . . . . . . . . S OINTS 24' CSC ° - --5LOCK'G A5 REQ'D CT ONE SIDE - --- ---- - - - .:.:.:.:.:.:.:.:.:.. E LAYE 4 SIDE. Q - - --- DECK ONLY" THIN5ET C.T. �— RI GYP. BD. -S.S. CORNER GUARDS I ART I T I ON T \ ONE SIDE ONLY __---3/4' OAK PL7 uJOOD CSU T-1339, 4-saa- ° Q U, p / ! C BOTH TI-41�-;SET C.T. IX4 OAK TRIM +- '-" – EXISTING DEMISING C0 a SIDES 5 BOTH SIDES �r f Old! t1'� PART f t f ON 'rY�mPARTGYP, BD. •FIELD VERIFY D11"iEN Ui`1 5ELOW TRIM - — f '� f OI w w - -- ------ �I UJ/ EXISTING EQUIPMENT 2 HR - --- ------- -- w s 5 CONC SLK INTERIOR m N COLUMN MkorAI _ Ctf O a - � --- — -- -- -- -� II ICE CF�.EAi`1/WAITRESS # 61/8 1/16 - ---5 a o Dq 44 LZ Iq M 0 N 3/1� i5/ " CO TER _v _ 8 3/1� No N Ind TWO LAVERS 5/5' GYP 5D. W COUNTER __-- --1/ a PC 14 o : � - �, 4 SLID MIRROR 5ACKSPLA5' INT 3%' STL STUDS F � i= N 5 GA. 24' O:C. /C"27 — ` CONIC 5LK QNOTE: P,4RTITIONS TO EXTEND 1 -0 M M E Af30VE FINISH CEILING UNLESS OTHERWISE NOTED, - — o a a m �� , NOTE: DECK HEIGHT VARIES FROM � � --IX4 OAK � THIN SET CT o S CONC, �3LK. � Z � � � a Q 16'-8 1/2' TO 11'-8 1/2' (FEILD VERIFY) -' � S.S. CLADDING I P, 5LOCK'G AS REQ'D � . ,, w < 71 -5Y OTS•-PERSC-',4) � � � `- � � � � -- ------ I -- FRP PANELS Z•T ECKA VE SEAL ' - �' "o . � .. o - 3 5/8' STL STUDS d .o -- --,_-_--- L PENETRA NS / �FRr- PANEL5 ��a _ 7HIN5ET G.T. 5�r3' r YP, 3r-).----_ — ---- OT �o A BOTH SIDES 14) . .'. . . EXISTING CONIC IG ( ART I T I ON -- �- © .� ..........:.:.:..:..... .. ct f Off! SLIMING MIRUR _� UL 411 � � ��'1' f�' f 6 o1�! t1'��. . . . . . . . . . . . . . . �' ` � �� Z'- ICE CREAM/WAITRES5 2 t ' CONIC: 5LK J CONC 5LK '' "j 1/1(0 4 ie 1/16 . . . . . . . . . - - Co' CONIC 5LK % GYP 5D 5% " GYP. BD. ------LINT L SEE STRUC. a --VINYL UJ.C./FRP �C o O O m or— STUCCO TYPE FIN. - 3%° STL STUDS ON 1 1/2' RIGID 25 GA. 24 O.C. -t8 G FURRING INSULATION AND a CHANNEL FRP PANELS 1/2' PLYWOOD ON = µOLLOW METAL DOOR 2 x 6's AT 16' O.C. t--- THIN THIN SET CT THINSET C.T. SET CT �5 ONE SIDE FURRING TO ALIGN W1 a FRP _ FURRING ON MASONRY —� --THIN SET CT 0 � z -t A , — - 1/2' GYP. 5D. -- SOTS► SIDES C� 50TH SIDES 3 rPARTITION T*Topm STORE FRONT1� * AC. TILE INTERIOR 11/211 cu Z �- STORE FRONT _ -- 5OOTHS _ . . . . — 0 -- -- 3/4' OAK TRIM f- . ...: ......l: --- EXISTING -f --- a WALL --- 4' CONC. SLK. d -- _ _ — 3/4' COVE' MOLD ING ; a 0 - SPLIT FACE CMU �f —4 CONIC 5LK - TITIN SE T C.T, �• I/2' ��YP. 5D. ON 2 x 4 FLAT •:•: : :•: :':':':':':• � —THIN SST C�' ° � � b FURRING AT lr'o` O.C. DETAIL ATDOOR . . _ --- - . - THIN SET C T�� 0�� BOTH6 PERMIT r�r�;:3. t'+�_!r-''�<��►�::�i.r:��4 9r.��9�:)c�i r� PA;RT ' T fO 1/2 OFA 45 1 or I ON -Typo FURRED - v PLUMBING ' �I1I111i111IIIII111ItIlI111I111 IIIIIIIIIIIIIII Illlll Il1I111 !(Illil IIII�II IIIIIII Ill III III llllljl IIII111 IIIIIIIIIIIIIjIIIII(IIIIIIIIIIII�IIIIIIITIIIIIIIIIII1111111IIIIIIIII111 1, " i' I NOTE: IF THIS MICROFILMED ' I 2 4- .— �,__ _ ._.__._. 7 e DRAWING IS LESS CLEAR THAN ' I THIS NOTICE, I1 IS DUE TO I THF OI:ALITY OF THE ORIGINAL DRAWING. — --- Q6 6z Bz La 9z Sz I>•z Ez ZZ Iz 02 61 BI LI 91 SI 41 EI zl 11 of d • 1 9 s ..��►, -�'----1- E z 11•x.•• �lllnnlunluullnllnulnlllunluull1111111tI11NIuuIullhiN�InilunlrwlmllllllllN1I11►IJIII!IIIIIIiNIInIIIIIuIII1lllllll1111INIIIlIII t11II111III11IIIIlIIIUIIIIIIIiIIIIIIIIIUlIU11IIW1J11�1111IIIIlII111I1111I1111I1111I�W�I1wIrliUWll�11lIIW�lidI111YW _ . APRIL, � � 991 - - ,.',. , Sk.,:._e .,. . �:'4' .. .. :. a(�; „ ,n.;.�. :a '�`'A" .Taws -tM....• , • ::_ -.., . : "� ' , a�t:s': '�" , `, err Y W 70 Lu � o GT- ------------ �✓AelES VARIES _ _ -__ LLI -----o ,•-- - - -o WALL TYPE-SEE PLAN - -- - - - - C4)-�-- - -IbGA 5.5. PANELS > ;� N W! CONCEALED Q Q r-i a Ix4 OAK TR - - - - - - - --_ 1rA5TNER t M,4STIc--- w20 I ------- 6' MASONR`r�-T1 � -- ' ' -- - --- -o WALL TYPE APPLY -SY OGB - _ 1/8 FURRING CHANNELS WALL TYPE - 8' toric. BLK. z WOOD 5LK'G AS REQ'D > SEE PLAN I -SEE PLAN C GYP P 5D -- 6' .INTEL SLK CAULK AT TILE Z F-" -� CORNER SEAR 2 - .. W/ 1-05 11� L _ • _ _ CAULK _ -- ;-GOND. 6 FALL ' - _ 2 6 PREP AREA COOKING AREA -� � - HOLLOW METAL FRAME-16GA - 2x6 FR,4MING 1- DR "'NG FILL W/GROUT -__ 1x4 OAK TRIM �-MASONRY ANGOR GYF' BD � 9 I - 1x4 OAK TRIM 7 UL 6� LABELED DOOR HOLLOW METAL DOOR-1SGA - -- _ , _ 5LK G 45 REQ D PRS-F IN f 54-4�p -_ HOLLOW 1„1' �'A J AI�1'�3 OOH? DETAIL z 'FELLA' D�-oR . 2 -- _ s.s. CO04� fN(3 WALL � .r � �-. 11 ^. _ _ - 11 fL a -SUPPL IED BY - � -- - --- -- - - --- 1/ li � � �a uu JAMI9/Hl1�4a Sim 8 _-� I. m � sRO SILL 15 o O to YARDS - VARIES 2'-�' A30VE Ca 1: ,� n� FINISH VARIES CONC. FLOOR DOOR TYPE -SEE I I DDDR SCHEDULE U." Ln -Iwo 5 CONCRETE BLOCK - ---.4 -- -- _ O M 0 " Ln DOOR O = N ANCHOR PREP. AREA ° /- MASO ARY R 1x4 OAK TRIM - -CERAMIC TILE "3 U � 0- I I I �= UL -a LABELED DOOR " ;1) I I I I iwl as00 - ti I ► I - 8 CONC. 5LK. : ., � ., �-CAULK _ 3/4' X 3/4' 0 STOP — - --__ I I 0 0 N t� I I I ,,-HOLLOW METAL ��. aa. ~ wt � t E• WOOD W`NDOW UNIT U F. u 0 � � .. FRAME -ib GA 2' `" = -5Y 005 DOOR HEAD D _ � o � �I I -FILL lll/ GROUT FlNISI-4 TO MATeI� _ - Z= ; ; Ip — — , D VARIES MASONRY _ � N o ;�oLLO�J METAL `- _a o o OAK 6 6 16 GA. 5.�. PANELS cj ? z�H r�r V1 i DOOR IS GA T � � � W/CONCEALED � C) �� - - i , - -- - COOKING AREA FASTENER MASTIC �� — / SAFETY GLASS - r '� - APPLY -BY Oc5 tea WALL TYPE { I ,�. L) -SEE PLAN - _ 3 /8° TL --- __ 5TU =: r NIQUET _ s_.s. _ 1 , 6' I I _- " GOND. Is WALL 0 PLAN - 2 ^ 161" Sim WOOD BLK'G COND. -------- low, FURRED WALL /-- 1x4 OAK TRIM - r---- - /-FINISH VARIFA16H k.SEE ROOM - - ' ' SCH _ ED SE PLAN - I LINTEL BLOCK QT BASE __-- ---- { -FINISHED )CIM 4 FURR'G - Ix4 OAK I I I W/ 1-05 z ,i z 'FELLA' DOOR G�4ANNEL.S SASE ' (L fl— -SUPPLIED $Y DININ_ c C,2UEUE-UP 0 1 7 I o OCS ' r , - ' CAULK Q QT SASE I {3 I I C) HOLLOW METAL __ 5LK'G AS REQ'D ,Q o 2x4 TREATED FRAME 16 GA QT SASE FLUSH — -- _- MMZ, ` CONC. SLK UJOOD SILL '001Z -FILL W/ GROUT �� W/ OAK JAMB K FRAME I o --- 6.--HOLLOW METAL POL.,� A J At' 5 _ I I SILL DETAIL - - •r- - �: DOOR, -18 GA P T QT r�Aaoivr�Y -- --+� /Z �--� caueue-up � CORNER DETAIL HOLLOW �18TAL -AC TILE 11 -� - STUDS TO DECK ABOVE ' WALL TYPE I- STAINLESS STL CLADDING VARIES - SEE PLAN -5Y Oc8 f 1x4 OAK TRIM _'/4' _ --- Ix4 OAK FRAME ABOVE � DELETE � NON-PUBLICku ^- - ---- r AREAS -- - D 5LK'G AS REQUIRED d _, _ _ /-2-2x4 SLK'G (.� 1x4 OAK TRIM ;-- 8 GONG. BLK �� OAK JAMB ABOVE - WALL TYPE-SEE PLAN b ��- - - �� CAULK w 2-2x4 BLOCKING / , �- GOND STOP A 30VE r -- 5/8 PLYWOOD 5LKING Q _� -- - HOLLOW METAL I QT BASE V, U4 � 2' 2 I FRONT OF QT iii � FRAME I6G,4 _+ U _-*-A,- :o BASE TO BE FLUSHp p _-�- -- - STRAP ANCHOR :. : , _ ac nc STAINL SS ST -- WITH FRONT OF o _ E L DR OPNG --_ HOLLOW METAL DOOR -- = _ __ JAMB -' o ENDCAP -BY OCF3 r ) I - 18GA $PROVIDE 36 l/ ' CLEAR BETWEEN TIL Ar FLEXIBLE -- PRE-FINISHED 'PELLA' DOOR DOOR -SUPPLIED -BY OCB HOLLOW METAL DETAIL aPRArolmn.T. - - - - - II � ELLA HEAa PERMIT' f�f(:J'S. BUF'901)169, PAJF 9(')(.'),I. 7',' 1. car 4!5 ' 'M I l i 1 1 1 1 1 1 1 1 1 I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 r. 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QE 6? 92 LZ 92 SZ OZ £Z 22 12 OZ 61 91 LI 91 LI b1 EI 21 11 01 6 9 1 9 S b £ 2 ►"•' 'y NIIIIIIIIIIUIU11l11UI1111i111lllullu11111uIluIlNNIallluulunhluluulNnl1111111IIIIlU1111111IIIIIIUIIIU Ill U11Ill 1till 1111111Ill 1111Ill II IIIIIIIIIIIIlUIIIIIIuu1111du1111u111ulIIIIII ulbiolviIIt 111 n1111111111111n111llllllWnulnulijo6loii1joloolo 00y APRIL 111991 swc• - - - - T-- �- 5/8' GYP BD 4' OAK COVE MOLDING I Z � 8 � Wun -- -- ----- 2'-�'' -- - - 1/8' FURRING CHANNEL W " o 3/4 OAK CAP - KERF ^ o b' CONG LINTEL 2-05 PROVIDE BLIND SND GAP � (p c N -- - - - ------ ---- - -:-- _e— STAINLESS STEEL TRIM / GOND AT 1x4 OAK c ---- __ q o - - -- --- - FRP PANELS W w BLK'G AS C�' . -- P LY hJb PLANTER o �. -_ c -- - D _- - - LINER - INSTALL PRIOR U -�- -- -- LOCKER UNIT �"' .� CAULK , CAULK ,,�_.__-----__-_- --_�_� -- - _-� _- --- 1x4 OAK TRIM - - l/2 TO OAK CAP INSTALLATION -BY OCB W ~ W CAULK f �' _ �' -- CAULK - ----- -- ------ N _ 0' �- Ile " PLYWOOD � -- - v HOOD a, BY OCB ,- --- -- - ---_ 1_ `---(2) ALTO-SHAM UNITS - - --- - / a � o �J ' QT 5,4% 5' v INSTALLED 5 -B1' OGB 2''6' o BY HVAC CONT. 4'-1'% 'Q JAMB __. TO MANUF. SPEGS I r, POURED LONG. ,-- CAULK - _---- --- ---- _ FRAMING AS REQ'D 4 -8 VERFY -------CERAMIC TILE 03 L _ - _____ QT FLOOR < BASE _ -__-- ___- _ - - -- 8' CONC. BLK -- -_ __ o _ ------ --- - - 3 4-1/2' CONC CURB 101=044NITOR �_ -- ------ _ - - - __ --- -_-- —___ STAINLESS STL CLADDING I/2 � � • - I I yrs 4��e�■i� � i 1� ��l��. y SECTION SECTION / 2 -BY OGB SEE H3 ---- VARIES CAULK SEE PLAN o � • � � �g ' _ ---- VARIES --- � a ' PLYWOOD \ SEAT - --- __.\ 1/2' - �- QT o o o �cr a PASS THRU ? ►I -BY 005 _ - � 0Qujpj 1y2 — SUS PLY LINES HOOD DOTAIL II SECTION 3. 4 �\ .�� w SECTION 1/ __ �__ POURED CONC. � 2 f PEDESTAL -_ 4-1/2' n EMENDED To NF,I^REST 1/2' - Iooe QT BASE . Ly. U, 5 - - COR�'R- BRINE _ SEE PLAN - _--- ( ( R a U V PLYWOOD W/P-LAM FOR DIMENSIONS 0 _ x - ---- — F — 1 C � ., Oil F? NEVEMAR LU-8-164T EQ. -- ---- EQ. -- 11-- - . � . w m ERP/GT -____"1 O PL OD 2x4 FRAMING ---- ------- - --�--- o a a LATCH IC MACHIN E'� E E — BASE - I z 39 QT FULL HGT OF --- — - SEE PLAN - - o N O F W r WALL AT CAN _ 0W a " ` WASH O !� I 'i I !�1 �. I I "� :e I r�f�. Z T — ____ --mill 11 SECTION Z SECTION � S.S. CLADDING o4 Mo: T 3; 0 O � ' INSULATED COOLER _ AT STEAMER PIT ob DOORS W/GASKET FLOOR DRAIN CAULK - 56 SHELF WOMENS ONLY E 21 FLUSH UJ/QT ° i - Y 005 \ CERAMIC TILE ACCENT STRIPE ' W _ _ - --/ 2'-`3 1/2 ABOVE FINISH FLOOR c;�r rte►' (2'-10' ABOVE CONC. FLOOR) -TWO CRS, SEE ELEVATION .o L V1 --_- ------ - AT EXISTING LONG , , F y � - .--�- _-- Mf 0 - _ CUT MIN 4'-PROVIDE CAULK --- - RR R SEE ELEV FOR SIZES � -FLOOR SINK W/ GONG W/6x6 10/10WWM - -- � SS J-MOLD 1-INCE - REMOVABLE BASKET 49 -BY GLAZING CONTRACTOR PRE-F4,5 COOLERWALL 5 9 CAN WASH E x-i-E N C TO NEARS.-ST f 1 P-LAM ON oQNE2-I"IAR►NE 9 SC IONCSFLOORII I - 1- - \ ;� 3/4' PART BOARD �8 � LYWOoD W/P-LAM 1/ 2 � •r NEVEMAR W-8-164T ICE MACHINE, STEAMER PIT, CAN WASH - °I' m �� PREFORMED VANITY y CAULK - AND SINK -BY OCB P-LA.M ANGLE ` WOOD TRIM W/BEVEL END 3/I6' SUPPORT-AS 5/8' MARINE PLYWOOD CAULK ,\ CAULK REQUIRED _ TO FINISH FLOOR PANTR"r COOLER DOOR$ SECTION c I-r•�g' [� o o 1!' A I�i 1 I T mrO� RjjSECTION / 2 _ 61 --- CEILING PANEL _-- -- 3_�ilb� '; - CAULK -- CAULK a - --- --- 1'-10' Oki - QT FLOOR S.S. CLADDING 2-3i8� -BY COOLER SUPPLIER - - 1/2 PLYWOOD 2-1/2' STL STUDS mop \o r CAULK -__ o 4 --- - cc FLOOR SAFE-BY OCB C� ----- PROVIDE 1'-10' x I'-10, x I'-& r... CUT-CUT ~ -- - CONC FILL AROUND SAFE PRE-FAS COOLER /FREEZER -- - -F---------- GRANULAR FILL cooLAR FASCIA DMT,41L II MNT;;,%`rf y21`147MOT41L SECTION - ---- �'CYRMYT NO ��l.11 ''i�:��>>1F. ; „ t+i..11•,:� , a. � SECTION SECTION .• ,:- ^' ".w.,-."•-."'. 1 s} ...._. .-.. ---•J •.�,. ...._,_.......... ....--..._.._........-...:. ...»w........+..e...---..,«...'.w...,_.,,.-...r.«...-...,, ,.. ,,,,w•ww,,,w.-,r.,w..,.....r.-....,....-•....p.-...„..w..,,,.,.w. 1 I I III 111 fII f I l l l l l l l l III I I I I I l I I I 1 1 III I I I I 1 1 I I I 1 i 71111 t I I I I t I 1 I 1 I 1 1 1 I'I I 111 III III III I f I I l I I l I I 111 II► III 111 . fII ►II I' � I I I V I I I ( _. I .�. f l l l l � l i JAI I I ` III ( I I I ..i..i 1 ( I ( I ( I I I I 1 1 1 1 1 � I � I I I I 1 I 1 1 1 I I ( I I I I 2 3 4 5 6 7 8 9 to 11 I NOTE: IF THIS MICROFILMED DRAWING 15 LESS CLEAR THAN J THIS NOTICE. 11 IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. 0£ 62 92 LZ 92 S2 bZ £Z ZZ iZ OZ 61 91 LI 91 SI bl CI ?1 11 01 6 6 L - 1r111ulllnnluullnllunlnlllfuflnllhull11111111l11u11uelluelhltlllullflullntlllnlunlulllllullullunlnllllllllUIII1I11111I11111111111J1fllllllllllllllil1111111111111IIIIIII1111111111111111111111Uulllnlulllllnluulllulllll{llillli11111111u11�111IUlllullllul{Iw � i `:", _ APRIL 111991 Lu .. M LIJ a � o W ---- 5RA55 RAIL t CURTAIN ( - a -T f > -( 2x6 SLK'Cx -- ---- - WALL ANGLE -- % GYP 8D , �- TABLE TOP ,4V SUPPORT - - - 8 BRASS-13Y IL ' _ AG TILE -B I - , G T!LE ' -... r �r OG5 "� � L - --- - - � - - UJC T`rPE *2 / ------ - WOOD DOWELS lu - _-- - -' 2-2x� WOOC POSTS - ----- - 1.x4 OAK U4 - � ---�-- _-� -- -i3Y OGB _ � � -,4G TILE � v } d cn �. -(o 3/4' OAK CAP -- --- - 1/4' OAK VENEER �k N �-- NEW 0R EXIST'G GONG SLAP-, -51F -�-- . . . . . . . . . ii VARIES PLYWOOD p, �- � STUDS = _ 9 —_ _ ;- o -TOC GK QO` '� 3 POURED 7- CONC.FTC r - - L _ - - --- ------ 1x4 OAK �. - c� - - - 3/4' OAK COVE1- 1 1 -0 MOLDINGi 2 - AC TILE I - 'o a t S or BLKG AS REQ'D or II ,; < z M BOOTH mrA1510 TOP H � � w - OAK sa5E-SEE PLAN �r�?C 1 CJC 10� 4wig SECTION 2 Q- II " .. wy lU QT BASE-SEE PLAN - - _- --____ - - __..-,®_ �.----- _- 1 /2 a a a �-WOOD L�A5E BELOW / N WRAP 61 BOOTH as � °oZ� F Q a ° z Ln a - -� -~ - -TABLE TOPS t BOOTHS .I x ° r, N -BY OCB - 2;.2 CEILINGTILE 4 GRID a a F o F EQ VARIES _ VARIES HIxc _ zo i •, I' pc u < s s F 6'-01 2'-6' 2BRASSR4 I L 0 " _ - 0 Z Q _ --- — _ _- -_ 1/2 Ea SECTION I •1 2-2x4 WOOD POSTS EQ EQ _ ---- VINYL BASE 0 BOOTHS _._-__ _ -- 5RA55 RAIL ` o ONLY co e: -- -" -BY OCs LA - -- -- _ - WOOD DOWELS \ -BY 005 �- LIGHT FIXTURE, -- - -�- - Sri AT SPEAKER GRILLE, < SPRINKLER BOOTH1'-5 1/4' CURTAINS HEAD. PLAN � -BY OGB 2 l0` � BRASS RAIL orY101 c A L 1: 1 XTL4R13 L 0 c 4 r I ONI 4 CURTAINS OAK CAP 2-3/41 - Ix OAK CAP -KEW SIZE VARIES 4' COUNTER TOP -_--- _-_.-- 3/4' OAK COVE - MOLDING OGs c - -BY OGs —-- _ WOOD $LKING ^� OAK CAP -BASE GAS 0 o MI WAITRESS 2 -B�- ocs VARI 5- - SEE FL N /�--CT .3 3COVE MOLDING t SS END GAPS _ We TYP *i o -- i -BY ocs 21/2 ' STL STUDS 4 _a 1/4' OAK VENEER PLYWOOD QT BASE 1x4 OAK TRIM - I - 31-31WAITRESS /5INK/wfIrr.L; 5/8' PLYWOOD 5,4CKINCi ' _ - z ---- - �- .3%' STL STUDS ------� -- CT TT PE *1 UJB 1 TRO.S.5 sorAmr 1 ON ---- ---_-4=== _` --_ _$3/4 1�2) SE ,TION - _-_ _ _ . .-_-- _ — _ QT BASE p.lC7fH l. p9 :(0.7a2 1 1 �� ;:4rpc 14 F.L.Wwoo4or I ON on 15 U 6 c:AR:or �. OF 45o - _---- 11,2 I scr�oN $- - -- 1 1/2 •, -.. .,, .. - ,. ,w„n, ,...,...».._,.. .. .� __-. ..._,.__._.,-._.__ ., .rte...,- _ _._ . � w .11I11tIIIIIIIIIIII'11,IIIII111'111{111�111I111I11111111111{111I11111t).I1111111ti111111I111111 III III Jill 11If11 111IIlII111I111It11I111�111I111 IIIIIIII11l11 Itll III II111IIIIIf III +11111111 1 • I W 2 3 4 5 6 7 8 9 10 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTI(T:, IT IS DUE TO DRAW UAL.?T'/ OF THE ORIGINAL _-- _ . --- -- ---- ' 0E 62 R2 LZ 92 %Z bZ E Z2 12 0Z 61 131 t 1 91 91 t" c 1 ZI 11 01 6 !9 E 9 I9 b 6 2 °°!IIIIIII1111I'IIIIIIUIInulllu111�llllll�llllllllltllli11111{ull��lll{tllllllrl`�111IIIIIIIIIIIII!I�IIU{111111111{IHlllill{Ilil�llltlllil�tiltlllll�tlll�'111�1111IIIII�Iiiilllll�llll{IIII{ILII{illl�llll{IUI�IIL{�111111111IINIIIIIIIIIIrrl111{II!lfl111�111i�llll{llil�l11ll11�1111{IIINIW Y APRIL 11 '991 1 ----- -- _i_-- - - STRUCTURAL NOTES Section 0101 Sectlon 0130 0 llESIGN STRESSES SummIt ary Of Work Submittals Sectlon 0330 Z a 0101 S_U_MMAR_Y_ IF WORK 0130 - SUBMITTALS 0330 CAST-IN-PLACE_ CONCRETE Cast-In-Place Concrete y N 000 00 Relnforcing Steel Fy = 60,000 p.s.00. (A615 -- Grade 60) -� ONOW Z oDescr�tlon A, Descrl tion A. Description Concrete f'c Comprehensive strength In 28 days A' -� -- i 1. Work Included, Provide all cast-in- lace concrete, complete, In lace, as CC (n t a r- = 3,500 p.s.l. unless noted 1. General Contractor shall be responsible for all construction Indicated on these 1. Scope of Wo_r<� This section defines procedure for the following submittals P P P V1 construction documents, with final approvals of all work (as required) by the required by the contract drawings. Indicated on the drawings, specified herein, and need for a complete and proper C 5 �+ owner. Installation. (9 +W F d, Masonry f m = 1,500 p.s.1, unless noted 2. The Contractor responsible for the portion of the work requiring Inspections by B. Products 2. Related Works Concrete Reinforcement Section 0320 a' DESIGN ODES - ALL CODES LATEST EDITION OR AS INDICATED ON THE DRAWINGS. Government agencies, are charged s+Iti; requesting all such Inspections and 1. Sh2p Drawln�s, E ul ment Brochures, & Product Data, 3. Prot_ctlons Use all means necessary to protect the materials of this section ,1ix � . paying for any fees connected therewith. A. �e ulreT su mI �aTs� s - before, during, and after Installations and to protect the work and materials 0 - Standard Bungling Code q - Fiep- n�r!ca an, or erection drawings, equipment of all other trades. p LU %4mw � :i Uniform Bullding Code 3. Close coordination will be required between General, Mechanical and Electrical brochures and/or product data, composite systems (Including those by one Contractors. It shall be the resp;,nsiblLit of the General Contractor to or more subcontractors or suppliers) and similar Information shall be 4. Replacements, In the event of damage, Immediately make all repairs and e Wisconsin State Building Code PP replacements necessary to the approval of the architect, and at no additional > Z S o M American Institute of Steel Construction coordinate scheduling and phasing of construction. The Owner shall designate submitted In accord with this Article. P Y PP � .� W American Concrete institute one person to be responsible for coordination with General Contractor's B. 'Shop Drawings' shall mean nil similar types of product data, Including cost to the. owner. (RSI Manual of Standard Practice (for placing & detailing of all reinforcing) superintendent, specially prepared drawings, standard prints, brochures and other 5, Tests, Provide architect with written reports on concrete strength tests. P g g 9 4. Close coordination of final equipment connection requirements and conditions descriptive data. A. Footings, Minimum compressive strength of 3,000 PSI at 28 days. Provide American Welding Society Standards for Welding as modified by A.LS,C. Spec, well be necessar on this project, En ineer•in of two tests of footing, BDCA Basic Building Code Y P J g ❑ gas, electric, water and C. The contractor shall submit shop drawings to the owner with such 9• sewer and ventilation services has been by the Owner and may vary with final promptness as to cause no delay In his work or the work of any other B. Interior Slabs, Minimum compressive strength of 3,500 PSI at 28 days. I t Minnesota State Bullding Code selections, Successful Contractors shall work closely with equipment selected contractor or sukcontractor on the project. Adequate time shall be Provide two tests of Interior stabs, and coordinate all changes through the Mechanical/Electrical Engineer, allowed for checking by the owner, C. Exterior stoops, walks and curbs, Minimum compressive strength at 4,000 COORDINATION - ARCHITECTURAL, MECHANICAL AND ELECTRICAL ITEMS 5. Contractors shall, Immediately upon entering project site for purpose of D. Refer to General Conditions and Section 0101 for coordination and PSI at 28 days. Carr entrained as per ASTM C-260). Recesses, depressions, dimensions, elevations, openings, equipment supports, and details beginning work, locate all general reference points and take such action as !s cooperation of contractors. The contractor shall cooperate with all other D. Retempering of concrete will not be permitted. r shall be verified by reference -to architectural and mechanical drawings. Mechanical or necessary to prevent their destruction, lay out his own work and be contractors as may be required to coordinate the work with all contractors Nl electrical openings, required but not shown, must be placed between structural members. responsible for all p g provided or exchanged as B. Materials l� If structural drawings are provided the shalt be worked with architectural, mechanical P paving, utilities, and other work executed by him under the and their subcontractors. Shop drawings shall be 1. Portland ceilents ASTM C-150, type L.g P Y contract. He must exercise proper precaution to verify figures shown on necessn�y or beneficial to the coordination effort, with the exchange YP and electrical drawings• drawing before laying out work and will be held responsible for any error directly by the contractors involved. 2. Coarse aacirs�tes ASTM C-33, hard coated gravel or brushed stone, maximum size resulting from his failure to exercise such !/'5 nrrrowest dimension between reinforcingrods. Sizes as follows, OPENINGS g precaution. Transparencies will not be required for catalogue cuts, equipment A. Footings, 1-1/2' maximum. � � 1,''fr Verify size and Location of all openings with architectural and mechanical drawings. Section 0107 brochurer- or similar items) however, layout drawings shall by nrepared g Z Openings In floor and roof not shown on architectural or mechanical drawings must be Cutting & Patching where necessary or required by the owner. Such items sho..' be submitted B, Slabs 3/4' maximum - 3/8' maximum at exposed aggregate finish stabs. In a minimum of three (3) copies, 3. Sands ASTM C-33 clean, hard coated rains, free from loam, clay and slit. 7 p <1 sepia) unless otherwise specified. � 9 Y � placed between structural members. If acceptable, the copies will be so stamped and two <2) copies returned 4. Waters Clean, free From oil, acids, alkalis, and organic material. .- -' The r..umbing mechanical and electrical contractor shall provide sleeves through slaks, 0107 CUTTING & PATCHING to the contractor. If notations Indicate) revision of data is required, S. Steen t'�ss Footings 3000 PSI 2 28 days joists and beams for all work done by each sub-contract. Spread beam and joist ---------- --- resubmit as directed. The contractor shall not furnish, fabricate, Interior slabs, 3500 PSI a 28 days 9 I (� �__ -a i reinforcing as required to provide cc,nc-ete cover for reinforcing, all locations to be proceed with, or Install work until shop drawings receive final verified on drawings. Ar( mechanical openings in steel deck between structural members A. Description acceptance. C. Execution shall have a 3x3x1/4 a.tgle each side connected to structural members, Mechanlcol 2. Sam less Deliver samples of materials, equipment, assemblies and cam -U ire Qration, All trenches and subgrades shall be free of water, mud and frost, contractor to provide this work, -T.� or ncludeds This section establishes general requirements pertalnrrg to _-� Pponents as �__ 9 cutting (including excavating), fitting and patching of the work required to, required by specifications to owner (or other designated location) with TFey s�iaT[-Toe thoroughly dampened prior to placing concrete. perform underground Installation of plumbing, mechanical and electrical. delivery casts prepold. At owner's direction, remove samples after approval. 2. Placing, Concrete shall be placed continuously where possible. Provide H w MASONRY LIiJTELS - wall penetrations, roof and floor. Samples shall be of like kind to the product to be provided for building and construction joints where placing Is Interrupted itore than 30 minutes. Spade Ul v; All openings in concrete block walls not specifically Indicated to have other types of 2, Contractor's Responslbltity, General contractor's demolition contractor will shall hove finish and other characteristics required by work. Samples shall and rod concrete thoroughly between forms and any reinforcements. No concrete -� o o a . lintels shalt have reinforzed block lintels as follows, perform all Initial floor cutting and removal of spoils. General contractor's Indicate type of construction and quality proposed for Installation In the shall be dropped more than 4 feet or moved horizontally more than 5 feet. 6 iiw 6 Up to 8'-0' span to be 8' deep, roofing contractor will provide all roofing work unless otherwise specified project, 3, Protection & Curing c` `�i From 8'-0' to 12'-0' to 'ae 16' dee P 3. Other Submltta_lss Provide other r e s p ° w ° o 6 p' within, General contractors concrete contractor well provide all concrete _ _ required submittal as specified. In A. Maintain ori temperature of at least 70 degrees F. for three days of SO w 0 < 0 4' & 6' wide units to b•r reinforced with 1-#5 BTM. patching and pouring, particulars -- degrees F. for five days, o o 8', 10' & 12' wide units to be reinforced with 2-#5 BTM. 3. Subcontractor's Responsibility, Plumbing, electrical and mechanical contractor Payment Requests B. Apply liquid hardener-sealer on all interior and exterior stabs, walks and a° 6 •. M1 Where one lintel beam Is continuous over two openings, with Intermediate support, use #5 curbs, according to manufacturer's recommendations, a - a. H ~ > shall perform required excavation after floor cutting to complete his work and Liability Insurance 9 0 .. H 1 �-�op and #5 bottom. � � w � < � -� backfill as required. All openings in roof shall be by plumhing, mechanical Testing and Inspection if required C. Ventilate enclosed spaces to prevent carbonation of concrete surfaces. bearing Extend all lintels a minimum of 8' beyond opening and fill (2) block courses below lintel and electrical contractor doing work. Electrical contractor to seal his own Reports D. Protect concrete from premature dryings - keep moist continuously for '" > w 0 seven <7> da bearhg with mortar, roof jacks, Certificates Y5 � °' � a y a All bloc., lint��s -hQ�l be felled with 3,000 p.s.l, concrete. Samples 4. Expansion Jomts- B. Products Guarantees (Including roof maintenance and guarantee if required) A. Install 1/22' asphalt Imprtanated fiberboard wherever slabs abut vertical v'i '" o � LINTELS GENERAL 1. Materials For replacement of work removed use materials which comply with the Technical Sections surfaces a^d as detrAlled far door sills, N ? ° Extend all lintels a minimum of 8' beyond each edge of opening, Where lintel bears on pertinent sections of these specifications, Fill and Partial Lien Waivers 5. Weak Plain Joints, N D z -- concrete block Fill two courses of block min, with r_oncrete. A, Provide troweled scoring of slabs in locations indicated on d�awrngs. .a j o - a If opening occurs next to caner ate column bolt 3-1/2 x 3-1/2 x 5/16 angle to col. with C. Execution Section 0171 6, Finishing, � u a w ° two 1/2' clic, x 6' expansion bolts and rest !Intel on angle. 1. Inspections, Inspect existing conditions, Including elements subject to Cleaning A. Interior stabs - sreed level and steel •trowel by hand or machine, o I& z � v, - R If opening occurs next to steel column weld 3-1/2 x 3-1/2 x 5/16 angle to column and rest movement or damage during excavating, backfilling, and patching. After 7. Quallty, Ss�noth & Proportlonsi H u wn Lintel on angle. uncovering Inspect conditions affecting Installation of new work, 0171 - CLEANING A. Allowable stresses are based on minimum compressive strength at 28 days, n a � ; H o 2. Performances Perform all required excavating and bar-kfilling as -equired under - - See materials, `� H o' DIMENSION LUMBER pertinent sections of these specifications. Perform cutting and demolition by B. Water cement ratios not to exceed 6 gallons per 94 lb. cement. u C3 � ►. � Dimension lumber shall be No, 2 Douglas Fir F =125G or equal for joists, beams, headers, methods winch will prevent damage to other portions of the work and will C. Cement factors minimum of 5.25 ba s of cement V) o W, ix 0 � m � O etc, unless noted otherwise, P g P A. Description g per cubic yard of cement. °� provide proper surfaces to receive Installation of repair and new work. 1, Sco a of Works Throughout the construetlon per!oPl, maintain the basidia sand D. Allowable slumps minimum of 3' and maximum of 5', using standard test ASTM - 2 H All member sizes given on drawings are nominal dimensions, Perform fitting and adjustment of products to provide finished Installation p g -143, z s .. r 3 a st e�in o� standard of cleanliness as described in this section. - Wood lintels and headers shall have a full 3' length of bearing at each ?rid, complying with the specified tolerances and finishes. 2. Related Works In addition to standards described in this section, comply with 8. Slabs On Grades s 6 ., � � u o F 3. Provide doweling of #5 reinforcing at areas of concrete patching over 36 Inches o,TC requirements for cleaning up as described In various other sections of A. Subgrades shalt be 6' of clean pit run sand FILL properly leveled ,and I ° z 0 U� ' `� EXISTING CONDITIONS of trench or area. these specifications. compacted. - :in a �° Verify all dimensions, elevations, and details of existing structure where they affect 3. Codes and Standr`rdss In addition to the standards described in this Sectlon, B. Perimeter insulation shall be bead board by Ray-Lite. (thickness as per .. uF this construction, Notify owner If there are any deviations from the contract documents. z m a � Section 0108 compTy wITF aTT-ner�rient requirements of governmental agencies having drawing) � 2 • H o ►. 31- 011 Applicable Standards jurisdiction, 9. Equl�ment Bases and Foundations Provide machine and equipment bases and Supplementary Condltlons j foundations as shown on the Drawings or required for the machine and equipment 1. The 'General Conditions of the Contract for Construction,' AIA Document OlOa APPLICABLE STANDARDS B. Products actually furnished. Set anchor bolts for machines anal equipment -10 template, at o.', r A201v, 1976 Edition, Articles 1 through 14 Inclusive, as herinafter modified, 1, Cleaning Materials and_ E ul menti Provide all required personnel, equipment, 1. correct elevations, complying with certified diagrams or template �y`y.. ,�° A. Descriptions - - -.�P_-- q Pi . ' the �.' r ;4y ' Is deemed a part of the contract documents Cas herinafter defined). A copy --� and materials needed to maintain the s eclfted standard of cleanliness. manufacturer furnishing the machines and ey ..pmen Provide I joints �. ? �, , x _ of AIA Document A201, 1976 Edition has been enclosed herewith. If any of 1. Work Included, Throughout the Contract Documents, reference Is made to codes 2. Compatibility, Use only the cleaning materials and equipment which are sur rounding bases where indicated or requirE d. Fill joints with, tiller ►' C)c,� - �y. the terms, conditions wr agreements contained in AIA Document A20L 1976 an sinn_3ar� which establish qualities and types of workmanship and materials, caMpa'Ef�te with the surface being cleaned, as recommended by the manufacturer and sealant. � -,,,`.� ra �.• �, _ Edbtwn, as herein modified conflict with any tern condition or agreement and which establish methods for testing and reporting on the pertinent of t:he material or as approved by the owner. ter'^' C I ; 11 I r- set forth In any of the other contract documents, the latter shall be characteristics, Sectlon 0420 = C f . controlling, 2. Related_Work Described Elsewherei Specific naming of codes or standards oc_urs C. Execution Masonry � c� �- , 2. For these rurposes, AIA Document A20L 1976 Edition is modified as set forth on�Fe ofraw-sags and-Tri oder sec�lons of these specifications, -T -�rpgress Cleanings „� ,.., . below. 3. Quality Assurances A. FZe�aln 6TU s_t ore d items in an orderly arrangement allowing MQXIMUm access, 0420 MASONRY (,.' � X- Familiarity w h Pertinent Codes and Standards, In procuring all Items not Impeding drainage or trc.fflc, and providing the required protection of � � 1 -1r ,I".,.1 Article is Contract Documents used In this Work, It Is Contractor's re-;ponsibtlity to verify the materials. 4',a, �� 0 detailed requirements of the prevailing codes and standards and to verify B. Do not allow the accumulation of scrap, debris, waste material, and other A. Description 11.1 Execution of the Buffets, Inc. Standard Contract for Construction that the items procured for use In this Work meet or exceed the specified Items not required for construction of this work. 1. Work Included, Concrete unit masonry required for this work Is Indicated on shall be aleered execution of and agreement to all of the Contract requirements. q the drawrn s. Documents, except for modifications Mnde after execution of the Standard 2. Sites Maintain the site In a neat and orderly condition at all times. 9 Contract for Construction. B. Rejection of Non-Complying Items, The owner reserves the right to reject 3. I'Trur_turess Inspect the structures and pick up all scrap, debris, and waste 2. Quality Assurances Use adequate numbers of skilled workmen who are thoroughly Items Incorporated into the Work which fait to meet the specified minimum Ma erTal: Remove all such Items to the place designated for their storage, trained and experienced in the necessary crafts and who are completely familiar Article 2• Architect requirements. The owner further reserves the right, and without prejudice 4. Final Cleanls with the specified requirements and the methods needed for proper performance 2.1.1 The architect is Buffets, Inc, to other recourse the owner may take, to accept non-complying Items A. Definition, Except as otherwise specifically provided, 'clean' (for the of the work of this Section, Provide at least one skilled journeyman mason who 2.216 No full time project representative for the Architect will be subject to an adjustment In the Contract Amount ns approved by the Owner, purpose-of this Article) shall be Interpreted as meaning the level of shall be present at all times during execution of this portion of the Work and required for this project. C. Applicable Standards listed in these Specifications Include, but are not cleanliness generally Provided by skilled cleaners using commercial quality who shall personalty direct all work performed under this Section. Article 31 Owner necessarily limited to, standards promulgated by the following agencies building maintenance equipment and materials. 3. Product Handlings Use all means necessary to protect the materials of this 3.1.1 The r1wner is Buffets, Inc. and organizations, B. Generals Prior to completion of the work, remove from the job site all Section before, during, and after installation and to protect the work and American Institute of Steel Construction (AISC> tools, surplus materials, equipment, scrap, debris, and waste, materials of all other trades. In the event of damage, Immediately make all Article 41 Contractor American Institute of Timber Construction <AITC> C. Interiors Visually Inspect all Interior surfaces and remove all traces of repairs and replacements necessary to the approval of the owner and at no 4.5 Owner to perform initial concrete sawing and floor cutting. See American National Standards Institute (ANSI) additional cost to the owner. solsol waste material, smudges, and other foreign matter. Remove all traces of Section 0107 Cutting and Patching. American Plywood Association (APA> splashed materials from adjacent surfaces. Remove all paint droppings, spots, American Society of Testing and Materials (ASTM) stains, and dirt from finished surfaces. Use one the specified cleaning B. Materials i Article es etiTimY P g 1. Standard blocks shall be the sizes Indicated on ti'a drawings, light gray or American Welding Society (AWS) materials and equipment, g t g g y 81.1 Completion times Verify start of consturction with owner with substantial completion planned on a 10 week schedule. The Architectural Aluminum Manufacturers; Association (AAMA) neutral color, and shall conform to the requirements of ASTM C90, open end, Mechanical and Electrical Subcontractors and their Subcontractors Architectural Woouwork Institute (AWI) grade N, lightweight units, ore under the obligation to proceed with their work at s,Ach a pace Section 0320 2. Shrinkage_ of standard blocks shall not exceed the amount recommended In ASTM 0 that progress is not impeded and all work under their contracts will BOCA Basic Building Code (BLICA) Concrete Reinforcement C426. be completed with the general contract. 3, Water Contents At the time of delivery to the job site, concrete masonry units Commercial Specifications (CS) shall have a value, in weight of contained water, of not more than 35% of the Article 9, Payments and Completion Concrete Reinforcing Standards Institute CCRSI> 0320 CONCRETE REINFORCEMENT fully saturated content for the unit tested. Ship all units from the factory, 9,2 The schedule of values as described in article 9.2.1 of the general - -- and stare at the job site, with all necessary protection to prevent Increase of conditions shall be submitted to the Owner for checking and National Acoustical Contractors Association, water content From rain and other sources. approval. National Association of Architectural Metal Manufacturers (NAAMA> A. Description 9,3 Progress payments as described in article 9.3 of the general _� 4, Mortar, All mortar for concrete block shall conform to ASTM C-476 and Shull I conditions shat[ be made for not more than 90 percent of the Nationol Bullders Hardware Association (NBHA> 1. Work Inctudedi This work shall consist of furnishing reinforcing steel, bar have a compressive strength of 1800 psi in 28 days, color as selected by the contract estimate and to be so that at least 10 percent of the National Concrete Masonry Association (NCMA) support, welding tools, supplies, equipment and services and placing of Architect, contract price will rerimrs unpaid at the date of Owner's acceptance National Electrical Manufacturers Association (NEMA) concrete reinforcement in -the shape and dimensions shown on the structural 5. Reinforcement .Steels Provide reinforcement steel as indicated on the Drawings -� of the project as substantially complete. National Fire Protection Association (NFPA) drawings, and as called for In these specifications. and in conformance with the requirements of Section 03200 of ths_se 9J2 The Contractor will withhold 10 percent retainage from all National Lumber Manufacturers Association (NLMA) 2. Storages Store reinfoi cement at the job site in a manner to prevent damage and Specifications. Subr_ontractors until substantial completion of project. National Sanitation Foundation (NSF) accu_MaatIon of dirt and excessive rust. 6, r �trQldt� Provide transit-mixed grout complying with ASTM C94, and consisting of 1111111� All Subcontractors wishing payment for stored Materials or materials National Woodwork Manufacturers Association (NWMA) one part portiand cement, 2-1/2 parts san4 two parts pea gravel, and adequate �\ on the obside but not installed must submit a complete Inventor of B. Mgte_rlals water to roduce n concrete of a roximatel ten inches slum J P Y P PP Y P• a,--- such materials with each application for payment. Sealed Insulating Glass Manufacturers Association (SIGMA) 1, Reinforcing Steel, 7. Admixtures Provide 'SUComen GA', or an equal approved by the owner, In all Article 10s Protection of Persons and Property Sheetmetal and Air Conditioning Contractors National Association, Inc. A. All reinforcing bars, ASTM A.615, grade 40, deformed as per ASTM grout for high-lift, following manufacturer's recommendations for amount and 10.1 This Contractor and the responsible Subcontractor shall maintain, be (SMACNA) specifications, procedures. responsible for and keep to proper, order all barricades, signal Standard Bullding Code (SBCCI) B. Welded smooth wire fabrics ASTM A185 'welded steel wire fabric for 8. Other Materlalss All other materials, not specifically described but required lights, etc„ for the protection of the general public around his concrete reinforcement', for a complete and proper Installation of the work of this Section, shall be as �..- own excavations and on his own building materials stored in the The Council of Amer•Ica (TCA) C. Dowelss ASTM A306, grade 60, selected by the Contractor subject to -the approval of the owner. streets or on the premises. D. Steel Wires Comply with ASTM A-82. Uniform Bullding Code (UBC) 2. Tle., Wires_ shall be black annealed wire, 16 gauge or heavier. C. Execution Article 11i Insurance Underwriter Laboratories CUL.) 3. Feinforcing Bar Supports, Shail conform to the 'Par Support Specification' 1 Trispect_ions Examine the areas and conditions under which work of this Section Each Contractor shall purchase dad maintain. :.,1 insurance as con�alned In-die 'Manual of Standard Practice', as ubtished b the CRSI. will be erformed. Correct conditions detrimental to the proper and timet specified under Article 11.1 of the general conditions. Limits P y P P P Y Wisconsin State Building Code shall he ns set forth below except as otherwise required b/ the g completion of the Work. Do not proceed until unsatisfactory conditions have Insurance company carrying the umbrella excess liability coverage Section 0120 C. Execution been corrected, with respect to the project. Certificate of Insurance shall be Project Meetings 1. S-u--rTace Conditions Metal reinforcement at the time concrete Is placed shall 2. Coordinations Carefully coordinate with all other trades to ensure proper and Issued to the Owner by Contractor and ail Subcontractors. -b-e-Free'fro-M Muo7,' oil or other nonmetallic coatings that adversely affect Q equate Interface of the work of other trades with the work of this Section, �-'� 11.3.1 If by the terms of this insurance any mandatory deductibles are bonding capacity. Metal reinforcement with rust, mill scale, or a combination 3. Mixing Mortar, Use a mechanical mixer of one sack minimum capacity. Mix required, the Contractor shall be responsible for payment of such 0120 - PROJECT MEETINGS of both shall be considered as satisfactory, provided the minimum dimensions, moriar Tor at least three minutes after all materials have been added. Mix mandatory deductibles in the event of a paid claim. Should the --. __ including height or deformations and weight of a hand wire brushed test only as much mortar as can be used in one hour after water has been first mixed deductibles not othherrwiwi se required Owner shall be re5ponslblr� For 4--�� Owner, elect to mr_ eany Mandatory deductibles or pu^chase specimen, are not less than the appiiLcabte ASTM specification requirement, Into the batch. Do not retemper mortar, w 2. Standard Practice, payment of such add!tionat deductible amounts. A. Description _ _ 4. Installation, Lay up all walls In running bond, plumb, level, and true to the _T7_-Vo-FR Included, To enable orderly review during progress of the Work, and to A. -ATI requlrements of concrete reinforcement not covered In these Lines and dimensions shown on the Drawings. Do not use chipped or broken In 11.3.6 In waiving rights of recovery under the terms of this subparagraph, provide _`or systematic discussion of problems, the owner will conduct project specificat!ons or on the str uctural drawings shall be In accordance with units. If any such units are discovered In the finished wait, the Architect the term Owner shall be deemed to include his Employees and the meetings throughout the construction period. Manual of Standard Practice', as published k,y the concrete reinforcing may require their removal and replacement with new units at no additional cost Architect and his Employees as the Owner's i,enresentat.ve, as 2. Rela_tPd_ Work Described Elsewhere, The Contractor's relations with his steel Institute and the Western Concrete Reinforcing Steel Institute, to the Owner, �,,� provided in the Contract Documents, - - - B. Reinforcing bars shuic ,..us,form accurate! to the dimensions shown on the 5. Dampenings Store all masons units on the job so that the are kept off the Workman's Compensation Sia+utory subcontractors and materials suppliers, and discussions relative thereto, are © Y . Y J Y P /R Employer's Liability $100,000 the Contractor's responsibility and are not part of project meetings content, structural drawings and within the fubricating tolerances shown In Manual ground anal are protected from rain or show. Wetting the units will not be `0 Contractor's Comprehensive General Liability (Some as Aggregate) 3. Quallty Assurances Persons designated by the Contractor to attend and of Standard Practice', CRSI. permitted, except when hot and dry weather exists causing the units to be warm w Bodily Injury - $500,000 *Each Occurance p-arTlclpa;e-In__t-Fe project meetings shall have all required authority to commit 3. Placln RelnforcingSteels to the touch, and then only the surface may be wetted with a tight fog spray. - $500,000 ■Aggregate the Contractor to solutions agreed upon to the project meetings, A e p acement o -bars should conform to the recommended practices In 6. Laying Ups Place all units In mortar with full shoved bed and head Joints. Property Damage Including Completed Operation Broad Ft,rm 'Placing Reinforcing Bars', as public shed by the Concrete Reinforcing Align all vertical cells to ma.ntain a clear, unobstructed system of flues. - $250,000 ■Each Occurance Steel Institute. Hold racking to an absolute minimum, - $250,000 WA re a to B. Products g gg g(500,000 �IGeneral Aggregate Not applicable. B. Bars should be securely tied to prevent displacement during the concrete 7. Reinforcement, Install all reinforcement as Indicated on the Dra.;ings. Fully Personal Injury - $SU0,000 riEach Person Aggregate operation and all dowels must be wired In P prate before depositing ee-moeaT rElnTorcement In grout, not In mortar or mortar Joints. Provide all C'ontractor's Comprehensive Automobile Liability C. Execution concrete, reguireA metal accessories to ensure accurate alignment of steel during grout Combined single limit $500,000 each occurence, I. P o ress_Meetings Progress meetings shall be held on the site to review C, All splicing of bars, concrete cover, placing tolerances and bar spacings filling operations, questions and problems, The General, H,V.A.C., Plumbing and Electrical shall conform to 'Building Coale Requirements for, Reinforced Concrete' 8. Tooling, Tool all joints to a smooth, dense, flat surface (flush struck). Article 12, Changes in the Work Contractors shall schedule a representative to be present at this meeting. The CACI 318) as published by the American Concrete Institute, and to 9. Grouts Perform all grouting in strict accordance with the provisions for high- Alt requests for change shall be made to Owner by change order. Owner recommended practices In 'Reinforcing Bar Splices' by the Concrete Tilt Grouting. Do not grout intil masonry has cured at least 24 hours, shall review and approve all chane orders, Otvner, equipment supplier and various finishing contractors shall be present at Pp g othese meetings for discussion of problems and coordination as required. Reinforcing Steel Institute. Consolidate oil grout at time of pouring by puddling with a mechanical ,i6 3. Drawings and specifications are complimentary and an item included in one is vibrator, fitting all cells of the masonry, and then reconsolidating later by assumed to be a part of both,. Where there Is a question or conflict In the puddling before plasticity Is iost, documents, the Owner shall be notified and shall provide the final V Interpretation, 7,., 6 f"'Ef?M'.C'1" i'Ii?_.i„ L!JF' �iii,i].69, 1`31-1P9001_ '- ..... iiM _./I f)i.. til , r M 1 1 / 1 1 I I 1 1 1 1 1 1 1 1 1 1 1 L Ill III I I I III ( I I 1111111 111 Ill 111 111 1II I;rl III Ili FII III 111 ilr r11 ill iii 111 111 11 111 1II - -._. 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I L .._Ar1 y Section 0815 Aluminum Entrance systems ffi 0815 ALUMINUM ENTRANCE SYSTEMS Section 0870 ^ N Section 0550 Section 0720 _ _ _._ � �` Miscellaneous Metals Insulation Finish Hardware a, 0720 INSULATION A. 4escriptlon i4 1 ETALS - 1. Furnish and Instacl all glazing, glass and door frames, barrier bars, and 08_70 _FINISH_HARDWARE W � j 0550 MISCELLANEOUS M -------- M - exterior window wall system includlr,--, all hardware, accessories and caulking 1� �"�""� e. required for a complete watertight installation as detailed on the drawings and g A. Description v C A. n 1. Work Included, Provide building Insulation for exterior walls, See drawings hereinafter specified, A. Description o W Description 1. Furnish and Install all miscellaneous metal Items whirInclude but are not for location and type. 1, Install all finish hardware, to be supplied by owner on doors Indicated on door B necessarily llmitea to the following, 2. PrQteQt2. 2ma tQv Use all means necessary to protect the materials of this Sections B. Produ4ts schedule, ], Aluminum comoonents, � ,000 PSI per ultimate tensile strength alloy not less 2. Cc.ordlnation, Hardware templates and schedules shall be sent to hollow metal, A. Non-detailed loose lintels, structural. before, during, and after installation and to protect the work and materials of P than 0.125' wall thickness, 1-3/4' x 4-1/2' frame size, millwork, wood door supplier by owner to coordinate the necessary prepa,,atlon. B. Anchors, expansion bolts, expanslon shlel,ds, toggle bolts, molly screw all other trades, anchors as required to complete Instaltation of all miscellaneous 3. Delivery & Storage,. Deliver materials to the ,job site, and store In a safe dry 2. Fasteningsi aluminum, stainless steel or cadmium plated carbon steel, metals. place wlth all labels intact and legible at time of Installation. 3. Weatherstrip door openings with black poly-pile weatherstripping, B. Products 4. Replacements, In -the event of damage, Immediately make all repairs and 4. Glass stops, without visible fasteningsr snap-In type, black, for puttyless - F,ll hardware shall be provided by owner to meet requirements listed In the door B. matQrii.-L repTaceMents necessary tc the approval of the Owner and at no additional cost glazing, schedule unless otherwise noted. 5. Hardware, (Manufacturer's standard heavy--duty hardware finished to match door), 2, All aluminum entrance system hardware, rolling grilles & overhead fire doors & 1. Steel A-36, to the Owner, - - y g 2, Plates ASTM 283, Grade '( ', Numbers without manufacturer listed are Amarllte, shutter hardware Is by manufacturer. � Z: 3. Shop coag Tnemec #99-G or Hentzgen `4080', B. Materials a. Offset pivots, use manufacturer standard top and bottom, U b ILA 1, lreneraU All Insulation material shalt be the product of Owens/Corning , Deadlock, Adams-rite 4510 deadlocking latch, faceplate and strike, same C. Instaaation shapes as frame 4560, latch hondle. 1. Mount all hardware units at heights recommended In j Recommended Locations for C. Installation Flbergla.s, or on equal approved by Owner, g 1, Gene at 2, Exterior_Wall Ins_ul_atlon� At all exterior walls where so Indicated cm the C. Exposed overhead closers use manufacturer standard (cushion stop) with Builder's Hardware' by NBHA, except as otherwise specifically Indicated or, A A. Welded ,Joints, ground smooth, whenever possible. r-swings provide T-1�2r full-faced glass fiber batts or rigid insulation In adjustable backcheck andel latch speed, stop doors at ]10 degrees. required to comply with governing handicapped ^egulatlons, These shall be as ii Z B, Field connections, bolted. sizes indicated, N. Standard push paddle -- typical at all aluminum doors, follows, C. Touch up all connections, abraded surfaces after Installation, 3, Provide 4 mill poly vapor barrier continuous on Interior side, Seal all e. Door pull - standard by ;arlous manufacturers, A, Locksets and tatchsets - 40' T- D. D, Bends shall be uniform wvthout wrinkles, penetrations with duct tape to allow continuous membrane. f, Exterior door thresholds - manufocturer's standard, r4otrresl•,rkls qt interior eluors B. Exit device crossbar - 37' E. Erect units ptumb. square and tight all conditions, 4, Other_Materials, All other materials, not specifically described but required g. If exterior doors are to be provided with thumb turn interior c vlinder, C. Center of door pull - 42' fora complete and proper installation of the work of this Section, shall be as with lockset rim cylinder by owner, D. Center of push plate - 48' pl selected by the Contractor subject to the approval of the Owner. h, Vestibule doors without cyllyder cuts, E. Deadlock -- 60' I. Panic Hardware, 'Adams Rite' concealed vertical rout 8622-36 x 8066 entry 2. Install hardware Items complying with manufacturer's Instructions and C E eLut= function. recommendations. Remove hardware from surfaces to be finished after Section 0610 1. Inspection, Examine the areas and conditions under which work of this Section 6, Finish, Integral color/anodized NAAMM AA-C22A42, standard Industry anodized Installation and store until surface finish Is applied, reinstall. Rough Carpentry w!ll be Installed, Correct conditions detrimental to proper and timely color to match existing. 3. Adjust each operating Item of hardware to insure proper operation of function 0610 ROUGH CARPENTRY completion of the Work. Do not proceed until unsatisfactory conditions have 7. Doors to be narrow stile to Meet applicable AAMA requirements concerning sells, of unit. Lubricate moving parts as recommended by manufacturer, V, �, x H - been corrected, 44 39 strengths, 4. Install all weatherstripping in strict accordance with manufacturer's written ., j o a 8. Caulking color to match frame. recommendations. Flt weatherstrl In tightly at corners to maintain w R 2. Lnstallatlon, Install all Insulation In accordance with manufacturer's g tripping 9 Y w A. Description speclflcatlons. 9, j��ufacturers, continuity around periphery of door, a. Doors and Frames, Amarine, Slgnallne, Kawnc-er, Howmet Corp„ Cronco- 5, Clean hardware as recommended by manufacturer, ��Work Included, F,U labor and material necessary to complete the rough 3, Verification, Upon completion of the Installation In each area, visually carpentry work, Including but nut limited to the following, Ute, Tubellte, r approved equal, o ect and verlfY that all Insulo.tlon Is cum fete and Pro ereY Installed. u I zap A. All framing and sheathing as required by the details and plans, a w H 2. Related Work, Finish Carpentry - Section 0620. B, InstallationF<,> N 3. Quality Assurance, Provide sufficient workmen and supervisors who shall be 1, Fabricate and Install exterior units to withstand wind pressure load of 26 0 ,� � a W present at all times during execution of this portion of the Work, and who pounds per square foot over entire frame, glass, and panel area, acting Inward X M n shall be thoroughly familiar with the type of construction Involved and the Section 0790 and outward, U u materials and techniques specified, Caulking & Sealants Section 0880 e w� 4, Product Handling, Store all materials In such a manner as to ensure proper Glass & Glazing N Ln o ven I a Ion and drainage, and to protect against damage and the weather. 0790 CAULKING & SEALANTS 14 Z 5. Replacements, In the event of damage, immediately make all repairs and 0880_ GLASS.AND__Gi._AZING_ � N � �- replacements necessary for the approval of the owner and at no additional costa� Roza a to the owner. A. Description v a z ' 1, Work Included, Supply and install all caulking and sealants work as shown on A. Description � � o a � ° B. Products drawings and specified herein, This shall Include but not be limited to the Section 0820 1. Furnish and Install all glass Indicated on the drawings and specified herein, F z N 1. Blocking & Plates, In contact with concrete to be Douglas Fir, Western Larch, following, Wood Doors t, Windows "w L-F � - H o or Wes• ern Hemlock, preservative treated moisture content 19% maximum, and Aluminum_Entrance System & Windows_ - specified under section 0815 Aluminum B, Materials o � �, � H � � V, r fire resistant as required by appticoble codes, See drawings. n race1. - Gazing compound, u u Oil a 0 2. FraminLumber, - 19% moisture content, fire resistant, If required by code. Toilet Fixtures, Coulk by plumbing contractor, color -- white. 0820 WnOD DOORS & WINDOWS A. (TT-P-781), type 1 or type 2 minimum and accessories such as points, setting N o Na a U. r O Water or Waste Penetrations, caulk by plumbing contractor, color - white. - blocks, shims, stop beads, angles, wiring spring clips shall be the type m Species Size Grade F(b)Mlri (Compression cup may be provided in lieu of caulk,) recommended by the glass manufacturer, z Y T Doug ams Ftr (North) 2 x 4Tor smaller) Construction 1050 Tile Corners Type_#2 and_ #3r Caulk by general contractor, color• - white, A. Descrl ion B. Typesi s �r P � Q H 2 x 6 Cor larger) #2 Cor better) 1250 The Corners_Type nth Caulk by general contractor, color - black, �- Rei"c�r to dour schedule for locations and types of doors required, 1. 5/8' tempereol Insulating glass in exterior aluminum doors. Color to be � �'0 � y Tile at Cooler Walls, Caulk by general contractor, color white, 2. On doors where a fire rating is required, provide doors which have been tested selected by owner, ° ° Larch (North) 2 x 4 Cor smaller) Construction lOSO Tile at Cel ink_ Grid, Caulk by general contractor, color - white. and rated by UL for single-point hardware and which ch are certified by 2. 1' insulating glass. Colo,, to be selected by owner, u 2 x 6 Cor larger) #2 Cor better) 1250 Vanity Tops & Waitress Station, Caulk by general contractor, color clear, manufacturer to corp.;.;y with NEPA pamphlet No. 80 Fire Doors and Windows , for 3, 1/4' float glass, Type L Class 1, Quality Q3, � o z a IV a g P_ap_er_Towel_Dlspenseri Caulk by general contractor, color - clear. the required class c,r rating, Provide veneer and finish to match non-fire 4. 1/4' clear tempered float glassl Grade B, Style L Type L Quality 03, 0 is��o ►»3 � o Hem/Fir 2 x 4 (or smatter) #2 (or better) 1150 Hollow Metal Doors, Caulk by general contractor, color - white and clear, rated doors In the same area of the building. Class 1. 2 x 6 (or larger) #1 (or better) 1200 Hood Wall, Caulk by owner, color - Aluminum, 5, 1/4' glass mirror unit-; with finished edge, Stainless steel 'J' mold at .4;:!§ 15as-s-'hrut Caulk by owner, Color - Aluminum. B. Products bottom of mirror at men's room supplied by glazing contractor, Stainless P '� Southern Pine 2 x 4 (or smaller) Construction 1000 Stainless Steel Work Tables! Caulk by owner, color - clear & aluminum, L^- Interior solid cors flush doors, steel shelf with =hannel at women's room supplied by owner, 2 x 6 (or larger) #2 Cor better) 1200 Stainless Steel Hand Sink, Caulk by owner, color - clear, a. v Standar--dFilckness veneer and hardwood cross banding bonded to core with PCn ServinaLlne, Caulk by owner, color - clear & aluminum. exterior resin glue. C. Installation IT co = 3. Plywood Sheathing b, Edi st__�rlpps, Hardwood 1-1/2' sides and 1-1/4' top and bottom. er 'arm all glazing work In accordance with the minimum standards of the flat A. Wall Sheathing, 1/2', 5/8' and 3/4' CD Interior, APA exterior glued index c. Face Materlat, Plan spliced red oak. glass ,jobbers association (FGJA) glazing manual, 32/16. Nailing to be Sd or 6d (deformed) at 6' o.c, at edges and 12' B. Materials d. L4gpqf Acturer! Weyer haeuser, B. All glass, factory labeled on each pane. Dir!Ansions shown on drawings are �•`�j U =' o,c. at Intermediate supports. Provide marine plywood in areas and sizes 1. general Interior caulki One part acrylic latex caulk, 90% solids minimum use 1. UL fire label, Mineral core DFM type. given only as a guide for estimating purposes, and actual size shall be �A Indicated on drawings and fire resistant as required by applicable codes, as recommended by Manufacturer for general purpose interior sealant, 2. Other doors, Solid wood flake core type DPC-1, determined by measurement of the actual openings, Glass shall be accurately L, Acceptable Manufacturer, Dow Corning, 2. Ban uet Room Doors, Fir, paneled In six (6) panel recessed or two (2) panel 9 cut to fit these openings. '•i y ->; e C. Execution 2. mint buckingo Compressible rod of material as recommended by Sealant lite glass - supplied by owner, Installed and milled under finish carpentry C. Inspect windows and other frames to determine that the frames, sash and stops 1. InsnectlQn, Examine the areas and conditions under which work of this Section Manor"acturer for ,point types and widths incilcated on construction drawings. contract, are set true and straight, Sash rabbets and stops shall be clean and dry at will be performed. Corre-:t condition detrimental to the proper and timely 3. Joint cleaner, sealers and primer shall be as recor.mended by Manufacturer. 3, Banquet Room Windows Fir, 9 Lite - supplied by owner, installed under finish the time of glazing, Before glazing metal sash remove any oll, lacquer, or completion of the work. Do not proceed until unsatisfactory conditions have carpentry con+races other material to which the compound will not readily adhere or which will tend been corrected. to delaminate from the metal and cause a leak through the glazing seal, 2. Workmanshl All rough carpentry shall produce members true, tight, and well C. nstallation C. Installation nailed, with all members assembled in accordance with the drawings anal with all 1. Joint backing material shall be a width greater than the point, as recommended L Acclimate doors to building condition before handling. pertinent codes and regulations. by the Manufacturer, to guarantee a tight fit when forced into place. 2. Comply with all recommendations of manufacturer to Insure warranty provision 3. Selection of Lumber_Pieces, Carefully select all members, Select Individual 2. Apply materials in strict accordance with Manufacturer's printed instructions, specifled. pieces so that knots and obvtoias defects will not Interfere with placing bolts, observe Manufacturer's requirements regarding temperature control, usability of 3. Trim and fit doors to leave equal width stiles on each side to fit frames with Section 0925 proper nailing or making connections. materials and protection of adjacent surfaces. Making sealing surface slightly unlform space 1/8' at frames, 3/4' at floor. Gypsum Drywall 4. Shlmming Do not shim sills, ,Joists, short studs, trimmers, headers, lintels, concave, free of wrinkles and skips, uniformly smooth and with perfect 4. Maintain clearances required by UL for alt. fire (labeled) doors, or at er framing components, adhesion along both sides of joint. Protect adjacent surfaces from excess 5. Make all hardware cuts true and neat. Fit hardware so doors wili close without 0925 GYPSUM DRYWALL 5. Treated Lumber, Use only treated limber for all wood bucks and nailing grounds materials leave ,joints In a clean, neat condition. Defective ,Joints shall be binding. - - - - --- (other than Foundation grade Redwood) In, or In contact with, concrete, removed, cleaned and replaced at no additional cost, 6, Locate hardware as detailed and In accordance with approved hardware schedule. 6. Blocking, Install all blocking to support all Items of finish and to cut off 3. Set Thresholds in full bed of caulking and anchor with expansion anchors, 7'. Do all cutting, altering of doors to accommodate louvers, glazing, hardware and A, Description all concealed draft openings, both vertical and horizontal, between ceiling and similar Items without impairing utility or strength of door. Templates re 1. Provide all Tabor and materials necessary to complete the Installation of the supplied floor areas. ppIted on request, gypsum wall board and Metal stud framing system Indicated. 7. Alignment, On all framing members to receive a finished wall or ceiling, align S. Doors which warp and are found to have unfinished edges or other defects, wlll 2. Comply with all applicable requirements of 'American Standard Specification for e finis subsurface to vary not more than 1/8' from the plane of surfaces of be rejected. Immediately replace with new doors, properly hung and finished. the Application and Finishing of Gypsum Wallboard', by the American Standards adjacent framing and furring Members. Association except where more stringent requirements are call for herein, In 8. Installation of Plywood! P� all plywood with face grain perpendicular to local codes or by manufacturer of wallboard. ----- supports and continuously ?r at least two supports, except where otherwise 3. Malntaln temperature of drywall space In range of 55 degrees to 90 degrees F. specifically Indicated on th drawings. Section 0810 until building is entirely closed and ventilated as required to eliminate 9. Protecticn of Pl wwood, Pr !ct all plywood from moisture by use of all Hollow Metal Doors & Frames Section 0835 excessive moisture build up in the building. required waterproof cover ds until the plywood has In turn been covered with Folding Doors 4. All drywall to conform to ASTM C-36 or C442 as applicable to the type of the next succeeding compor en c or finish. drywall. 10. Na111n , Use only common wire nails or spikes of the dimension shown on the 0810 HOLLOW_ METAL DOORS &_ FRAMES Nailing Schedule, except where otherwise called for on the drawings. 03-5-FULZINIQ UJOK. B. Products 11, Bolting, Drill holes 1/16' larger In diameter than the bolts being used, -3�-fie l Framin System Drill straight and true from one side only. Bolt threads shall not bear on A. Description a. Runners, Minimum 25 gauge exterior wall galvnnlzed steel, with legs not _...� wood, Use washers under head and nut where both bear on wood) use washers 1. Re4Wr to door schedule for locations anJ types of doors required. A. Descri tion one Inch high, slightly bent in to hold the studs by friction. under all nuts, 1. Door supplied by owner, Installation by general contractor, b. Stuls, 25 gauge, 6 , 3-5/8 , 2. 1/2', and 1-1/2' punched, screw-type, 12. Screws, For lag screws and wood screws, pre--bore holes same diameter as root of B. Products 2. 'Pella' series 358 wood folding, accordtan-t 1pe, suspending from a track at the MinimurU ASTM C645, Hot clipped steel or electro-galvanized steel, with threaa enlarge holes to shank diameter for length of shank. Screw, do not Ho(Tuyi Metal Frames= General head. There shall be no guides or track at the floor, All spring hinges shall flanges not less than 1-1/4' side, Stud depth shall be as required for drive, all lag screws and wood screws. a. Cold rolled, 16 gauge, labeled frames where required, be concealed In the closed position. Doors shall be furnished assembled, wall finished thicknesses on drawings, b. Provide removable steel stops for sidelights and borrowed lights, C. Furring Channels ASTM C 6451 25 gauge, hc,-, shaped. \ C. Frames shall receive two coats of rust Inhibitive primer. Provide -three d, HoLnu ac urers, Celotex, Filntkote, Johns-Manville, Kaiser, National (3) rubber bumpers at each door, B. i'x'od� Gypsum, U.S, Gypsum Wheeling Corrugating Co, Section 0620 d. All frames to be, PS466, 1. Track, hangers, panel, and hardware to meet manufacturer's standards for series 2. G sum Wallboard Finished Carpentry e, Approved manufacturers, Steelcraft, Ceco, Trussbllt, AmwelcL and Fenestra 358 doors. 01 -G,�y-ePsu-gboard, Use 5/8' Type X throughout, unless otherwise indicated, 2. HollowMetal Frames - Welded (Interior and Exterior) 2. Door to be supplied pre--finished, sanded, sealed and coated with a clear b, M oIsture�eslstant Wallboard, 5/8' In areas Indicated. a, aw rifler an-Ta cont>nuousiy WTd corner joints fur full js�mb depth and lacquer flnfsh. C. �lardware and accessories required for comple'ce instatlatic•n to be provided 0620 FINISHED CARPENTRY width of frame and trim, Contact edges shall L-e closed tight, welds on by this Contractor including the following, exposed surfaces dressed smooth and flush, Prime coat paint, 1, Corner bead, 'l_' type metal trim at exposed drywall edges and where --- b. Provide chamber at hinge cutouts to allow attachment of hinges after frame C. Instatlltio drywall aleuts dissimilar construction. A. Description Is filled with grout, 1. Comply with manufacturer's recommended Installation procedures. 2, Resilient channels and furring channels as required, ns artatlon of all millwork items by finish carpentry subcontractor. 3, Knocked Down l,DrwalFrames (Interior) 2. Provide 1-1/4' clearance above finish floor to the bottom of door, Drywall, d, Joint finishing materials to be Manufacturer's best recommended materials 2. Mlllwork to Include but not necessarily i.Imlted to all oak trim, mouldings, a, �rywalT�rames seri -be�inocTc-down, double return back bend (to prevent for a three compound treatment, plastic countertops at tollet rooms, and plastic laminate trim at cooler doors, cutting Into wall), flush hairline miter at corner or: head and ,jamb, e, Approved Try watt Manufacturers, Celotex, Fllntkote, Georgia-Pacific, 3, Related iter•- by others or specified elsewhere. corner reinforced with concealed cup, Primed finish, rl,ady for finishedo7�ng= afivilke,lZ'a ser ypsum, Ta tonal Gypsum, U.S, Gypsum. a. Fixtures and equipment by equipment supplier. (See Drawings) coats, Section 0836 4. Hollow Metal Doors B. Materials Flexible Door.:: a.moors sh-611-ie flush design, of size Indicated on door schedule and C. Installation ~ 1---AT-oak trim boards and miscellaneous oak trim to be select grade, clear #1 red reinforced mortised, drilled and tapped for all hardware, and shall have a -L----TramTng, Anchorage runner shall be attgned accurately at floor and ceiling and oak, smooth finish. Sizes and conditions as Indicated on drawings, closure channel to and bottom, ��" ell 2. Wood mouldings, P 0836 - FLEXIBLE_ D❑CRS, securely anchored approximately two <2) Inches from the runner ends. Floor 8 b. Doors shall be 18 gauge steel with two shop coats of bekea on rust _ - _- runner and ceiling runner shall be secured maximum 24' o,c. Cc 3. Wood doors as specified under Division 8. Inhibitive primer, 2. Taping_ Finishing 4, Plastic laminate counter tops at tollet rooms to be 'Formica' 936 Buff C. Doors shall bear UL- labels as Indicated on the door schedule, A. Description a. Mtx jutn-U and finishing compounds per Manufacturer's directions, 5. Plastic laminate trim at cooler doors to be 'Nevamar' W-8-164T. d. Cora_ shall consist of structural honeycomlu or solid polystrene core bonded 1. Double swing doors at kitchen areas supplied by owner, :n5 ialied by general b. Center type over ,joint and embed In uniform layer of point compound of Rustic Quartered Oak to both faces, contractor. sufficient width and depth to provide firm and complete bond. Apply skim e. Approved manufacturers, Steelcraft, Ceco, Trussbllt, AMweld, and Fenestra. coat over embedded tape, C. Installation B. Materials C. Treat angles with reinforcing tape folded to conform to adjacent surfaces 1, install alt Items provided by Millwork Contractor as speclfled under 0620 <B> C. Installation 1. Manufactu_reri Ellason Corporation, Easy Swing Door Division and straight true angles, above, oil doors and frames specified under Division 8, and all other related -1' Fra-mes which are scheduled for label construction shall be Installed using UL 2. Core, 063 thick 6061 T6 aluminum alloy anodized finish both sides, d. Allow compound to thoroughly d^y for at least 24 hours. items requiring Installation. appruved anchoring, Frames shall be property prepared to receive UL approved 3. Moder SCP-7 Modlfled w/48' stainless steel plate one side and Ii_" stainless e, Over point compound and tape apply c_cat of finishing compound, Spread 2. Fabricate trim in singke lengths without splicing where possible, Join only hardware and shall have proper label attached at the factory. steel late on other side with 9'x14' clear ace tic safety window set in black where soled fasteningcan be made. P Y Y evenly and Feather out beyond edge of board, After first finishing coat 2. All frames shall be. completed with iamb anchors for attaching to masonry walls, rubber molding. Is thoroughly dry (at least 24 hours) cover with second coat with edges 3, Provide blocking where required for securing items in place, or other anchors as required by the particular Installation, 4, Finish, HPL Nevamar W-8-164T rustic quartered oak. 4. All work to conform to custom grade standards of 'Quality Standards of the 3. At the time of Installation the doors ,jambs shoul-1 be held 1/2' off the feathered out slightly beyond preceding coat, Architectural Woodwork Indus tr ' AWI, f. Give all dimples at fastener heads and all marred spots on surface of Y exis i:;,g concrete floor before quarry tile is Installed. C. Installation board one coat ,Joint compound and two coats finishing compound, applied as 5. All corners to be mitered and to fit tight and smooth, 4. Install all hollow metal doors and frames according to manufacturer's 1. Coordinate Installation with work of other trades and locate each coat is applied to ,Joints, 6, Kerf all oak craps to prevent warping, specifications, accurately. Comply with manufacturer's Instructions for secure g. Install metal corner reinforcement at all external corners, except ends of 5. Flit all welded frames with mortar at masonry construction. attachment, proper relation far adjacent finished surfaces and proper hood wall, Conceal flanges or metal reinforcement with at least two coats 1''r�'i-r`r 1 ' operation, compound. When completed, compound shall extend approximately 8 inches to 2. Fasten top bracket to top of iamb only and buttom bracket to floor, 10 Inches on each side of metal nosing, 1--- -- h. After each application of ,joint or finishing compound has dried, lightly a r�5 (IF 45 sand all ,joints. Leave all board and treated areas uniformly smooth and � _ ready for texturing. Do not rough paper, 0 r . ' rd--a • . .V,w ..w.w•i..,..I)w.wrN....,m...•..�..»c..-...,.,., .. _ .,• IIlIiI1I1I1I1I1III � 11l1i11l11I111l1lJill�litIlM1fII1IiI►lJill l11r11111Ii1 5 6 7 g (o NOTE: IF THIS MICROFILMED ' DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL - DRAWING. OE 62 82 /_Z 92 SZ oz E7. ZZ Iz 0? 61 BI .LI 91 S1 t,I EI tl II 01 6 9 L 9 SI-- .�----bl E L. z I still llllllIIIII IIIIII IIII IIIIIIIIIIIIIII mill I11111111111111111111,11111111111111111illiIImIl1111111t1111111iIIII 111111u11Hf1t111IiIN11111IHI1111N�nu1i111jUllliiii►iliiliiiillttthillilwffillfftlflu�l�llulllllil�nlllullu i A APRIL 1991 r . V � e LLJ Section 0998 W ONWA ,jc Fiberglass Relnforced Plastic Panels � Q � a Section 0990 0998 - FIBERGLASS REINFORCED PLASTIC, PANELS (FRP) Section 0930 Painting Ceramic Tile Section 0950 �, 0930 CERAMIC TILE --�-- Acoustical Treatment %0" 0. A. Description --_.- 0990 PAINTING > � W 1. Subrilttals 0950 ACOUSTICAL TREATMENT L. Wimples, Two 8' x 10' samples of each panel) one 10' piece of each type '. A. Description - of trim and molding, Samole fasteners, UJ L All c=eramic tele to be suppled by owner. Tile contractor to supply Laborand A. DEtsc�rlption b, Detailed Installation Guide, Form #855, setting materials. Install all ceramic tele where Indicated on the drawings -- This contractor shall do all Interior and ex-.erior- painting Indicated on the } and as hereinafter specified complete with all adhesives, mortar, etc, for A. Description drawings, Including wood masonry, gypsum boars!, ferrous metals, prime coated B, Products complete installation, 1. Furnish and Install all gypsum ceiling panels and acoustical the ceilings metal surfaces, registers and grilles, 1. FRP-Panelsi Glasbord-P as manufactured by Dyrotech Industries, [nc, 2 2. Coordinate with all other trades whose work affects, connects with or is indicated on drawings, Including edge angles, suspension system, and all 2. Examine all sulis:urfaces to receive work and report to the general contractor CD �, WHITE, concealed by the Installations, Before proceeding make certain all required materials and tabor necessary for a complete finished Installation. If with a copy to the owner-, all conditions detrimental to work, Comnencement of Pr-6-duct N_umberr BES385P inspections have been made and the work is approved, carrying channels are required for Installation they shall be provided under work will be construed as acceptance of all suosurfaces, 2, Clean wall surface of all for•elgn material and prepure surface as required by 3, Examine all subsurfaces to receive work and report In welting to General this contract, 3. Deliver materials to site In manufacturer's sealed containers, lobels Intact. FRP manufacturer. Contractor, with copy to owner any conditions detrimental, Store materials and equlpwent In one place where directed by the General � B. Products contractor's foreman, Protect floats and wal,s 4. Conform with all applicable requirements of the American Standards Association ' storage room, Remove oily C InstallAtign 11 specifications CA-108 series) and the 'Tile Handbook' of the Tile Council of 1, Acoustical Tiler rags, waste, etc. from bul',ding every night and under no ch^r_umstance5 allow 1, Install panels in accordance with manufacturer's m,tallation guide, form V ` America, a, ape #lr 24'x24'x3/4', shadow line and reveal edge, fissured acoustical them to accramulate, #855. design by United States Gypsum. Glacier, Color to be Sandstone, 2, Apply Adhesive In accordance with manufacturer's recommendations) Install seams B. Products Flame Retardarrcy! Type 111, Form L Class 25 (Federal spec. SS--S-118B)I B. Products plumb and not less than 6' from corners) horizontal seams not permitted, 1. Glazed Wall filer Class A (NEPA 103). Materials shall be of the best grade, made by the following; manufacturers, 3, Remove excess adhesive promptly, replace panels which carnot be completely a, Type #1 - Buffet Area Walnscotr Mtdstate, 4-3/8` x 4-3/8', color to be Surface Burning Characteristics, Flame spread 15, smoke developed 0-15 Gudden and Watr_o, <leanedZ , 9 #220-55, navy. Grout cotur•r Black, (ASTM E84 Test procedure). - � b, Type #2 - Rstroom Wall Tiler American Olean, 4-1/4' x 4-1/4' color to b. Type_ #2, 24'x48'x0.12', Fiberglass Reinforced Plastic Panels, Color to be C. Installation be #58, vellum--w�h-accent color stripe 2 rows high of #59, parchment, White, 1, The Contractor shall examine all surfacer to be finished and make certain that FlgrgP Retar.4l4IIgyj Class III. they ca, be put In proper corditton for finishing by customary cleaning, Section loft, (1 Accent stripe to start 34 above concrete floor. Grout color, white, 2, Suspe S stem, sandingand ut`, in The Con-.ractor assumes full res onsibitity for producing C. Type #3 - Kitchen Wall 1U+ ftmerican Olean, 4-1/4' x 4--1/4', color to be -e-----Y-- P Y 9 P P g Toilet Partitions n. Tie #lr The exposed non-fere rated ceiling suspension system shall be a satisfactory job with the materials specified, #58, vellum. Grout color, whrze, type_ #_2'S11 as manufactured by 'Chicago Metallic Corporation'. All main 2. Workmanship shall be of the very best, all materials evenly spread and smoothly 2, bout, OL Grout shall be hydroment grout as manufactured by the UPCQ company runners and angles shall conform to ASTM (635 with standard color, Flowed on, giving N a uniform _Moen and color itl�out runs and sags. Transparent 1015 TOILET PARTITIONS F• _ k Sandstone-2G, finishes shall have all coats rushed out smooth. Spraying is acceptable for (provide latex adhesive and epoxy grout at dishwashing and can wash area,) b. Type #2r The exposed non-fire rated ceiling suspension system shall be prime coats only, Only skilled painters shall be employed and all materials a p x ape -NnO ate aluminum as manufactured by 'Chicago Metallic Corporation', shall be applied In strict accordance With Ma,)ufacturer's directions, Except A. Description .. o Q C. Installation All main runners and angles shall conform to ASTM C635 with standard color as othermise specified only one Manufacturer's materials shall be used In each 1, Toilet partitions to be suppited by owner, installation by General Contractor, � � �, t white #41. of the finishes specified, 2, Submlttalsr Manufacturer's data and installation Instructions, °0 w ni .Oc a 1. All the shall be set by exp.-rt journeyman the setters, I � w o o 2, Lay out all work so that where possible no tiles less than half size occur. In C. Hanger Wires, Not less than 12 gauge galvanized steel. 3. All surfaces to be painted or enameled shall be cl�eaneO free of loose dirt and _ any event Install no half tiles above first course up from the bottom or away dust before painting Is started, All knots, pitch streaks and sappy spots B, Products a° 6 U Mc from first vertical course at Internal and external corners, Allyn all Joints, C. Installation shall first be touched up with shellac where finish calls for paint or enamel, 1, Mtnufacturer, Accurate Partitions Corporation. Concord (head rail braced), ` y experienced Y puttying Color, 823 Buff (Factory Stock), ,n v, � U w � vertically and horizontally. Cut, fit, adjust, and establish tiles neatly and 1, Installation of acoustical materials shall be made b ex Prlenced mechanics In 4, All necessarof nail holes, cracks, etc shall be done after the _. D. w ~ � 1 strict accordance with the manufacturer's printed instructions. first coat with putty of a color t:o match that of the finish, 2. Con_,tructlonr Baked enamel finish on extra smooth leve! steel galvanized '~ � „� 6.4 � accurately to accommodate accessories, Interruptions, chases, returns, 2, Suspension shall be made from structural members only, riot from mechanical or 5. Alk undercoats of paint and enamel shall be tinted to the approximate shade of mechanical and electrical outlets, and finish at their exact location (as P y p PP bondertzed with a minimum zinc coating of not less than 00015' coverage, o u electrical work, Metal grids shall be placed true to line, accurately spaced the final coat. All suction spots or hot spots in cement, after the 3, Hardware & Accessories, Manufacturer's standard, heavydut operating hardware a W ra determined by job-site conditions), Maximum variation shall be 1/8 Inch + In y P g x cn , a and level, No sags, waves, buckles or crooked work will be acceptable. application of the first coat, shall b+a touched up before applying the second and accessories, satin finish stainless steel, M O oa N aK 10 feet when a straight edge is laid on the surface in any direction. � rn Install extra hanger wires at the corner of all light fixtures to support the coat. Contractor shall secure color schedule for rooms before priming walls, 4. Anchorage & Fasteners Manufacturer' standard theft-proof exposed fasteners, ,n ,n w •o� 3, Furnish and install all required trim pieces as specified or detailed for the - •. w U various tile specified. additional weight. Maximum deflection = 1/360 of span. 6. Tops and bottoms of all doors shalt be finished `-ami' as balance of door, finish to match hardware, .. w 3. Finger marks, dirt, or damage to acoustical materials will be cause for 7, All painting shall be done to conform to local health department regulations. 5, Partitions & Doors, One Inch thick with .steel sheets not less than 20 gauge i -1 �` Rln oz a 4. Thoroughly wash out joints and saturate with clean water before grouting, P g P g Q a �� Thoroughly grout into alt ,Joints to fill entire length and depth, Ftll flush rejection of work, for panels, and 22 gauge for doors over a vertical honeycomb filler core, < u a � ,n 0 4. Provide owner with 24 extra teles type #1 and 6 extra teles type #2 for storage 8. Painting Scheduler The following specifications for Finishing is not intended YP YP g -- 6. Pilasters, Shall be 1-1/4' thick with 18 gauge steel sheets constructed in the w o 3 with face of tiles making a neatly finished smooth surface. Prevent staining to mention every particular item which will receive painters finish, but Is . - ---- _ " Z �a b owner. same manner as partitions & doors, of grouted ,Joints, y Intended to establish type and quality of finish which will be required on 7, Provide 12 spray cans of touch-up paint 823--Buff, I. m E- P o H E~ � 5, Where stainless steel corner guards are installed, delete bullnose. various materials, 0 a 8, Alternates, Providqp pV)e partitions under Accurate quick shirogram, Z Verify height of corner guards, Iptgrior & Exter,Ior�rrous Metal including electrical panels at kitchen area, o ?? o F a 6. Cleoantng & Protection First Coat- Rust Inhibiting primer, C, InstallatlQns ,n o a a <v s. u .,A a, Wipe surface clean after grouting, remove all traces of mortar and grout, Second Coat - Enamel undercoat. .. w a� o, Any open or cracked joints shall be pointed up, y 1, Install compartments, screens & enclosures according to manufacturers current z a .. a Third Coal - Alk d satin finish enamel p b. Close spaces to traffic or other work until acceptance, Repair all �Qod, deplacons, E. damaged work at no additional cost to Owner, First Coati Polyurethane varnish, satin flnisYl, sanded. 2. Replace damaged units which cannot be sa+.isfactorlly field repaired, as = M r � s U H Second Coati Falyurethane varnish., satin finish, sanded, directed by owner. o z H °� V' Third Coati POlyure thane varnt sn, satin finish, •. -rn x oaf a� Recesse _ Light Tr sDiffusers and Speaker Grilles, 2 coots, a u Section 09E; Section 1660 , z a rL 9, Color Scheduler The following schedule for color Is not Intended to mention t -. �' o ••s o Vinyl Base every particul-ar It(-f%, but is intended to establish a guide, Any questions or Sperlal 11 Section 0933 unclear color specifications should be directed to the owner or Its Electrical Systems P ,fig 0965 VINYL BASE 1-iollMetal fFrames Glidden' Quarry Tile representative, Ceramic match,, product #4618, -- Hallow r 0933 QUARRY TILE - v Hollow Metal Frgfiea .Exterior, To match existing finish, Recessed L!Aht Fixtures, Diffusers & Speaker_Grilles, 'Glidden' SYSTEMS 1660 - SPECIAL ELECTRICAL A. Description 78-68. Product #4687. -- ---�- - ---- v"° C3 LL; 1, Installation of all vinyl base Is specified under this section supplied & Stain to Match Oakr 'Watco' oil stain, 4 parts fruitwood, 1 part golden oak. q � A. Description installed by carpet Installer. Polyurethane Finish on Oak, Glidden Appolo Urethane Satin, _T ,_ aNA�FMFNI .CLIBPJ�k6TIM1 U'a - C'� c T-All quarry the to be supplied by owner, Tile contractor to supply labor and 2. Examine all surfaces to receive work and report In writingto General -C -- �- setting Materials. Contractor, with a copy to owner, any car,dlt ons detrtmenal, Commencement of INSTALLATION REQUIREMENTS FOR THE MARK I SYSTEM -I- 2, This j;ection Includes all labor, equipment and related services necessary to work will be construed as acceptance of all subsurfaces, s ' `4.0 �~ Install all quarry the Indicated on the drawings or specified herein, 3. Floor pavers shall be Installed by thin set method using a Latex-Portland B. Products I. ELECTRICAL REQUIREMENTS , �•�fir, ,,''�� Cement Mortar, TCA S ecWlcatton F113-78. f"r••�, P 1. Resilient straight base shall be Armstrong, Kentile, V.P,I,/4 high, color •� )!: l,'��y� 4. Work shall conform to the following standards, unless otherwise specified black, vinyl base, Base shall be applied in as long pieces as possible, A, Requirements at P,C, - 120 Volt 15 AMPS herein, Pieces will not be accepted smaller than 6' tong, Two Cc: duplex Isolated ground receptacles fed by a Tile Council of America (TCA) Specification listed In the '1977 Handbook 2. Adhesives to be waterproof of the proper type as recommended by manufacturer dedicated clean circuit, for Ceramic Tile Installation'. for particular Installation. B, Requirements at Mark I - 120 Volt 15 AMP ANSI A108,5-1976 ANSI Specification for Ceramic The Installed with Dry- C, Installations One (1) duplex isolated ground receptacle placed directly Section 0995 below clock to prevent accidental unplugging, Set Latex-Portland Cement Mortar, 1. Surfaces shall be thoroughly dry, free of unevenness, foreign material (ole, Wallcoverings You may wish to put a right angle plug on your cord. grease, paint, etc,) and broom clean, Maintain temperature recommended by B. Products Manufacturer to spaces where work is beta done and where material is stored 1. Tile Materials for periods of time. g 0995 WALLCOVERING IL CQMMUNICATI(aNS -vprBLE RtQUIREMTS a, Unglazed Quarry Tile, Type #lr Slip-resistant, abrasive embedaled in 2. Set all specified bases In adhesive thoroughly coated and firmly set so lower -- surface in�raf tic areas of preparation area, cooking area, scullery, pot edge fits tightly against flooring. Make all ,Joints In bases, Including those A, Colhmwl:attons Is made through a single RS-232 date cofilimwash and coolers, Nan-abrasive elsewhere. See plan. Manufacturer, at any preformed corners, plumb, flush, tight and Inconspicuous, Set top edge A. �Des�cr_lption mlade. nlcatlon cable. In most cases one has :o We custom American Olean. Size, 6'x 6'. Colors Ember Flash. Grout color, black. Wade. To do e a n were, 22 gauge, shielded data cable and back of base firmly against wall, Meter and tightly fit Interior corners, � Tn��latlon of all wallcravertng is spectf'ted under this section. 1,'allcovertng test be run bQttr�en the Mark I and the P.C. It must be Pattern, See drawings for the pattern, to be provided by owner, one Conih�rAeus CGioIQ. A Col1,uF Q-Corot #C-0766, Beldon i^ b. VDR azed Quarny Tile, Type #21 4'x8'. Color, Ember Flash. Grout color, 2, Fire Hazard Classification, Wallcovering material to meet or exceed federal -, black, Pattern, See drawings for, the pattern, #994.. E.lpha •601.0. or equfai stranded wire cable will be 2. Mortar and Grout Materials specification ASTM-E-84, sub CCC-W--408A, class A with a flame spread of Q, fuel acceptable. Once cable placement is firm, a single-hole, a. Portland Cement Mortar. Materials for Portland cement mortar shall be as contribution of 0, and smoke development of 5, teWphone type cover plate may be needed on the cable r �; follows, ioefore the connectors are put on if the cable passes Portland Ce_mentr ASTM C.50-76a, Type 1, B. Products 1. Adhesive Primer Sealer, As rerummended by Manufacturer of wall covering for thr�puph a wall on either end. Leave enough cable to move and, -A_9T_M _C1�76, wa hed, clean and graded. Sand for latex Portland - - ur yoegWmvnt around for servicing and cleaning, cement mortar shall pass a #16 sieve. use with particular substrate used) mildew resistant and ion-staining 'to wall Water, Clean, potable and free of deleterious amounts of acids, alkalies Section 0968 covering, B. Install In conduit where required by code or necessity. �---- Carpet 2. Release Coate OIL base sealer or enamel undercoater for drywall or organic materials, P 3. IsrlrrZ and seal substrates In accordance with wallcovering manuracturer's 11L COMML1N1CAT NS CCINWCTIONS b. La+.ex-Portland Cement Mortor shall conform to the requirements of ANSI Instruction, Apply release coat to gypsum, drywall, �-- - - 'Specifications for Latex-Portland Cement Mortar', A118.4-1973. 4, Test substrates for moisturej verify not more than 4%, C. Organic Adhesive shall con•'orm to the requirements of ANSI 'Specifications _0_968 CARPET A. One wa,lQ 25 Diel D stv:� connector Is used at the time for Organic Adhesives for Installation of Ceramic Tile', A136,1-1967, Type i cloc:k� One female 25 p%, D style connector is used at l , . Installation the P.C, Solaklr t,,pe connectors are preferred. Wire pins 1. Job Conditions, Maintain constant minimum temperature of 60 F at areas of M1-9 and 20-25 'sural ht through' (i.e. 1-1, 2-2, 3-3, d. Latex Additive shall be U.S. Rubber LATICRETE #3701 or #4237. A. Description - g g Installation for at least 72 hours before and 48 hours after installation. etr), Ground the shield to wire �o end one ,Asuall at e. Acid resistant rout for floors shall be U co HYDROMENT .JOINT FILLER. 1. Install all carpet supplied b owner In areas Indicated on drawings, P Y� Y 9 P P PP y g Remove wrappings from wallcovertngs and allow to acclimatize to areas of round both ends, � Color, black, 2. Work shall be done by skilled craftsmen, fully experienced In this type of Installation for at least 24 hours before Installation, the time clock, Do not g Installation, 2, Place wallcovering consecutively In order cut from rolls) hang by reversing , 3, Mixes TRW #PBM-25P and D 8M-SSS or equal with hoods, 3, Material shall be stored In an enclosed and dry area, protected from damage and q Q. Latex-Portland Cement Mortar may be either a ,Job mixed Portland cement- alternate strips except on match patterns, sand mortar mixed with latex additive or a prepared dry-set Portland soiling and moisture, 3, Aly adhesive In acordance with manufacturer's recommendations, In seams 4, Fire Classification, Carpet to exceed ASTM specification E662-79, class A ppese c B. Test the cable by '.'Irst vis,aal,y inspecting all solder cement mortar mixed with latex additive. Job mixed mortar shall be 1 part classification, plumb and not less than 6 from corners) horizontal seams not permitted, =onnecttonsl then *-est for continuity with an OHM-meter•, Portland Cement to 1 part. sitica sand. Mix mortar strictly according to 4. Trim selvages as required to assure color uniformity and pattern match. Using a ,Jumper !retween sockets 1 and 2 on the female end ! additive manufacturer's Instructions. Do not dilute latex additive, Overlap seams and double--cut for tight closure, unless otherwise recommended by test for con-Onutt at the male end. Repeat this using b. Grout for floors shall be an acid resistant grout, B. Products y P ) the manufacturer. different combinations of ns 1, Latex Floor Patchy As recommended by manufacturer, p! u11K Continuity on all of 2, Adhessvei As recommended by manufacturer, 5. Remove excess adhesive promptly using clean sponge and warm water. Replace them havt been checkeal ALL of -the OHM valves should be C. Installation panels which cannot be completely cleaned, similar, An unusuakk high 3, Seam Cement, As recommended by manufacturer, y y g r•evdings may tncillC4te a bad Deliver the pavers and other packaged materials in their original containers 4, Sealer, As recommended by r.,Anufacturer, 6. Replace wall plates and fixtures removed to permit wall 7overing Installation, connection and should be Checked Once each wo-e has been with seals unbroken and Labels Intact. Deliver, store and handle materials to 5, Carpet Edge Strip Reducer, Rubber In metal track, Submit samples, Verify cut edges of wall covering completely concealed, tested, place the hoods on the connectors and It is ready -� prevent damage, Protect from water and the elements, Store cement, time and 7. Install wall covering with Intimate substrate bo: d, smooth, clean, and without to connected, other cementitious material In watertight sheds with elevated floors or indoors C. Ins_t_allation wrinkles, gaps, and overlaps, T est on wooden pullets, 1. Prior to starting I ,s t.aliati8, Wallcovering YP on, In ,taller must approve substrate before C. The connection on the P.C. is through the serial port, If �........� 2, Temperature. Do not Install pavers when the temperature is below 60 degrees proceedingwith Installation be u,nin ,nstallation implies acceptance of Type #1 - Sold color dark blue vinyl, 54 material, our P,C, does not use a 25--pin serial or'., contact our F. and maintain an air temperature of at least 60 degrees F, until the mortar g g P P Type #2 - Dark blue background with White flowers, 3'-0 repeat Y P P y substrate, P,C, sales person to verify which additional connectors or and grout have cured. 2. Clean floor of mortar droppings, plaster, dust, and dirt. Seal floor, if pattern, 27 material, { adapters will be needed. (Exampler IBM AT or Compaq use 3, Close spaces In which pavers are being Installed to traffic and other work, required by carpet manufacturer-, filling cracks or holes in floor larger than Type #3 - White background with dark blue flowers, 3'-0 repeat L� 1 protected, from damage until final acceptance, Plywood pattern, a 9-pin serial port and a 9-pin to 25-pin adapter cable,) 4. Finished work shalk be protected, 1/4 wide first, 27 material, walkways, wood planking, covering floors with building paper and other 3. Install carpet according to manufacturer recommendations, Type #4 - White background with dark blue diamond pattern, precautions may be necessary to protect the floors from damage, 27' material 5, Inspect surfaces to receive quarry tele before commencing work. Do not proceed Type #5 - MARK I CHARACTERISTICS until conditions which would result in a less than first class Installation are Type #6 - Color-, Royale Essex Cord, Essex Commercial Wallcovering, 2 , (� satisfactorily corrected. Commencing work shall be construed as acceptance of Type >r SE-01-27, Dimensions, 3"0 x 3,75 x 11,0 the surfaces by this contractor as satisfactory to receive the pavers, 9. See plans for location of wall covering types. Weight, 42 lbs. 6. Surfaces to receive pavers shall be clean and dry, free of oily or waxy films. 7. Set the true to line and dimension, Maintain an even and true surface, Joints shall be of uniform width, properly aligned. Lay out pattern so that Power Requirement-ii 115 volts, 60 hz, low � tiles at inter•ser_tions are greater than 1/2 -tile in width, Print, Dedicated line recommended print 8. Cut and fit tale at Intersections, built-In fixtures and otherwise as necessary, Drill the neatly at pipes and other protrusions so that ruts are completely covered by collars or escutcheons, Grind sharp edges of exposed Operating Conditions, 50 degrees - 100 degrees F cuts, Shipping Conurtions, -40 degrees - .1.50 degrees F, 9. Force grout into jmnts completely filllnc) points with compacted grout and Up to 100 percent humidity (non-condensing) covering mortar, Finish joints of tile fkush with surface, Fitt gaps and skips, and retool, Bracket Requirements, Should be mounted 5'7' from the floor for 10, Waterproofing a. Provide 'Tile Tite' waterproof membrance at areas Indicated on drawings, correct eye level, entire cooler floor and 2' up each wall. a. At completion of work, thoroughly clean quarry the by rubbing with damp `- burlap. When clean, polish with dry burlap. Do not use acid cleaners unless specified by owner, a _ _ 12, Acid etch floor before Installation. 1:=:F?1V1.1 "1" 11013. I.ct_IF `�'�:>! i.f.:rci'4 [ JF 9 iii 1.72 26 OF 4 o _ I °"'*r4Mr ..::_. -�S-f• ,,, ..« . ..._._....._._...._...:...1-.:....«.:. ......w.. __,....�.Ci::w..:_ ,.,r ;r.,....+«w+,,,. 1iA1," � * ' �III�I►IIIIIIIIIIII�IIilIIllIIIlllililllililil1llltlill�ill�ilill�►li�ltlilili�i�illlilil1111 1i{ilifili111tt,I1i111t{tilt{ililili{iii{illltlltil1111�i�li{illtLillitllflilfilllll1111i{ell{11111 ! ' _ • � 2 3 4 5 6 7 9 10 NOTE: IF' THIS MICROFILMED -`- ----- --- -M-- _ DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL _ DRAWING. AE 6Z 8Z LZ 9Z SZ bZ EZ ZZ 12 OZ 61 81 L I 91 SI b l C I 21 11 01 d 9 L 9 S .bI E'•.- I'' Z i""' - ,rtiIIIIIIIIIll 1111111111111111lllllfill IIfill))11111111111Ililoll I 1rrilu111Ill IIifIll 1111111{IIIHIIIIdllti')IllIll IIill Ill Ihil111111111Ill 11111111111uIll III 111Ill nuldligil1111u11ildlllul,n11111�ulllllill,lllllllllnllhlitllllhli8l1Ulf11WlIuWlliJu.ul,lulllll y APRIL 1991 µ Z UJ r 301-01 29' UJ -3 - --o_l Lu %4" STI > t QUEUE-UP C4 %; MECH. t 0 m I w �11 44� PANTRY TO—I A ®r: 0 COOLER 100A E211 Om (�O [3:1 (t� [:3] CASHIFR -- _7 w- CM 40 E Ti �-1 0 ICA LA-1 7%) r LANTE 12 C04 CcQ 00 ELEC. -A 045 -00 _� �I 120 = v 1123 30 3045 L3045304 3045 Dc: 0 172A 3042 _� - 042 3042 3042 J � 3042J 3042J 304.2 3042 3045 ____- —- --- -- � - _ --� I I _ I _ _ ® — 04 �_ JEt 3060 --] 3060 30691 3060 3060 L Ao J __-� C J C- J _ - - _ 4 3,D69, 6n 0 .3"o > E *0 1 — I— I F ---sl R 3045, JND 00 -44 wig Cc' L 0 INS N ■ u u It E�- — _- - E O A a, ?I V) IN 000 a 5OUP 6 Ln >. (A LLC�I .4ioo - Li� a. IX r -ice cm u 2w F- I-& Icz L Z C3042 39141J 3042 3042 -�] D�c; ti -IVnl 3042 3042 ml, 3042 39142 3045J � F � � v� CA 7 -10 E-1 EL—El EL---,—] F] 1: EL-- w DINING ROOM 114. 3*12 PEOPLE --414 M - . 05 9 E 5EVERAGE 0. t u � I I&, F �4 1 0 3045 E DW 00 3045 -- 304F,, 304r 3045 ■ HOT FOODS a pus 0 CART C:CFT:r--r= I . 1 �1 1 1 0 . 122 F3-] 00 3045 FIZZ 00 @ ■ 3045 3045 --k- .]L_30�451 4 ER OE M c: Ns .5 CE) FI a - 0 - . 3045 BUFFET 3042 3042 3042 304 ----- 3042 3042 3042 3042 =15 J � ----� - � �_ —._ � l-'_Y � fir! ___ r J _J J LLI J '� 4*- N) - (1 1 =3M 1E] som COOK'S 17 r FREEZER 121 3060 3060 3061 3orpo 3oroo 3oroo 3orpo 2 - COOLER 3045 126 r%9 LUAITIM-E54 J �_ J . Q - M 14- 6E __ N7 ---I EL—Ll E---- Ll C_ _ L J _ o �--- _ __ -- _- _ �- C4CKEN COOLER 3045 < 3�1 = 3 3 3 E 1.5 C E C 5EVER,.� ICE MACHINE 3042 3042 3042 3042 3042 3042 %0 JA E130 J 8 s S -J - --- J i ----�.__ — --- --- 11� CHICKEN 3045 � � J � J Cf �_------ - - -__ _ � J _J J X30 � \,� _,� ._.,_- PREP. 3060 3060 3oroo 3oroo 3060 =2 LOCKEF" __--- -_ -- - �_- E J �--- - 304 0 (D4 OFF IC E I POT UJASH WOMEN'S Al: 3 3045 3045 3045 3045 3045 W2 5— MEN'S U PLANTER r-(:)R'-EE ART I 3C ��-1---- ri -11,10'Nor OF 45 rplo. ll�WIN A�LI Iry I 2 3 4 5 6 7 i)o If 9 NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE. 17 IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING, cz zz 12 0? st al il 91 Is ol -6 oc 62 92 a 92 S2 fpz 21 11 9 L 9 s c APRIL 1991 (2 ' 0 ICA E k ` 7 A Ln a � C4 � C N G � N � W z �j z I� U ----- — —-- -- -- 28 -0 -- - ------.— I HOOD WALL 61 10' � � .3'_6' 3' -0 2'-2' 3'-0 2'-'4' 10'-3° � ELEC. - -- -- -- --- -_ _ - ---- - ---- - 8 CCAS al iI-0- ----- ____a -'6� - -- ---- - ---- -- --- - - -9' 3'-26 1'-7' 8' F � o WATER 2� ._0 2� _ !L_��I - ---- ---- - --- - `-- ------- -- ----- �'� �3 — --- — 6 � m � --- — -------- — - a 4 0 N � N 39 tA I_ I ;r � � o _A4 Vv), ., .. _ mD v; D a z a u CK -- --- I .. z F w I 192 21 22 23 2 2 21 2 2 � a� :~ o F ' vi 0 x oc cY3 r m `�ZC 4 �Z = xxzwa FK y; ,y-iOpCUN �� L�L � '�,Gd7 LM • ELEC. ♦ CCAS • WATER 28'-0 _ HOOD WALL - - 21 271-81 26 HOOD '-�-- - C-Zwl • - -- _- -- HOUR Ce) � 21 � 22 13 23 ------� - - - -- STAINLESS STEEL o - ° CLADDING - ---- --------- o It M - 2' 6" 11 -0 12'-11' - - \ �✓ WATER - - - - ---- -.- _ _ -- ------ -----12'-9' 6 2' �---. 81 CCAS .-0 -- --8-�- — -- _all 31-21 ELEC. 2'-2 3'-0 10'-3" NOTE: PROVIDE CASTORS ON ��.. THE �OLLOUJINC EG�UIP1'1EN7 - - - - --- - --- - -- 1 1/2 �I 020 022 F'r- .MITf� I�IC] ) 1.11 '`tit Ic;l i.FSS' NIJf'�tat`�].':7';.' � w25 m X1'2 1 s 01 h(I I!►illl I III 1 I III II1 III III I'IlIIIIIIIIIIIIIIIIIIIIIIIIiII>f1I111I111�1lIIIIIIIlII11 11. 1l1I1lIIIlIIIl1IIIIIIlI�IlIIIIII1111111I1111111I1111111It11I11111111111Jill IIIIIIIIIIII '� '!' - • NOTE: IF THIS MICROFILMED i 2 4 5 DRAWING IS LESS CLEAR THAN ' THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 62 92 L2 92 SZ 02 E2 22 IZ OZ 61 BI J1 91 SI bl EI ZI 11 01 6 9 1 9 SI .r b E 2 I "�• oil IIIII I I I I ILII IIIIluuIIIII III III 1lIII IIIIIIIII111111UIluFIIu1II111111111I11111if 1IIII 11IIIIII1111I111111111111+I111111111111111111111111111111I111GIIIIIIII III IIII IIIIIIII III1111iIIIII lIII I IIIIII11f�IIlII1111jU11I111111111IIHI�IIIIIIIIIIIillILI�J1111�1111�111111111I1lIIIIII'IIIIIIIW 1APRIL . 991 � � 1 LLJ 2 Ln UJ C4 cc, r- C4 W B ------ - -- -- 243roNK SHELF 2460NK SHELF C14 246ONK SHELF Lu CLI a it 2436NK SHELF 11 24bONK SHELF 2460NK SHELF lo -- — --- - 24bONK SHELF QT lei 243&NK 2460NK SHELF 243&NK SHELF 246ONK SHELF 2460NK SHELF II T- 243roNK SHELF 15 246ONK SHeLF oNK SHELF 9 —--------I 2460NK 5Hr-LF 243r 2460NK SHELF T -T 2436NK SHELF 246ONK SHELF 35 24 - 15 14 2436NK. SHELF 4 24(oONK SHELF Ci-SroN3K 246ONK SHELF 4 4 nuzo :Z' 0 2-14PK POSTS 2--T4PK POSTS "F`53K 2-74FK POSTS 2-14FYK, POSTS 2-74P< POSTS 2-14F'K, POSTS 2-1410K POSTS 2-14PK POSTS M 0 rz C4 0 6�41=7L;: 7 *�FIS #3 mr1 *To1=m #4 -< u c Q- � z Lo Z C4x0 .. IX — x z F u Z t- V) 0 OZ L", tia >* V) 246ONK SHELF p -Z 7- 2448NK SHELF 3t 0 10 2460NK SHELF +5 2460HDW DUNNAGE 2448HDRK DUNNAGE 2448NK SHELF 2448HDRK DUNNAGE r 246ONK 5�4ELF 11 ;!448sK SHELF 11 20 20 2 TF2448< FRAME 2460NK, SHELF (CENTERED) 7- 2448NK SHELF 2460HDW DUNNAGE 2448HDRK DUNNAGE 2448NK SHELF 2446HDRK DUNNAGE 24bONK SHELF CHICKEN BLOOD TRA*r TF2460K FRAME TF2448K FRAME 2--T4FK POSTS 2-'14PK POSTS 2-63Hr-K POSTS 2-63HPK POSTS 2-14PK POSTS 2-14FK POSTS 2-54PFK POSTS 2-5444fmK POSTS 2-54Hf::K POSTS 2-54"FYK POSTS *1ro 2448Nr- SHELF2448NC SHELF 24roONr- SHELF 13 13 I 2448HDRC DUNNAGE 2448NC; 5HELF 2460HDRC DUNNAGE 24roONC SHELF 2446NC: SHELF 13 13 2448NC SHELF 2460NC; SHELF 20 2448NC SH-1- 13 2448NC SHELF 246ONG SHELF 2 13 2448HDRC; DUNNAGE 13 2 24roOHDRC DUNNAGE 2448NC SHELF 2 ---- 1T-2448r- FRAME 2460NC SHELF 2448DRG- DUNNAGi� ro Tr-2460C FRAME 2 [J CF55IS13C FRAME 2 kMF- 2 2-5444PC POSTS 2-54HPC POSTS 2-14PPOSTS 2-14F POSTS 2-74P POSTS 2--14P POSTS 2-54HPC POSTS 2-54HPC POSTS 2-14P 1=06T 2-74P POST NOTE: ADD SHELF LEDGES To REAR OF 2448NC 5HELVE5. 1-D &�-4ELrw 7*,rf=E # 11 J., P'ERIM T T' FKJP9001.fag, 29 OP 45 W)TE: IF THIS MICROFILMEDZ DRAWING IS LESS CLEAR THAN THIS NOTICE, 1T IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. CIE 62 @a 12 ge S2 fpz C2 z? I?, oz 61 91 11 91 sl fbl EI 21 II of 6 9 1 9 s t, E z I APRIL 1991 1 V � � cv Lu --__-_ .-__�-_�--- --- 2460NC SHELF w - 2448NC SHELF I a --- -- -._ 2436NC SHELF c W e I 12 Ib -� 2436NC SHELF T `= -_ __� - - -- 2448NC SHELF2448NC SHELF 2448NC SHELF 18 2460NC SHELF Il I 13 � ` - = 2436NC SHELF 2448NC SHELF w 8 14 -------- - -------- - 2448NC SHELF -:-- -_-- - 243bNC SHELF II ____ 2448NC SHELF T- �.__ - --- 2460NC SHELF l 14 e3 T -----_- --- --- - 2448NC SHELF ------ -----—-_-�__-_._" 2448NC SHELF }- L - ------ 2436NC SHELF 13 -- 2448NC SHELF` 246ONC SHEL. 4 --- :.436NG SHELF -- - --- 2b 26 I8 Oi f11 {2 OL - - 2436NC SHELF - - - -_ ---------- 246ONC SHELF --- - -- --_ 2448NC e+iELF - - - - --- - - -- - 2448DRG DUNNAGE ___--- _- - -- 2448DRC DUNPdAGE ----- - �- - -_ _ z GF55N3C FRAME 21-= ----- GF55N3C FRAME c� 2-14P POSTS 2-14P POSTS 2-14P POSTS 2-14P POSTS 2-14P POSTS 2-1410 POSTS 2-141(POSTS 2-14P POSTS 2-1410 POSTS 2-14P POSTS NOTE: ADD SHELF LEDGES TO 0 w w � < ° W a REAR OF 24b0NC SHELVES. NOTE: ADD SHELF LEDGES TO NOTE: ADD 3HELF LEDGES t0 a 8 '� H .. o H REAR O I- "DD24G SHELF SIDE LEDGE F 2448NC SHELVES, REAR OF 2448NC SHELVES. ON TOP SHELF, SINK SIDE. N ` a w U UtA F ~ 0ul w �'vivo� �■/ � I ! ■moi I � 6�4F.L.;: T**rPrm #17 Tloroprm # 1a T*Tops # � w u 'o 1B z .-• a xx O .yx-. �, ....r z a ° w I- � 0xam �ac 2460NC SHELF 7 s s u _ — - - 2436NC SHELF -- i a z !- 2436NC SHELF U 12 122448NC SHELF g � A"o ••s o 246ONC SHELF -- 2436NC SHELF _- _ _i 244bHDRC DUNNAGE I - 2436NC; SHELF I6 13 13 2448NC SHELF 2436NC SHELF 246ONC SHELF - 2436NC :+HELF g F41 r14 : 21 I6 — ^— 2436NC SHELF F__— 246ONC SHELF 2436NC SHELF — 2448NC SI-PELF 22 1 18 16 — —_— —_ — 24484DRC DUNNAGE 2436NC SHELF TF 2448C FRAME 2 246ONC SHELF 2436NC SHELF - 448NC SHELF 6 6 1-- 2-14& POSTS 2-14P POSTS 2-14P POSTS 2-14F POSTS 2-54HPC POSTS 2-54HPC POSTS 2-1410 POSTS 2-14P POSTS 2-14P POSTS 2-14F POSTS NOTE: ADD SHELF LEDGES t0 REAR OF 2436NC SHELVES. _-- -- 2448NC SHELF -- - - -- 2448NC SHELF --- --- �- - 2436NC SHELF r g I - - 2460NC \' SUPPORT BRACKETSHELF 11 2 —�-� -- 2448NC SHELF II ` __-- 2448NC SHELF r �� 2448NC SHELF 2436NC SHELF 9 ____-_� _ i=- 2448NC SHELF - _ 2448NC 3HEL.F 246ONC SHELF I1 --- - -- g - - -__-- __-- 2448NC SHELF - v__ __-__.------ 2448NC SHELF _ 243bNC SHELF J i-=-- =- lb 2448NC SHELF 12 o I � ---f 2448NC SHELF -- - ---- -- 2460NC SHELF 34 34 1 32 16 2 -- SUPPORT BRACKET---.. ---�_�-��=�:. _ --- --- -- - 246ONC SHELF 5 I-SEC55C 2-14P POSTS 2-14F POSTS 2-14P POSTS 2-14P POSTS 2-14F POSTS 2-14P POSTS 2-14P POSTS 2-14P POSTS SiIIII14MA mrllrpp. #26 74TI=Fm #27 7*101=s #25 T*iooPF= #: 'B T*TOOPF= #30 ID PI-IF-9001,"I" F'L:F'1w1T T h�.lf::i':,. I;:+IJf-'�+1_I�.17.F�'„ �.I..IF" ,7 .. _ 1. - -.0 OF 45! will ' I . III III I I I I i III III I I III I 1' I t I I III I II 1111111 1111111 1111111 1111111 1111111 1111111 01Illll lIllIll 111 111 1111111111111 1 _ I I 1 I i I ,I I I ' I 5 6 9 NOTE: IF THIS MICROFILMEb 2 3 4 7 8 t 0--- --- --- — - _ DRAWING IS LESS CLEAR THAN f THIS NOTICE, 11 IS DUE TO THF QUALITY OF THE ORIGINAL i DRAWING. of 6? 92 LZ 92 SZ bZ a ZZ IZ OZ 61 BI LI 91 51 bl EI ZI II 01 6 9 L 9 5 b E Z . i1�1111111111111111t1111111111111111111111111111111111111N11111h111III:IIIIIIIIIIIINIIIIIIIIIIIIIIllll111111111111111111111111111111111111111111111111111111�1Illlllllllllllllllllllllllll'�lnlulllllulullllullaullll11111111111111u11n11ul1hlu�lul�m>Ihulllullll111uu1►1111►Inhw � APRIL, 1991 LIJ � � L _ Ln uj a; A K� x i�I Q, C v. N_ G �,�.,, > > � a Lu QQ a W � z __-- — -- - 2436NG SHELF 2442NC. SHELF I . — _ —.--�-� — 1848NC SHELF II 2436NC SHELF V -- — 9 --- 2442NC SHELF 16 I ---- -- — — 2460HORK DUNNAGE it ---- - - Z --__-- -_ —�- - - 1848NC SHELF ------- -- — 2436NG SHELF -� _-- 2442NC SHELF I L --_—.—. I6 A_ 2436NC SHELF 20 —--- -- — TF2460K FRAME 9 s -- -- 1848NC SHELF (CENTERED) -- = 2436NC SHELF :: x 34 I6 F� mW V, 0 14 D6. 0 o $` no O u � o zv --------- - 2436NC SHELF °a' 2 a - --- — 18 .8NC SHF.LF _ - 2460HDRK DUNNAGE —T--�-- � oQQ� CHICKEN BLOOD TRAY � " ' mox 1 ? o u 2-1410 POSTS 2-14P POSTS 2-14F POSTS 2-1410 POSTS 2-634-4PK POSTS 2-6 3HPK POSTS 2-14P POSTS 2-1410 POSTSSiIiiii4ELF T"rPM #31 SiliiiiiiiiiMLF T*i00f=1== wBi 2 TIrPE #34 mea F u rte- �p U yp� m 2442NC SHELF - - - 2460NC SHELF — 2442NC SHELF 11 SUPPORT BRACKET- S - -- — - 246ONC SHELF 2442NC SHELF _ I1 -- 2436NC QHELF 9 _ — - 246ONC SHELF 2442NC SHELF I6 --- �- --- 2436NC SHELF 32 34 � 2 —SUPPORT BRACKET LA 4-4 2-14P POSTS 2-'t4P POSTS 2-14P POSTS 2-1410 POSTS I-SEC53C *�wi" SLA 74rPE #37 w O 4='k::FR:M T f P�IUc'J. )`+L1F r,(:)1.f>'�', L"at 1(=' ! 177 ",..:L 0F 45 ._ :+. •�yp.N -7Jt-' :. i... w11�.. .' � I��I !'1�i1".,,:.'. '., _;.,_. .. , i++.wa , s � _ . �1�lI�I111�11lI1I1�l11I111�1IIIIII�IIIIIII�IIIIIII�IIIIIII�IIIIIII�I h IlIIIIII�III�IIIIIII�II 111111111!IIIlJIIIIIIl11IlIII1111111I111I111�lIIIIJill 1110111111IIYIIIIIIIIIIIIIIIIIII111IIIII111 .,. � �. 1 NOTE: IF THIS M ICRC F I I_MED 2 3 4 -_5 6 7 8 9 _ 10 -- 11 1 i DRAWING IS LESS CLEAR THAN ' THIS NOTICE, IT IS CLUE TU THF QUALITY OF THE ORIGINAL DRAW I NG. OE 6Z 8Z LZ 92 W bZ EZ. ZZ IZ 02 61 BI LI 91 1 it EI ZI II 01 6 6 L S b ' , ��11111n1�1nillnll!!!�I!!lI1111111u11N11uIIIluIIIUlIlu1111u11��1h1111111J!ulllnllulllunluulnllilll1�11�l11n11111I�nullulli11111u111111.1I1lI11.IlIIIIIIIIIIIlI11IIIIi�IIIIIIIIIIIIJII1411�1111II�Wll1lluullullnulllllllllllllflllW�1111I1111�IIII�JII III)114IIIIIIIW ' APRIL1991 v ,••r ; a �. N I4� tm CIA _ 16� a a" a ' W I (off V a� z IL rCoo<& soo�mm;z4 -LIGHT FIXTURE -- - --- - - - - I -- 4 LOCATIONS-TYP -- LIGHT FIXTURE 2'_31,2 2 LOCATIONS-TYP c z r 4'x4' TRE D OD ELECTRICAL CONNECTIONS SKfDS 8'- 1.ON - CONDENSER UNIT ON ROOF - (4'-0 LON SE IEL 'LARKIN' MODEL 05H-0100C1 'x4' T AT U'RE ED rOODSKfDS 4'-0 LONG pQFIX 8FAN COIL UNIT ----- CT AL CONNECTION ELECTRICAL CONNECTION - N � � „ x � Q 'BONN' MODEL 5M108IA-- ----- _�s I REFRIGERANT LINES o : SOLENOID VALVE I ( � I - - -- - -- I I TIME CLOCK -1'-6' AFF, THERM05TAT ^ - -,--DRAIN Z �, 1"4-4ERMOSTAT ---- - 2--4t- o � HSOLENOID VALVE --TIME CLOCK6'x6' ROOF ENING REFRIGERANT LINES �'-6REFRIGERANT LINE ==l — - -4 x� E TE COOLER /FREEZERSF w a F -- -FAN COIL UNIT - _ \4'x4' ROOF OPENING - -- �� Z ..2 7 U F CONNECTION --� LnSOLEN I VA1L1r1E 'BONN' MODEL SM208 ELECTRICAL _ CONDENSER UNIT ON ROOF Q M E• a < -1'-6Ll 3m- T1`1E CLOCK JN TIME CLOCK -1'-6' A.F.F. 'LARKIN' MODEL OSH-00-15Ci�'-6' A .F. CONDENSER UNIT ROOF - o _ DF IN 'LARKIN' MODEL O�H-0200LS III I I - - LIGHT FIXTURE I _ -- ,,�� \\\ - GHT FIXTURE FAN COIL UNIT - - TH OStAT RE-FRIG NT LINES CONDITION g ---� 2 L CATIONS-TYP 'BONN' MODEL SM0-16 13 -0 FREEZER __--�- 4'x ' ROOF O KING— I II5 VOL RECEPTACLE ELECTRICAL CONNECTION FOR HE T TAPE — — -- i ill [lLA ELECT RI AL CONNECTIONS II I - OND SING UNIT ON ROOF S<V� COOLER N' MODEL OSH-0200G1 FAN COIL UNIT - --- - I - '80HN' MODEL 5MH 1301 I- - - - - - -- - -- I 41'Ix4' TREATED UZOD SKIDS �! 2'-312 ' 41-0 LONG --`--COND IT ION I COOLED 20'-0 COOLER 110 VOLT CLOCK MOTORS ARE WIRED BEFORE DISCONNECTS SO WHEN SWITCH IS TURNED OFF CLOCK DOES NOT HAVE TO BE RESET. CLOCK 8045-0 CLOCK 8145-20 TERMINAL STRIP 2 N 3 4 - - - -6 EVAPORATOR FAN MOTORS THERMOSTAT SOLENOID X I COIL THERMOSTAT SOLENOID CLOCK 4003-0 FAN MOTORS THERMOSTAT SOLENOID 4 X D ISGONNECTIF—A � 1 D(SCONNECT40 --- k7 4 X N 3 5 6 1 I 340 .A .' N 230V I 110V N 110V 1 N 'NOTE' :-'N' ON CLOCK DOES NOT MEAN NEUTRAL -D ISCONNECT SWITCH TO KILL N 4 4 LEADS NOTE: FANS RUN CONI-!NUALLY-CLOCK TURNS OFF SOLENOID -REMOVE BRA55 JUMPER BETWEEN N 4 2 FOR DEFROSTING ON TIME CLOCK 'NOTE 110 VOLT OUTLET ABOVE DRAIN LINE FOR HEAT TAPE. fmo4NTR*loo COOLER WIRING D 14GRo4lol PREEZER LUIRING C I s%tto /CC6 COOLER l,lJ f ? f 1� f AC�RA1� . «_,......,... ....A.•....»..w..,w.a..,*. _....,.... Ie..r.«m.»-a.,....o.,:::.�..a.:,........�...+.rw,.. �..w.-u... F ..#+.. x.».-r.....n:•:...«.. - ...�.a.,nw,n _ . IAII 111 111 111 111 Ili Ill Illllll III 111 1111111 1111111 1111111 It11111 111111 111111111 1111111 !111111 1111111 IIIIIII 1111111 1111111 1111111 111111..1 Illllll 1111111 Ili 111 111 "1 - � - _' �� • 72 OF 45 WMW NOTE: I F TH IS M ICROF I LME D , 2 3 4 --�- 5 6 7 e 9 I!0 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. -- --- - ---- — - -- -—------ OE 60 92 LZ 9Z SZ bZ EZ ZZ IZ 0? 61 BI LI 91 31 bl Cl 21 11 01 6 9 L 9 SI b IE Z • �n111In1nI11uulnnlnulln11nu1n1111IIII11111tI111uu1nnllul�InlllllllllNlnI11111111111111111111111111111+1111uIlIli1111111�I,�IIIIII1111111111llIIIIIIIIl11111111�III11111U11111111111111111111�111f�111111IIIII11111111111111111111111111111111111illlllllllllllllllhllllllllll11111W � APRI14 1991 �snrr�� - V d g go L C (s ~ .A fell OF SINK VJ r RINSE/DR1� � C «N N '� rA 'ECO-SAN' TO �w >4VE LOQT OF SINK OF SINK PRODUCT w W WARNiNG DEVICES. o = -- EXHAUST POWER ,4CTIVATO I DUCT "ECO-SAN" RiNS iDR�" I I �� " Co-�L Ta RAC<5 SHoULID 1/2 ° �+oT '5TER-5,4K° SHOULD BE -- SE CONSTRUCTED WATERD I�PENSED WITH EITHER C ._ "E C, OF NON RUSTING W1 THREADED "SOL SOL ITAIREo r4 "FUN PUMP' OR SYPHON � t"lATERIAL. NIPPLE PPLE FEED D 1SPEN5iNG UNIT. � - -� � - SOL 1D POWER, SPRAY H05E RIN5E 4 DR`r', I "STER-8AK" AND 'ECO-5,4N" D I SPENS iNG 1-D05ES � w d, 5PR>41 - OSE tm woSOULD BE o CK °SACK SPL ,4SH n ° $ INSTALLED BEHIND � a � w � � H " > — D I SSI 1'�1�4C�-�11`lE - -- p 'A 7 A. w ND SHOULD . � � oN q D iSPEN5E THROUGH-4 THE 5,4CK511DEOF THE u ppc� � zG In DISHW HER DISH 1" ACHINE DiRT`�' _ CLEAN ° Z DISPENSING MOSES MUST ID ISH SLE PRE-RINSE SINK NOT CONTACT OR FA55 OBER ANY P,4RT OF THE co iP,4RTMENT S iNK � a z u� < " \, THE CHEZ"i I CAL INJECTION TOWER CONNECTION PORTS SHOULD FACE THE R INSE 5>'4CK WALL, 04 m �! C" f N< I D 1 SPENS iNG H05E MUST BE SACK WALL LONG ENOUGH TO ,4L.L.OW "CENTRON" �' _ SIDE MOUNT FILLING OF MOP BUCKET 'SAN IT iZER OF +-DOSE 818 OUT OF MOP SINK RECESS. EXHAUST , � 5WITCH e) I SHJJ,48HER SENT FOR CONTROLS EXH,4USTr -----uREGA i FAN 'CONTROL TOWER i 1 " o-- 1% ' HOT UATER -- - T CLEAN CLEAN W1 THRE 41DEID D 15H DISH NIPPLE TABLE TABLE 8� - 141 DISHWASHER WASHER ._._.- ---- -�— HOSE S I S w _ - --�- cc - 0 '% " HOT HOSE 4 RACK- WATER i =---- -5y OCS W1 THREA _D NIPPLE DISH A5L.EC) I SH 7415LE C4N LU46H ED - 45 M �- � .. y, i/i.•; _rA r11r.'��.i 4.;.�rR 'A.:.k:�..r ...'�i i 1Zr• nY .. .}� 1 4 a'-r•tl�1'.+ .. .. ,,.♦-. .. �MJ�N�t4AdY+/1 .., rMllr�O+�llAta•s IIII'I►.�IIIIIIII111�Illlllllrlllllllllllllllllllllllll�Ill��I�II��I�II,111►�III�IIIIIiI�111�11 IIIIIIIIIIIII111IIIIiIIIIIIIIIII�IIIIIIIIIIIIII�IIIIIIiI��III11�)ITII�IIIIIIII11�1�II�IIFI1,1�11� �,,, . - • 2 3' 4 5 7 8 9 I I t Z NOTE: I F THIS M ICROF 1 LMED � I 10 ++~ ------ ��_.— - — DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS FlUE TO THF QUALITY OF THE ORIGINAL DRAWING. OE 6Z 9Z LZ 9Z SZ bZ EZ ZZ IZ OZ 61 91 LI 91 SI bl EI Z II 01 6 9 L 9 S b E Z 1310� ri111111�uU�uu�nninnlnulnU�Un�IIII�I111Illll�uu�nuluu�nul�ni�►ullllllillllllllllllllll{IIIIIIIIII�IIIIII�IIn11111IIIIIIIIIIIIIIIIIII�IIIIIIIIIIII11111111�IIlIIIIILIItIIllllllillllllll�IIIIIIILIlUI111111�cIU11111II111IIIIII1111�1�1111IIIII�lI11�iIllIlIl111IIlIlIIW� w APRIL, 11 1991 0 LLJ — -- ---- -- --- — — � h C h ANSUL total System I 1182x✓- 1 ANSUL AUTOMAN ASSY CR-102) '-- Ire restaurant fire suppression system -Y '= w 13 5688 1 TERMINAL DETECTOR ASSEMBLY Regulator Release Mechanism - The Discharge Nozzles - Each discharge noz- '° -- shall be the pre-er,glneered, liquid agent, ,.. Mechanical Gas Line .phut-"Off Valve - A ��1 � 2 56902 1 STAINLESS STEEL TANK, ASSEMBLY regulated release mechanism shall be the zle shall be tested and listed with the res- 14 56814 6 360 F. FUSIBLE LINK cartridge-operated type with a fixed nozzle IJL listed, mechanical gas valve shall be spring-loaded mechanical/pneumatic type taurant system for specific applications. N or, 3 51610 3-GALLON ANSULEX LIQUID 15 15821 1 WIRE ROPE 50 FEET agent distribution network. It shad be listen provided when automatic gas line shut-off e z, capable of providing the expellant gas sup- Nozzle placement shall be determined by Is required for Indoor applications. It shall 4 13110 1 2 SOL'=N0►D GAS VALVE-110VAC with Underwriters La��oratcrles, Inc. (LL), l to one or two agent tanks, q PP '- 1E= 45111 15 PULLEY EL50W5 Cr•-41CxN TEMPJ ply g depending the size of the orifice In the nozzle tip, The be adapted to the release mechanism car- 1-4102 1 MANUAL RESET RE1_Afi 11 32222 1 DUEL MIGROSWiTCN (DFDT) The system shall be capable of automaticon the capacity of the nitrogen cartridge nozzle tip shall be brass or chrome-plated used. It shalt contain a factory-Installed brass, and stamped with the part number 6 4835 1 REMOTE PULL STATION 18 11961 1 OPERATION 4 MAINTENANCE MANUAL detection and actuation with fatal or remote regulator deadset at 100 trldge receiver by means of a pneumatic manual nr 4uo.tlon, Accessories shall be g psi (G90 kPa) with and flaw rating. The nozzle tip retainer and piston-type air cylinder, The valve shall r 1 57390 1 CARTRIDGE (DOU5L.E R-102) 19 21982 1 R-102 OWNERS MANUAL an Internal relier' of approximately 130-150 body shall be chrume-plated brass, The available for mechanical or electrical sl (896-1034 kPo>, In the 'armed' hall be bras- with stainless have resilient seating with an alum!num 8 56933 4 DUCT NOZZLE 20 - 12 3/a' x 90 CHROME ELBOW gas 1. shut-cff applications. P pose- nozzle strainer cs PP . tion, the main spring force to the puncture 50 mesh screen. Each nozzle tip shalt be body and stalnles_ steel Internal parts, It 9 56932 4 PLENUM NOZZLE 21 355 I PULL STATION GAGE pin piston shall be 150 lb, (68 kg), The covered by a protective blow-off cap. shall be a two valve requiring 4-15 lb. 10 56935 6 APPLIANCE NOZZLE The system shall have fire suppression t a- mechanism shall have a visual Indicator of (1.8-6,8 kg) of pull force to trip, The valve r 22 835 1 HEISER/ANSUL RESET RELAY pabillties for the following restaurant ha.- the cocked or fired condition without hav- Detection System - The regulated release (3/4 to 2 In,) shall have an external visual V 11 11411 14 SLOW-OFF CAP (RING TY-PE) 23 - 2 3/a' QUICKgEAL ADAPTER and areasi ventilating structures Including Ing to open the enclosure, mechanism shall be compatible with a fusible Indicator of the closed or oper, position, 12 56831 4 SERIES DETECTOR ASSEMBLY , 3 , hoods, ducts, plenums, and filters) deep-fot 24 - 2 18 LENGTH /a CHROME TUBE link detection system. fryers) griddles and range tops) upright, The regulated release mechanism shall Electric Gas Line Shut-Off Valve -- A UL �- natural charr_.oal, or chain-type brollers) have the following actuation capablllttes� The fusible link shall be selected and In- listed, electric gas valve shall be provided electric, lava rock, mesquite or gas-radlant automatic acutation by a fusible link detec- stalled according to the operating tempera- when an electrical means of gas line shut- char "broilers, tion system) remote manual actuation by a ture In the ventilating system, The fusible off Is required for Indoor applications. The Z mechanical pull stations local manual actu-- Links shalt be rated as followsi gas valve shall Incorporate an electric U1 A system owner's manual shall be avail- ation by a push button located at the front snap-action switch and a manual reset re- 0 To able contal^Ing basic Information pertaining of the release mechanism enclosure. Use Where lay with, Its electric circuit for 110 VAC, Q G to system operation. A detailed technical Fusible Link Operating Temperature 50/60 Pz or 24 VAC, 50/60 Hz, In 24 VAC L1 manual shall be available including system Temperature Rating Does Not Exceed applications, a transformer with the ap- The regulated release mechanism shall NOZZLE AiMiNG POINTS-TT-P - 1 description, design, Installation, recharge, g ro riate voltage rating shall be provided. 8 SEE MOUNTING DETAIL *- contain a release assembly, regulator, ex- P P 9 9 EXHAUST DUCTS and maintenance procedures, plus acces- 135 F (57 C) 70 F (21 C) The as valve shall be constructed of alu- pellant gas hose, and one 3 gallon agent g \ U sory installation and reset instructions, 165 F (74 C) 100 F (38 C) minum with an operating temperature range of r s tank housed In a stainless steel enclosure P 9 P 9 with cover. The enclosure shall contain 212 F (100 C) 150 F (66 C) 32 F to 120 F (0 C to 49 C). " S The manufacturer shall provide services 280 F (130 C> 225 F (107 C) — - - --=-- - — -- — --- --_— -___ - _ knock-outs for 1/2 through in, r_ondult, The cover o --"— ------- - ""- -- rou h a network of authorized distrl- 360 F <182 C) 290 F (143 C) \ g shall contain openings for the push button Electric Switch - A UL listed, eiectric butors. 450 F (232 � z and visual Indicator. C) 360 F (182 C) snap-action switch shall be provided to 500 F (260 C) 400 F (204 C> shut off electrical power to appliances, or o �' ' ° o _ — "-- - System Equipment The regulated release mechanism shall be The fusible link shall be supported b a de- to activate electrically-operated devices. a i~ > compatible with mechanical as line shut- Y Depending on the application, the switch Agent -- The extinguishing a ent shall be P g tector bracket/linkage assembly, The de t2c- shall be either sin le- ole, off devices) or, when equipped with a field for bracket shall be 16 a, cold-rolled double-throw) or four- ole, a $ N �c I� � � t 9 9 double-throw) / • a potassium carbonate, potassium acetate- g double pole, p based formulation designed for flame stainless steel. The detector linkage shall m o a double throw, The switch shall have a rr t- u i - I knockdown and securement of grease- l be 20 ga. cold-rolled stainless stee.L a oa 9 or factory-Instal ed solenoid and switch, It Ing of 15 amps, 1/3 hp, i25 or 250 VAC related fires. It shall be avollable In plastic shall be compatible with electric gas line or with 5 amps at 125 VAC 'L,' 1/2 amp at J) I containers with Instructions for Liquid agent pp , The detector bracket/Linkage assembly P y v; m o y 9 appliance shut-off devices, y 125 VDC or 1/4 am at 250 VDC, 4 relay � W Nji handling and usage, shall have provisions for connecting 1/2 In. fA 0 g 9 shall be supplied if the equipment load ex- 0 0 Z bw _ rigid or EMT thin-wall conduit, and 1/16 In. ceeds the rated capacity of the switch. � �$ 4 � �' � —� — Regulated Actuator - When more than two (1.6 mm) diameter flexible stainless steel 11 Agent Tank - When the agent tank Is Installed � x � .. 19y2 21 22 23 2 21 2 2 In an enclosure, it shall be deep drawn agent tanks are required, the regulated rope, Changes In the direction of the con- Pressure Switch - A UL listed, (24 - - - - - carbon steel finished In red enamel, actuators) shall be available to provide ex- duct and steel rope shall be accomplished H u L — — — — — — — — - — -- -- — — — pellant gas for additional tank(s). It shalt be with die cast aluminum alloy, 90 pulley pneumatically-operated switch shalt be�no H When the tank Is Installed in the bracket, it Y provided to shut off electrical power to ap- shall be either chrome-plated carbon steel connected to the cartridge receiver outlet etbows, pliances, or to activate electrically-operated a of the regulated release mechanism provid- or stainless steel. The carbon steel tank devices. The switch shalt be connected to x r In simultaneous agent discharge, It shall Accessory C^ul tent ., •- m o� o shall be hydrostatically tested at Intervals g g g P the release mechanism cartridge receiver contain a regulated actuator deadset at 100 g u r p� utilizing 1/8 In, copper tubing and fittings, s s X -J � oa not to exceed 12 years) the stainless steel psi (690 kPa) with an Internal relief of ap-- The following accessory equipment shall be Depending on the application, ., s `' 7 � � roxlt"atel 130 to 150 sl (896 to 1034 avallable, and shall be compatible with the the switch s a tank shall be r�ydrostatically tested at Inter- P Y P P shall be single-pale, double-throw or I o z u vols not to exceed 5 ears, liquid agent restaurant fire suppression double-throw, The switch shall y N y The regulated actuator assembly shall con- system, double-pole, have a rating of 20 amps - 125 250 or 2 u The tank shall have a capacity of 3 al, tlan a i^egulated actuator, regulator, expel- � � f _ i P y g )ant gas hose, and one 3 gallon agent tank Remote Manual Pull Station - Ir the 480 VAC with 10 amps at 125 VAC 'L,' 1 r s o (690 with a working pressure of 1p psi housed In a stainless steel enclosure with 125 V VAC, 1/4 a 30 VAC) 1/2 amp at A I <690 kPa), a test pressure of 300 psi (2069 release mechanism Is not accessible for• cover. The enclosure shall r_�i;+Sin knock- 125 VDC) or 1/4 amp at 250 VDC, A relay kPa), and a minimum of burst pressure of 600 manual actuation, a remote manual pull shall be supplied if the equipment load ex- psi (4137 kPa). outs to permit Installation of expeliant gas station shall be provided as the primary line, means of manual actuation. The pull sta ceeds the rated capacity of the switch. - The tank shall Include an adaptor/tube as- tion shall be -the break-rod type, and shall sembly, The adaptor shall be chrome-plated Tank/Bracket A sembly - The be connected to the release mechanism tank/bracket ssembly shall contain a tri lb means of a 1/16 In. (1.6 mm) steel with n 1/4-18 NPT female Inlet P Pver Y and a 1/2-14 NPT male outlet. The pick-up chrome-plated, welded steel bracket and a diameter stainless steel rope and 1/2 In. tube shall be carbon steel - 1/2 in. ❑.D. 3 gallon agen tank. The bracket shall be conduit. The pull station shall be located by ,028 wall. A vent plug shall be Integral provided to 6ount the agent tank In a mini- at a distance of not more than 125 ft, (38 m) to the adaptor. mum amount df space. The tank shall be from the release mechanism. The mounting secured with hinged bracket bands, height of the pull station shall be in accord- ance with the authority having ,jurisdiction 28'-0 - -c am CEILING- HOOD EiLiNGHOOD WALL O o 21 EXHAUST DUCT 21'-8' -- - HOOD — u I �-�—�- - — __- - F i L TERS -- -- _- © B A E /I-1 1 412; ACCESSIBLE PANEL1 � (2_ODOU5LE CHROME ELBOW , 0 �/2' 4 DETAIL2 3 FRYER HOOD-� WALL - E REQUIRED I , NOZZEL WHER Y CO 2 3 1 '� - --- RED B DE 1 NEE T 10 -- — oILJ cialffflJ - a i 000 000 - - ® a ° -- HOT � I -- - 17 --- _ -- - _ II -- 110 VAC( ! — 'A' PHASE NEUTRAL FROM ONE PANEL ONLY -- - \ Wk f TE FROM SAME (WHITE WIRE) PANEL PP-2 NEUTRAL 3 PANEL PP-2 SHUNT TRIP OF MAIN BREAKERS �4 C-07), 0 F-1i F=�*R—R C) f I GAS VALVE AS NEUTRALfFLPP11�1— M 0 7 S f C) I --- � l�' 7 1 0 I '� - --� --7 (BLACK, WIRE) I 1 � I CTE & ; Q� L "i2 AWG-TW-CU , (o WIr- EPO BUTTON AS MAN'F ---- 0 INSTALLATION OF THE ANSUL R-102 SYSTEM MUST BE PERFORMED By A i"1,CTORY TRAINED ANSUL _ - 20 AMP FUSE - BY 'ALLEN 5RADLEY' --- - TECHNICiAN AND SHALL BE IN ACCORDANCE WiTH NFPA, UL, STATE, LOCAL AND MANUFACTURERS _- _ OF C.B. �� .- � RED FLUSH TYPE CODES AND REGULATIONS. MOUNTED SEE PLANS FOR LOCATION NO C NC IN PANEL PF-2 2) PIPING; TO BE SCHEDULE 40 SLAG IRON 3/8' (CHROME EXPOSED) � 1 � ---- - __._ .__ � AHEAD OF- 3) F3) PIPE FITTINGS TO BE 1500 CLASS BLACK 3/8 (CHROME EXPOSED) � 0 EPO CONTACTS MAiN 5REAK RS MICROSlU1TCH FLOW .�, �WiTCH 4) GAS VALVE WILL BE SUPPLIED 5Y FiRE PROTECTION CONTRACTOR AND i1`�STALLATION SY BLACK % RED FROM Hoop FiRE PROTECTION PLUMBING CONTRACTOR - - _. �--- SYSTEM ANSUL RESET RELAY 5) ALL WIRING 18 BY ELECTRICAL CONTRACTOR t O _ _ C'HEISER' MAY BE SUBSTITUTED) E�.ari, , hlOcr f UJ f f 1�1 f o4 Fr. 1%1 m4 OF -4 t:, s�..... + r .RiQ}.. /lin,.r,an++ .,.r+.nA7 •R +A14�M1wwY/ti./rrwlF.l% +tr'1•^ - tt.a . ._,r ,.:.°,..�i.11•M1,(Yw.R7Wr ....:.�, .w•--...... .....v..w.bAA.►(ri��n,�4h«�.J6L+zw•,w/ ......... .. ,, ., 11� s,+..,._ t« - ._. .. .. - �4 ''f.^JY ..- .K.n 'e + ...._ r.. : d ....- ,., r.; :. - n,n � 1� `'YYYy irtlIYM.YFMNrI��M.•."". iMM1�A.�. ' I ,�IIli1►IIIIIIIrIII�lilililrlrlrlill�IllIiIIIIIIIIIIIIIIIIiillllllflllt►IIIiII Itill 1111111111 IIIIIIIIIIIIIIItIIIIIIIII+IIIIII�IIIIililllililililililil�I�lllillylilililllllilililllrlilrlrlr�l 1; - _ NOTE: I F TH IS M ICROF I LMED 1 2 3 4 — 5 6 7 — A 9 10 DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TU II TNF VJALITY OF THE ORIGINAL DRAWING, OF 62 8,7 Lz 92 SZ b2 Ez z2 IZ 0Z 61 81 L I 91 11 -- 1►1 61 21 11 01 6 0 L 9 5 b ---_e z I arra r �nl�ilulnn�uiiliin�niillnr�nnlniililullullnNlmrliinlnu�,nllun��nilnul1u1111ululllnuln1111i�llnulllulllllllllllllllllllllllllll111IIIIIII111Illll�; :IIIIIl11111I111111II1I1111>♦1iIII1111)11)nliullllnlilnlllnlllllllllllklWliIIIIIII�lIII1JUlIllIIIIIIlIII11IlWI A PR 11, 1991 V g � 'low f N OLDOUNT R YBUFFET �> AN� O q 1570 HEATING, VENTILATING AND AIR CONDITIONING SYSTEMS w A, SCOPE 1. The work under this section Inctudes performing all 0 1510/1610 GENERAL REQUIREMENiS the tabor and furnishing all materials and equipment _Z 1530 FIRE PROTECTION necessary for complete HVAC systems, including MVAC A. GENERAL 1610 ELECTRICAL MATERIALS AND METHODS equipment, ductwork, grilles, registers, refrigerant ►- a1 piping fo;• spilt systems, exhaust fang, flue vents, and w 1. The goons d any of the oeneral construction A. GENERAL_ AND SLOPE all temperature, humidity, etc, controls, A. SCOPE � Z 0 specifications and any reFerenced docum.�nts therein O a � shall he considered an Integral part of -this 1. The work under this tion of the sped;,catlons B. GENERAL. MATERIALS specification and shall govern. the mechanical and shall include furnishing ...1' tabor, materials and 1. The work for this project includes performing all C) the labor and furnishing all the materials and 0 0 Z cfl I electrical. construction Mori., equipment necessary to install n complete automatic 1, the attach all ductwork to the budding equipment necessary for the complete power and lighting w `vi � ui B. I.J."WINGS AND MEASUREMENTS sprinkler system in accordance with NFPA Std, No. 13 structure in a manner free from vibre.tion and swaying, co and 14, Insurance Services of Minnesota, and the Cit y g' systems, Alsu all conduit, wiring, connections and Q n Q. Ducts 36' wide or less shall have 1` galy, strip checkout is e t W tui. y 1. The arawhgs are not intended to be scaled or, used of T 1�A�p r'7 R Mnterinls shall ndude alt 1540 PLUMBING required on all mechanical contractor, w .. ,n hangers on 4 feet centers, Ducts over 36 wide shall fur furnished equipment including 'the solid state z w 0 co for shop drawings. Refer to architectural drawing and pipe, fittings, sp•-inklers, valves, controls, alarms, be supported by trapeze hangers of angle bottom and temperature control system. Z t N kitchen equipment supplier drawings for proper rough--in hangers and any other supplemental Items necessary to drop rods on 4 feet centers, Provide sleeves for all Z O o v dMmer,5lons. complete the system to accordance with these A. SC❑PE duct passing thru walls, partitions, floors, etc. All B. IDENTIFICATION AND LABELING w :+7 a: N C. DEFINITIONS specifications and as shown on the drawings, + hangers and sleeves must be compatible with and riot 1, The work under his section Includes performing all crush insulation. 1. The 'owner' or 'own.' shall be an authorized P. The Fire Protection Contractor shall assume full the labor and furnishing all materials and equipment 1. Alt switches, circuit protecting devices, control representative of Old Country Buffet. 'Rep,' shall be responsibility for system details to meet requirements necessary for the complete plumbing system Including stations and panels shall Lae clearly, legibly and r s o the engineer, architect or others acting in the of the aforementioned organizations and standards, domestic water pipe, sanitary sewer piping, special C. SHEET METAL WORK permanently labeled to Identify source of power or ;,' �' � � � � S ;: � Interests of Old Country Buffet, 'Provide' means to Prior to Installation, working drawings shall be druins, and fuel gas piping, branch circuit number and equipment controlled or c u I furnish and Install. 1, Ductwork shalt be manufactured of tight coat circuit protected. This Includes ever circuit breaker C� approved by the organizations stated above, and two g P Y •• m' copies of approved drawings shall be submitted to the B, GENERAL MATERIALS galvanized guaranteed to double seam without fracture, In panels or sub-panels where directories are to be D. EXAMINATION OF SITE AND DOCUMENTS w a a n� UA Lngineer and Fire Marshal. designed for low pressure application. Ducts iarger typed• o 1, CnrefuU examine all contract documents and 1. Provide unions at all locations necessary to than 18' shad have cross-breaks, Round branch duct c inspect they site to form a clear understanding of the B. INTENT OF' DRAWINGS AND SPECIFICATIONS disconnect for repairs and dielectric_ unions wherever connections to mains shall be made with spin-In-conical C, MOUNTING c ,� k > entre pro ject, Nate that some drawings are dissimilar metals are connected, Use pipe sleeves when take-off with Integral volume damper and quadrant �' i c', a ► reproductions from originals and all 1. The Intent of these drawings and speciflcotlons Is passing through any general construction. Support all operator and extractor air scoop. Exhaust air, reteaLse 1. All electrical disconnects, panels or equipment are dimensions/conditions must be verified by contractor. to provide an automatic sprinkler system and Hinton pipes at u maximum spacing of 10 Feet with 3/6 rod for air and air Intake ducts shall be equipped wito 2' seep to be fastened to a previously Installed 3/4 BD u u No extras will be allowed for oversights. system in accordance with the above mentioned up to 2' pipe and 1/2' rod for up to 3-1/2' pipe or pans soldered absolutely watertight. All ductwork plywood gray painted backing board, o � a �� organizations. It shalt be the contractor's responsibility multiple pipe. Rods shall be attached to building exposed to the weather shall be double wall insulated. � �� , E. SITE WORK to provide a layout of head locations and Install piping structure. Use proper saddles for Insulated pipe. Canvas connections are required at each air handling D. WIRING DEVICES to conform with building obstructions while maintaining unit, Sizes Indicated on drawing are Inside N o z 1. Remove existing construction as required to grin spacing preserving head coon without an 2. Provide full port specification grade boll valves dimensions. Use 1' 2#/r.F. density fiberglass liner on 1. All switches and receptacles are to be fl ~ a complete the project, Protect all existing sprinkler s acn ana g y � construction Indicated to remain. Dispose of all additional cost. on all domestic water pipe unless indicated otherwise, all rectangular duct and 1' 2#/C,F, duct wrap on round specification grade 20 ampere and Ivory color unless i , debris and waste mr,teriat off the site, Salvageable Valves shall be provided at all Ioints r-cquiring flow branch runs, A maximum of 6 feet of Insulated flexible approved otherwise. Covers are to be stainless steel material, equipment, etc. shall be delivered to owner control Isolation for Inspection, or maintennace and duct is allowed on each branch run. Exterior outlets shall be weatherproof with on site. C. SPRINKLERS repair on each piece of equipment, lockable gasketed hinged access and shall have ground o J H D. ACCESS PANELS fault protection, Mount switches at 4 feet, c c M m F. MATERIALS receptacles at 18 Inches. Thermostats at 5 feet, �, a , 1, Sprinkler heads installed In areas which have C. TEST AND BALANCE_ boxes as shown and all others as Indica ted onhone ,�- suspended ceilings shalt be pendent chrome or brass 1. Provide access panels at all fire dampers, telephone E~ 1, All materials and equipment shall be new and the heads where indicated with GuyJDm finish flat-type motorized volume dam ens, control equipment or other drawings or approved b own./rep.re Mount electrical boxes best salted for the purpose intended unless o 1, �tl syste>1s shall be tested as required by codes Pg PP Y p• z s ° �• .. °� '" �' p approved escutcheon plates. All heads shall be semi-recess.d. u < and with proper instruments to Insure thatproper equipment to permit easy Inspection and maintenance, in toed wall locations 1/4 Ir., from wall to facilitate a i Er otherwise by owner, architect or engineer (own,/rep.) c ust ow. T >h s h0,II ►.e b. r r eel v+�. o r p p Panels shall be located on bottom or sides of duct such flush final Installation r Lq in witting, Ivy{I�,r 1 o I.'• - v w�f� ocw'�'t'•vt g w;'t-t, owv.e:✓, quantities of water are distributed a s indicated on the � - q that maintenance can be performed. Panels shall be set drawings. Sanitary sewer and vent shall hold S � 9 Y psi for p v�iQZN ~� ` � G. 3UBSTITUTI❑ND, INSPECTORS TEST CONNECTION 15 min, with no drop, Domestic water pipe shall be In rigid frame with closed-cell soft gasket, double T u wall Insulated and complete with two latches for doors E. WT AND CABLE: z � a � i` leak-free at 100 psi, Gas pipe shall hold 15 psi for P Iwo .. s o f 1. Where material or equipment is followed by the 1. Provide Inspectors test connection In accordance 15 min. with no drop, Provide written test data to up to 18' X 18' and four latches for larger doors, words or approved equal, contractor must submit all with Section 3-8,1 of NEPA standard No, 13. owner, 1. All standard voltage wiring for secondary distribution and brunch circuits shall be copper necessary technical Information and receive a written approval from own./rep. for approval of these changes. ESPRINKLER SYSTEM PIPE AND FITTINGS E, FIRE DAMPERS conductors Insulated for 600 volts Type THHN or THWN , If the words 'or equal' are userk no review is required Insulation for sizes up to 6 gauge and Type THW for but contractor is responsible for providing proper 1. Furnish and Install curtain-t a fire dampers where over 6 gauge. Sizes larger than 8 gauge shall be substitutions, 1. Piping for sprinkler system shall conform to D. INSULATION YP P g g g g � � d sL paragraph 3-1,1 of NFPA Standard No. 13 and shall be Indicated on the drawings, Dumpers shall be soled stranded conductor, Wire shall be color coded with the �c�, steel, curtain-type, corroston-resistant, galvanized same colors throughout, Recommended colors are 208/120 cy tv Q Fl. GOVERNING CODES 1. Provide insulation on all plumbing systems unless n designed using hydraulic design methods, See plans for p g y steel blades, In open position, blades shall stack V. Phase A - black, Phase B - red, Phase C - blue, o Z additional nates, otherwise shown L ,' approved except fuel gas, All s 1. All work shall be executed in accordance with compactly for minimal air resistance and be held in Neutral - white, and Ground - green, Minimum wire size es ; 4r current and applicable federal, state and municipal Insulation shall have fere and smoke hazard rating not place by a fusible link rated at 160 degrees F. for branch circuits shall be 12 gauge and Increased to "'�� ?� `� PSV codes standards, statutea or requirements of F, HANGERS exceeding a flame spread of 25 and smoke development of 10 gauge for runs over 75 feet, Equivalent c aril authorized approval agencies Dampers shall bear UL. label meet NFPA requirements, 9 9 q aP y r 50. Cold surface Insulation shall have a vapor barrier � dj �s ,Jacket. Insulation shall be Johns-Manville, Owers and be approved toy local codes. Dampers shall be so aluminum conductors are allowed for a gauge or larger J� 1, All piping shall be rigidly supported, using Installed as to stay In p;ac � at the protected opening, with use of approved connectors, I. PERMITS/LICENSES Corning or equal, Domestic water Alpe shall be 1" approved type hangers conforming with NFPA Standard No. even though the duct may become disrupted during thick, .22 average conductivity, and covered wtLh vapor fire, by the use of a steel sleeve and perimeter aa 1. All fees, permits, licenses, etc, necessary to 13' barrier, angles c on both sides of the opening, Dampers shall not be F. CONDl11T complete the work shall be paid for by this contractor, G, SYSTEM TEST E. SANITARY DRAINAGE supported by ductwork, The connecting ducts shall not L Conduit in hol ow brick or mosorr•y, above suspended J. CORRELATION OF WORK be continuous, but shall be terminated at the fire cert, in stud watt, or, exposed on the surface .shall 1. System piping shall be tested In accordance with 1. The sanitary waste and vent shall be either no-hub damper sleeves. Connection between fire damper sleeves be thin wall galvanized electrical metallic tubing L This contractor shall correlate and organize his Section 1-13.3 of NFPA Standard No, 13, The Engineer cast Iron soil pipe, hard temper copper or ABS/PVC DWV and ducts shall be by 'S' type or other approved slip (E'M0> Knimum size is 1/2' trade size. All conduit wc'rk with the work of all other contractors Involved In and Li-cal Fire Dept, shall be notified In advance of Sch. 40 plastic pipe, all with compatible fittings, points. Sleeve gauge may not be less the.n listed for roust be concealird except In Mechanical Room or the project and avoid Interferences between his this test(s), duct gauges in the S►IACNA Fire damper guide. otherwise shown or approved, components and those of others, Ir confUcts pipe occur, Pitch drain at 1/4 Inch per foot. All exposed the I own./re shall be notified Immediately to avoid cleanouts shall be chromium plated In walls and nickel 2. Conduit In oared concrete slabs,p' ) H. VALVES p poured concrete extra costs. Work schedules are subject to apprr.vii bronze covers on floor. Floor, drains to be equal to F, CLEANING walls or buried 'n earth shall be standard weight rigid by the owners project superintendent, Josam 300AJ, galvanized steel or Schedule 80 PVC plastic with K., EXCAVATING AND BACKFILLING 1, Check valvesi Furnish and Install UL approved approved fittirgs, check valves where shown on the drawings or, where 1, As -the system of ductwork supplying air to the 1. This contractor shall do all excavation and required. F. DOMESTIC WATER SYSTEM building is put Into service in whole or in part, G, FUSES backfllUng required to complete his work, All pipes, extreme precautions are to be taken to prevent dust- 1, Provide fuses equal to Bussman T ducts, conduits, etc. shall have uniform bearing on a, 1. Domestic water pipe shall be Type 'M' copper for laden air from been discharged Into areas served, q Ty LPN for up to g Gate valves, Furnish and Install UL approved YP , PP g g 250 VAC and i ype LPS for 250 to 600 VAC. Furnish three sand or gravel free from debris, Test all Inside building obove grade and Type K for Thoroughly vacuum clean each .section before turning It size used. installations before bnckfllllnng. Fell shalt be indicating type gate valves where shown on the drawings spore fuses Por each type and � 1 or where required, underground, No hot or cold water, piping shalt be over to service, Replace all fitters after all dampened or tamped In 6 layers to assure a proper concealed In outside watts Install water hammer construction is completed, H. MOTOR STARTERS AND SWITCHES foal finish level, Any damage roused settling will I. ADDITIONAL REQUIREMENTS arresters at each group of plumbing fixtures. The 1, Provide magnetic motor starters as required or be repaired by this contractor. All open pets e system sae disinfected when finished with n trenches shot! be protected as required to prevent entirtshall bdft vent noted on the drawings of the combination FVNR type for accidents, 1. S rinkler heaas Installed in la 50 part per million chiorine solution for 24 hours, G. HEATING AND VENTILATION UNITS g poles, NEMA size, etc. p y-In ceiling must the correct voltage, number of have the heads centered In the tile within one Inch, Each starter shall have fusible disconnect, reset-table L. SERVICE INSTRUCTIONS The contractor shall assure that this ceiling plan Is G. FUEL GAS PIPE 1. Furnish and install Trane, or equal gas heat: electric_ overload relays with properly sized heater elements, o correct and all heads shall be located as shown unless cooling units evaporative r_orls, --efrigerent pipe economizers minimum of 2 no, aux. contracts and fused control 1, This contractor shall, at the end of the project' approval to relocate Is obtained from owner or 1, Fuel gas piping shall be welded: Schedule 40 black and condensing unit as shown on the drawings, These urvts transformer, familiarize the owners personnel in the operation, (neer, steel for underground, outside or In concealed space shall have capacity and size as scheduled on the drawings, en maintenance and servicing of equipment installed and g Furnish unrt complete with filters, remote heating/cooling provide the owner with a set of operating and servicing Inside building, Pipe exposed tc exterior or high p P- ►i 9 sensors Honeywell >rT7300/Q7300A1018 central control panel, Instructions In duplicate complete with. available 2. Sprinkler drawings Host be submitted for approvamoisture shall be coated with X-Tru, Inside accessible l noel enthalpy controlled economizer on all units Cher or ��'`,`J • technical equipment literature, and must Indicate acoustical the and ceiling layouts pipe shall be standard weight black steel with existing) and fresh a►- motorized dampers. Wire L.E.D. light I. SERVICE AND DISTRIBUTION to verify that this requirement Is being met, malleable fittings to 2' and welded for larger. to sab-bases as required. M. CUTTINGti, PATCHING AND RESURFACING Provide complete fuel gas system from Utdltles- 1. The U.144208Y:120 volt, three phase, four wire 3. All piping shall be concealed and shall drain back Installed meter to all pieces of equipment complete electrical system shall be utilized for this project, ]. This contractor is responsible for alt cutting, to main or have separate drains. with gas cocks, Provide all required tabor and materials for the drilling, altering, patching or resurfacing necessary H. EXHAUST FANS extension of this service as shown on the drawings or to complete his work. Any surface which Is disturbed 4: Use bronze/4old heJS/"p$ for Type #1 celingr eibi„� sjr„e,. ha as required. In any way by this contractor shall be repaired and for l ype #2 c@ling - See architectural drawings, T H. FIXTURES 1, Furnish and install Ammerman, Pace, refinished to match the original, groan, or 2. New panelboards and/or load centers shall be equal I 5 1, Plumbing fixtures shall he equal to that shown on equal, exhaust fans as scheduled on the drawings, to Square 'D' NQ❑ or QO, complete with breakers where N. GUARANTEE , This contractor shall mn.ce all ccAing cuts for sprinkler heads. drawing. All water supplies -0 fixtures shall have Furnish these units complete with accessories as Indicated, Electrical loads shall be balanced between or shown and interlock with HVAC units,required 1. This r_ontractor shall guarantee all work Installed shut-off valves or stops aha all fixtures shall bar q phase conductors having a common neutral and between `---- by hire aga!nst any defects In material or workmanship installed complete with strainers, stops and 'P' single phase loads In all panels. Additional grounds for a period of one year after date of Final acceptance traps where required, Use+ wall Mounted water clshalt be provided where shown for isolation circuits. J, p,1JSl�tl. closets shalt BALANCING OF SYSTEM - Y eaaJNEA by the own./rep. at no extra expense to the owner, SYSTEM •i back-to-back Installations onl , 6 y. J. LIGHTING O, ELECTRICAL/ME CHAN]CAL CORRELATION 1, Provide a complete h 31611lL. Fire extinguishing 1. The HVAC Contractor shall operate all of the fans �- and adjust the air volume at all grilles and registers 1. This contractor shall install all system designed to provide total flooding of the kitchen � g g 1. The electrical contractor will provide a branch hood. Thls system shalt be a::tiva ted by the fire morn as on the drlighting fixtures as listed In the sc:hedule(s) M the nwings or as otherwise directed by the circuit for each item shown on the a;a,h, or elpc. Engineer to obt(Aln satisfactory operating conditions, construction documents. All ft�ctures shall be documents. This branch circuit will Inc,-Ade n systeh and detectors shown on the elan which shall be Installed complete with correct 'tamps. Furnish three disconnect Ingmar, with protection and connection to the compatible with lino Av.Ku,J system. The mextra lamps of all sizes and types except H.I,D. tamps.aw) tanks shall 2. In the presence of the Engineer, or his authorized equipment at two points. The mechanical contractor be located on the cooldnFluorescent and HID fixtures shall be furnished with g wall with ate piping concealed In representative, this Contractor shall test the various shall provide the point of termination for each item of the wall or above -the hood ductwork where possiAe. high power factor ballasts wl s sound rating of 'it air systems at his own expense with proper Instruments where available, Fluorescent ballasts shall be raped equipment. This contractor shall provide 2' electric gas valve to to insure that the proper quantities of olr being start CBM certified, Mount ate fixtures securely to 2, The mechanical contractor shall furnish and mount be installed by others. �.�CC ,rjrraa( C�rw,,Jiv�q R,� handled by each system Is In accordance with -the the building structure, P^ovlde fixtures as >hown on �---�' electrical motors required For the mechanical equipment drawings and specifications, The Contractor shalt In the drawings. specified and wdl furnish all required starters, the progress of these tests, make up and submit for the 2 This contractor shalt make all _ening cuts for the controllers, switches, etc. for the electrical Engwwar's approval a tabulation showing test and light fixtures. contractor to install, The electrical contractor Is adjusted results of air►• flow through each register, responsible for final test and trouble shooting, grilles and diffuser, K. TELEPHONF AND DATA COMMUNICAIJON SYSTEMS J. FLUE VENT DUCTWORK 1. Syetem for installation of telephone %vstp.m and nter-connecting data systems. Provide empty 1/2' 1, Provide Metalbestos or equal flue gas vent, pipe to cor AA-t stub from each telephone outlet box to ceiling f�J;3 • t`�0. `�Gh PERMIT 1\10S. B I.J F'9 tri t"i 1 fa_�,, I+I.J F' >'r.:i e_i shwa, Pro vide ply becdmoard for telephone 1 / •� all pieces of gas-f�eo ey:eminent, such as the water OF. 4 �- } eitNpwemt and an mated prowid receptwcie. ' re s ec iill heaters, P'rovlde cot+�ibustoai air duce•ark to lino sone P equipment us required +°1e+tin c.l ��•f�hn •�Pac il.c.o on D lP'AUJi,^&6 Al4 ' hiil I .I l ( i (I1111lilill Ill ill fel Ill Ili III Irl Irl Irl Irl 1;1 Ill 111 Ill Irl III li Ili ill Illrrl ill Ili 111 Ill Ili ill III 111 r11 III ill Ili rII ill Ili Ili i11 i1i rII ill t r y ,�, i ► lill 1 2 1 1 1 3 NOTE: IF THIS MICROFILMED �^ .�.:.:.._ ( 4 _____. 5 6 7 ® 9 r j DRAWM IS LE3S CLEAR THAN T1115 NOT h2, IT IS Del@ TO THF QUALITY OF THE ORIGINAL DRAW I NG. - rJF 62 92 a 9? SZ fZ F2 ZZ IZ 02 61 91 LI 91 of 11,I EI ZI tl 01 -6 9 L 9 S b E Z 11'6" -yr nr!llnnllnllniillUilliillilulnillin►Itinllni{Inillculnnlluiliraluni11U11nIIIII11tiIIIIIIIIIIIIIII111l1illitll�IIIIII1111111111111111111111J111111111111111111111111111611Ili11111UiliiiijilijlimloillllUlill11 ,111nlnnlrwllNHllu�lullitlllllll111uI1I11111111t1I1 .APRIL 1991 N-1 � S _ ,.. .,. :,,. .... . .... ... _. ., .. , • •. . ' , . .. . , .,,. .^rY .--:" ,-.. ,. ii ns :,n :�. ,.wlwPlMllF..,..:.` cxlw,.aw... - r •.- .., •.,•, V. • 1'.. • Ln ea 00 a E UIPMENT SCHEDULE NOTES ABBREVIATIONS CONSTRUCTION NOTES SEE DRWGS � � � � r� V NOTE 01: IHP SCRAPPER PUMP MOTOR, 2HP WASH PUMP MOTOR A AMPERES ELECTRICAL CONSTRUCTION NOTES:CONVEYERIMOTOR 4 CONTROL CIRCUIT W/115 VOLT AMP AMPERES PC-12 GAS METER BY LOCAL UTILITIES. INCLUDE ALL TRANSFORMER. ALL PRE-WIRED AT THE FACTORY. BTU BRITISH THERMAL UNIT CONNECTION COSTS IN 510. u DIRECT WIRE DISHWASHER W/ SEAL TIGHT. CW COLD WATER EC-I DOOR SWITCH - CONNECT TO 3PFAKER. z DW DIRECT WIRE PC-13 PROVIDE GAS PIPE TO ALL ROOF MOUNTED LOCA7rVE5T15ULE DOOR SWITCH UNDER PAY LIMIT SWITCH SUPPLIED AND INSTALLED 13Y OWNER, EC TO HVAC UNITS. PHONE UN I T. PROVIDE FINAL. CONNECTION OF Limrr SWITCH. EC ELECTRICAL CONTRACTOR ECN ELECTRICAL CONSTRUCTION NOTES (POWER) PC-14 CONNECT TO 2' (MIN. 50 PSI) WATER SERVICE EC-2 AIR DOOR AND M!CRO-SWITCH OPERATOR Z - 0) 4) 0 NOTE *2: NONE ESN EQU:PMENT SCHEDULE NOTES 0 (D PO FLOOR DRAIN BY I-ANDLOSV. 'VERIFY L.00ATION. PROVIDE FURNISHED BY OC15 BUT INSTA-LLED COMPLETE 0 LO c Z GAL. GALLONS REDUCER TO A55URE 60 !051 MAX. F REOV. BY ELEC. CONT'R. I Lu HORZ. HORIZONTAL EC-3 PROVIDE 24-HOUR TIMECLOCK AND CONNECT 121j: � � (? a- I HORS, EPOWER PC-15 WELDING OR DRILLING OF 5TRIJCTURAL w w - Ln CA Go NOTE '5: CORD: FURNISHED WITH UNIT. HP MEMBERS 15 NOT ALLOWED. TO CIRCULATION PUMP. Zz ON HVAC HEATING, VENTILATING AND AIR CONDITIONING Z . CORD CAP: UNIT FURNISHED WITH A 3 WIRE CORD CAP, NEMA 6-20P . 0 0 0 fl- Ka KILOWATT EC-4 ELECTRICAL CONTRACTOR TO PROVIDE z 00 RECEPTACLE: 2 EA - 20 AMP, IF RECEPTACLE, NEMA 6-20R. L59 POUNDS PC-16 ALL MECHANICAL/ELECTRICAL CONNECTIONS CONDUIT AND BOXES FOR HVAC CONTROLS IN uj m a: kn LGN LIGHTING CONSTRUCTION NOTES (PIPE/COND.) TO BE INSIDE CURBS OFFICE AND REMOTE SENSORS. ALL WIRING BY LF LIGHTING PANEL (PEDESTALS). COLD WATER CAPPED OFF TO ELECTRICAL C,01`17RACTOR - FINAL CONNED- H V) M5H 1000;8 BTU'S F`E BUFT AND DESERT LINES. TIONS BY HVAC CONTRACTOR - VERIFY OFFICE CORD:04: COD- b'-0, 9/3 5J/50 CORD. CORD CAP- 2 POLE, 3 WIRE ANGLE CORD GAP. NEMA (2-50F. mc MECHANICAL CONTRACTOR (HVAC) LOCATION ON ARCHITECTURAL DRAWINGS. Irk, 16- PC-11 SEE MEC44MICAL DETAIL DRAWING FOR PIPING Hu RECEPTACLE: 50 AMP, IF RECEPTACLE SPOR. MCN MECHANICAL CONSTRUCTION NOTES (HVAC) t 4. w A mt � NEMA ( IN MECHANICAL ROOM. = wln - 0 t1*`lFG MANUFACTURING EC-5 COMPUTER CABLE RECEPTACLE - PROVIDE 0 6 cu CONDUIT UP TO CEILING SPACE 4i O NOTE 45: PROVIDE 150PSI PRESSURE RELIEF VALVE (3/41) AND 3/4, COPPER NEMA NATIONAL ELECTRIC MANUFACTURER8 ASSOCIATION R:-_18 rpoRavlor. 4i+01-r-or-f. vm—ve5 p;r Pt-L bi i 1 C5 OLD COUNTRY BUFFET (SUPMETS INC) r PIPE TO DRAIN, (APPROX.) 5'-1' ELEVATION. rIU40-$ C;4p rQU%rMFOr IIIXL00IkXj EEC-& 145OLATED GROUND RECEPTACLE FOR o< co 0 PC PLUMBING CONTRACTOR 0or/cOLP Irpwev 00 5u Ff+_7_s;1 COMPUTER- PROVIDECONDUIT UP TO ul d PCN PLUMBING GONSTRUC'7710N NOTES CEILIW_s SPACE. 2 �� PD PEDESTAL DRAIN 40 in lei NOTE PROVIDE W-CIFFTACLES UNDER TRAY RAIL EACH SIDE OF THE L-n . t 6 - PPI POWER PANEL I �- tA h - MAIN 5LFFET LINE-SEE ELECTRICAL PLANS FOR LOCATION. EC-1 PROVIDE HOOD EXHAUST SYSTEM CONTROLS ifl � z 4 i PP2 POWER PANEL 2 COMPLETE BY ELECTRICAL CONTRACTOR � u fl � PP3 POWER PANEL 3 c F- mz LOCATE OVER PANEL IPP-2 (. PF4 POWCER PANEL 4 2 NOTE 01: INSTALL COMPLETE WITH ALL CONTROLS, INCLUDING RECD. RECEPTACLE MECHANICAL CP NOTES: H. CONSTRUCTION NQ H.V.A.C. EC-8 HI-VOLUME BUZZER SPEAKERAT CEILING .) �- U o o� m THER-IOSTAT,50LENOID AND TIMER TEMP. TEMPARATURE = cq - 3� MC-1 15' DIAMETER UP TO ET-". ON ROOF COMPLETE CA"IECT To DOOR SWITCH. �Ait.4 , V) x cx VERT. VERTICAL i Q c 0 NUMBER CONNECT TO DISHWASHER. SEE DETAIL. DarrOT- #er lc:>' e5l�icl,15pl u 4 316 � g 11, Z 39 ;C - - W NOTE #S- DEDICATED CIRCUIT, MOUNT RECEPTACLE HORIZC-NTAL. EC-9 INTERLOCK OWNER FURNISHED 1► - (MIT SWITCH " F- 0 DIAMETER MC-2 14- X W COMBUSTION AIR DUCT UP TO GOOSE WITH DIS14WASHER - COMPLETE BY gaztwu � MOUNT CABLE RECEPTACLE HORIZONTAL, PROVIDE CONDUIT a .1 1. " 9% 4 � n SQUARE FEET NECK ABOVE ROOF. VfictilM 'C>LXX- C>FS4DI"A5, ELECTRICAL CONTRACTOR- ,OMPUTER CA15LING. TO FINISH CEILING FOR C NT FU>InA * r—f-k 0 0(r Pft 0 10 E k)TO, VA"t' 2 6�1 r MC-3 TWO S" DIAMETER 1`1_ kr_ %7oc,-M I EC-10 STATS AND REMOTE SENSORS BY HVAC NOTE 4"3: DEDICATED CIRCUIT, MOUNT RECEPTACLE HORIZONTAL. UP TO CA?m3A5OVE ROOF WITH FLASHING ETC. CONT'R. FR'..)VIDE 1/21-80115 AWG. FROM STATS MOUNT CABLE RECEPTACLE HOR17JNTAL, PROVIDE CONDUIT COMPLETE. TO UNITS AND 1/2'-21M8 AWG. FROM STATS TO TO FINISH CEILING FOR COMPUTER CABLING. OUTLET AND SENSORS. USE 16 AUr-s FOR RUNS OVER 200 qL A. CABLE RECEPTACLE SHOULD BE MOUNTED 8' 4, TO it. MC-4 12' DIAMETER UP TO Er-04 ON ROOF WITH CURF3, ETC. COMilmLETE. cm U- EC-11 MOUNT THESE RECEPTACLES HORIZONTALLY AT 465' AF.F. AND TRIM COVERS AS REQUIRED. NOTE *10: CORD: UNIT FURNISHED WITH A 8FT CORD. MC-5 6' DIAMETER DUCT UP TO GOOSE NECK ON CORD CAP: UNIT FURNISHED WITH A 3 WIRE CORD CAP, NEMA 5-15P. ROOF WITH BACKDRAFT DAMPER. RECEPTACLE: 15 AMP, IF RECEPTACLE, NEMA 5-15R. EC-12 ROOFTOP HVAC UNIT - CONNECTED TO 'MDC'. MC-6 REMOTE SENSOR FOR HVAC- CONTROL.5 - PROVIDE GPI RECEPTACLE WHERE REQUIRED. NAL CONNECTIONS BY HVAC EC-13 CONDENSER ON ROOF FOR KITCHENEQUIPMENT. NOTE #11: "IDE COPPER PIPING FOR DRAIN AND FILL LINES. cONSTRUCTION N OTES FINAL - CONDUIT AND WIRING BY PROVIDE FUSED DISCONNECT ASD GFI ELECTRICAL CONTRACTOR - TYPICAL ALL RECEPTACLES WHERE REQUIRED. SYSTEMS - CENTRAL CONTROLS IN OFFICE - VERIFY LOCATION. EC-14 MAIN SWITCH AND DISTRIBUTION CENTER (MDC) NOTE 012: SEPERATE DRAIN/FILL ON CARVING STATION HOT PAN. PLUMBING CONS STRUCTION NOTES: MC-1 TYPE 'A' DIFFUSER - TYPICAL FOR SYSTEM MAY BE SINGLE UNIT. VERIFY CONDITILN PC-1 EXISTINGSANITARY SEWER - VERIFY ELEVATION SHOWN. WITH LANDLORD. AND LOCATION BEFORE START OF EC-15 PROVIDE ISOLATED GROUND RECEPTACLE AND NOTE 013: CORD: 6'-0, 8/4 SJ/60 CORD. CONSTRUCTION. MC-8 TYrE 'C' DIFFUSER MOUNTING BOARD FOR TELEPHONE EQUIPMENT. czf;v CAP: 3 POLE, 4 WIRE CORD CAP. NEMA 14-50P. FC-2 PROVIDE C'RCULATION PUMP FOR HOT WATER MC-5 TYPE V DIFFUSER RECEPTACLE: 50 AMP, IF RECEPTACLE, NEMA 14-5M RETURN Pl;�i. ' (- u: t Tft-A i on A ou "F_-5 MC-10 TYPE T-' DIFFUSER - TYPICAL FOR SYSTEM EC-lb FAY PHONE OUTLET - MOUNT AT 48' AFF. PC-3 ELECTRICAL VALVE INSTALLED BY PLUMBINGSHOWN. EC-11 PROVIDE JUNCTION BOX (WITH DISCONNECT WHERE REQUIRED) FOR SIGN (5) AS SHOWN. NOTE 014: C.01;v: *-0, 10/4 SJ/50 CORD. CONTRACTOR SUPPLIED 15Y FIRE SUIrRF 5610N CONNECT FOUR 15-AMP OR TWO 30-AMP CORD CAP: 3 POLE, 4 WIRE CORD CAP. NEMA 14-30P. CONTRACTOR. MC-11 VOLUME DAMPER ON ALL TAKEOFFS. CIRCUITS VIA PHOTOCELL AND 24-HOUR RECEPTACLE: 30 AMP, IF RECEPTACLE. NEMA 14-30R. PC-4 COMBINATION DRAIN/FILL LINE - COPPER MC-12 EF 01 AND 02 - TWO 14' X 14' DUCTS UP TO V X TIMECLOCK 10 eA_F�.fziooM . REQUIRED. 18' DUCT UP TO EXHAUST FA145 EF01 AND EF#2 ON EC-18 PROVIDE JUNCTION BOX FOR ANSUL HOOD NOTE 015: CORD: SEA - V-0, 10/4 5J/SO CORD. ROOF COMPLETE - SEE DETAIL ON MECHANICAL SYSTEM AND CIRCUIT TO EMERGENCOY PANEL CORD CAP- 3EA - 3 POLE, 4 WIRE LOCKING TYPE CORD CAP. NEMA L15-30P. PC-5 rHREADED NIPPLE AT POT FILLER AND OTHERS DETAIL DRAWIW_%- MOUNT AT 4'6' AFF. RECEPTACLE: 3EA - 30 AMP, 3P LOCKING TYPE RECEPTACLE. NEMA 1.15 R. SHOWN. EC-19 PIWVIDE THREE 1/2' CONDUITS FROM CABINET TO dV, MC-13 TREATED 4' X 41 WOOD SKIDS 24' O.C. ON ROOF CEILING SPACE FOR POWER, TELEPHONE AND PC-& PROVIDE A.C.O. DRAIN INC. 'CHANNEL SLOPE - BY HVAG CONTRACTOR FOR CONDENSERS BY M1,151C SYSTEMS (NOT ALWAYS REQUIRED). NOTE *16 MAIN FEED TO ICE t-, ACHINE (CUBEB) ITEM 011, WIRE FROM ICE MACHINE NW 100 SERIES' TRENCH DRAIN OR APPROVED OTHERS. TO CONDENSER ON ROOF. EQUAL, AS SHOWN. TRENCH DRAIN SHALL BE POLYESTER PROVIDE FLUSH TYPE E_P.0. 5WITC" - MOUNT POLYESTER CONCRETE PRECAST WITH Ap% MC-14 TRANSFER FAN (TF 01 OR TF n) IN CEILING. AT ro'bm A.F.F. SQUARE 'D'sSKR2RH5/6KR2R-RED SLOPE TO CENTER IN (&.I%' WIDTH WITH 3/16' NOTE 011: EC TO WIRE MICRO SWITCH, SUPPLIED WITH UNIT. PEWORATED HOLES IN STAINLESS STEEL TOP MC-15 SUPFLY FAN ON ROOF (SF 01 OR SF 02). EC-21 WELDING OR DRILLING OF STRUCTURAL MEMBERS GRATE. MC-16 DIFFUSER AND SENSOR LOCATIONS CANNOT BE 15 NOT ALLOWED. PC-1 1/23 THREADED NIPPLE FOR SOAP DISPENSER CHANGED WITHOUT PRIOR APPROVAL FROM EC-22 ALL MECHANICAL/ELECTRICAL CONNECTIONS VERIFY LOCATION ON RS. OaER OR CONSULTING ENGINEER. (PIPE/COND.) TO BE INSIDE CURBS PC-8 6' PN C. PIPE WITH LONG 801WIEEP ELLS FOR POP MC-11 DUCTS ARE 61ZF-D FOR FREE AREA - (PEDESTALS). LINES BY PLUMBING CONTRACTOR. DIMENSIONS AND LOCATIONS CAN BE EC-23 LAY-IN ELECTRICAL HEATER WITH CHANGED AS LONG AS VELOCITIES ANC, FAN Fe:MAL TO MARKEL OJ34S5 RATED POP 5KW PC i/2o Hcr AND COLr WATER PIPE UNDER PRESSURE DROPS ARE MAINTAINED. WITH THERMOSTAT INCLUDING PLASTIC FLOOR - INSULATED. DUCT SIZING A8 FOLLOWS: FIRST NUMBER LOCKABLE COVER By C%C5. 1 18 FOR SIDE SHOWN - SECOND NUMBER 15 PC-10 STUB OUT GAO PIPE 3/41 AT COOKING WALL - FOR SIDE NOT' 044OUK RATIO SHALL NOT EC-24 HOOD 4ND COOLER LIGHTS ARE FURNISHED BY TYPICAL, EXCEED 1:5. INSTALL EXTERIOR INSULATION OTHERS. INCLUDE ALL WIRING IN BID BY ONLY ON SUPPLY DUCTS ONLY, INSTALL ALL ELECTRICAL CONTRACTOR PC-11 STUB OUT GAS PIPE I' AT CCoOKrWv WALL FOR DUCT PER Ob' SMACNA STANDARDS. f7h07l i�o. 90OZ7 PLjF'9()()169,, P1..IP9()( 172 ITEM 022 MC-18 WELDING( OR DRILLWs OF 8TF4JrTIURA.L EC-25 EXHAUST FAN ON ROOF - CONNECT TO 6 D F 7 A5 —1-ISERN!, 195 NOT ALLOMD. LIGHTING CIRCUIT. 1011 CA - III I Jill Jill 111111111,1111 IPI I III I I I ti I I III 11111117,1,14,111111 1 NOTE: IF THIS MICROFILMED 2 3 4__ 5 6 8 9 ib DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE To THF QUALITY OF THE ORIGINAL DRAWING, OE 6? 92 L2 92 el? 02 E2 UP IZ 02 61 Of LI 91 91 t, E I F,I 1 1 01 6 9 1 9 s 10 c 0 till III I I I III I I I I (III I I I I I IIIIIII I I I loll I I I III 111111111111111111111h111 11 As I I I I I I III I I I III I I I III I I If I I I 11111'1 111111111 111111111111111111 -11 all III III III III!I I I I III III I I Id III I I I I I I III 1111111011illihi I I 111111111 11111111111111 ionhow r APRIL99.� 1 11 EOUIPMENT rm Gz l� I ENT IC1�1m NOTES a� � :` N W w Lu — z ` L L w q �uul d to Z _q —17 1 c4, Q } w W Q } f— Ir— } } z q N 46 —A q Q W Q Z —� a~ lU 0 c4, W L" u� uul a � Z z 0 0 a 0 y- 4 Q A Q d -� -A �- u.- U DESCRIPTION MANUFACTURER MODEL NUMBER } (� -1 111 1 1- U 0__ REMARKS U u! Ill REMARKS l'1 ua REMARKS � F-I 1 OCB OGS PC 501L_E_D DI5HTA5LE/5INK 5TEEL-TEK CUSTOM 1/2' 1/2' 111/2 ' 2 12' oz v lA 1 OCB OCB PG PRE-RINSE FAUCET/P_RACKET FISHER FAUCET 211-WB/2902 SEE ITEM 01 v Lo IB 1 OCB O_ CB PC LEVER DRAIN _ _ STANDARD KEIL 1150-119119-1000 SEE. ITEM � w � � .- � _ _ _ _ _ - DW PP3 SEE_ NOTES �I ! -_ - -- 1' 68' 2 2' 8 1/2' �i -____ - _ --__ -- - -- --- j4� - � r� 2 1 005 OCB EC/PC LOW TEMP. I.ASHMACHINE STERO -i- SCT-1(oSC-054- 208 3 204, - 68 4 FINAL WATER CONNECTION _ ONE HW SUPPLY TO MACHINE-TEE OFF TO TWO / CONNECTIONS w� �� a 24, -1 OCB OCB EC DISHMACHINE TANK HEATER STERO - ELECTRIC 208 3 45A 68' DW PP3 -- --- -- - 3/4' FNAL WATER CONNECTIC'N -_ - - SEE NOTE ABOVE - - ?z N za $ �01- i 25 I OCB tX-610IC EC/MC DISHMACHINE EXHAUST SYSTEM NIELSON/AMMERMAN GU5TOM/5RX-15H 120 1 5A I1(oHF ROCF pW PP3 SWITCH ON DISHWASHER _ _- SEE SCHEDULE 'D' FOR FAN DATA w M o: o 3 _ l OCB OCB -__ CLEAN D_15HTA5LE_ STE_EL-TEK ----- CUSTOM 4 1 OCB OCB - GLASS/CUP RACK STEEL-TEK -- CUSTOM F -- - --- --_ -_-_- _ - - - - -_ -_ -- - -- s d- 5 1 005 OCB - OVERFLOW RACK _ _ STEEL-TEK CUSTOM _ _ _ 6 PE I OCB OCB PG 4-COMPARTMENT POT SINK DUKE 22-1C-2D5 201/2' 241/2' 15 1/2' 402' 12' _DRAIN TO GREASE TRAP 4 w A - - --- - aOa ^w j -- a v .. � _64, 2 OCB 005 PC PC 4-COMPARTMENT FAUCET/BRAC_K_ET FISHER FAUCET 2_01-12/2210-WB/2902 -- SEE I_TEM T-_ - -- _- _-_ -------_- -- --- v, � w � H > �. � 65 2 005 OCB PC 4-COMPARTMENT FAUCET- FISHER FAUCET_ 3253 -`- _ SEE ITEM U = A 6C 4 OCB OC:B PC LEVER DRAIN _ STANDARD-KEIL _ 1150-1020-1000 SEE ITEM "I6 _ _ �, •,t 1 3 OCB OCB PC HAND SINK - _ SEGO H5-I1-2H-3501 - 1/2' 1/2' 191/2 ' 2' ° 14, 3 OCB OCB - PAPER TOWEL DISPENSER SCOTT TOWELS -- o "' SEE ELEVATION FOR LOCATION r Gz a � x � W 15 3 OCB 005 LIQUID SOAP DISPENSER - x N SEE ELEVATION FOR LOCATION _ t� � iF (, 8 1 OCB OTHERS OTHERS BEVERAGE PUMPS COKE _ 8A I OCB OTHERS OTHERS BEVERAGE CO2 TANK COKE y - - __..._- `" 2 � cm�SCF W v) t ----- - — 10 4 OCB OCB POKER CHIP DISH DOLLIES INTER METRO PCD9 OLU � QCUx 11 1 OCB OCB EC/PC ICE MACHINE MANITOWOC GD-1292N 208 3 18.5A 12' DW PP3 SEE NOTE 016 1/2' 48' 3/4' Fp -- - - - Z o � D7 _1 DW ! WEIGHT IS 1061bs. � � 4 0 " 3 - 0 114, 1 OCB h!C/Gf4� EG REMOTE GONENSER FOR ICE MAG-ZINE MANIT_OWOC AC_ 2954, PP3 SEE ITEM +'11 NOTE "I6 -_-. 12 2 PC PC EC/PC WATER HEATER - _ STATE 55T15-300E 120 1 12A 24' DW PP3 -_ - 11/2' 11/2' 201/60' FD 11% " 300 9' WATER HEATERS TO HAVE ELECTRONIC !GNITION/SEE NOTE 5 I •-R.. 12A I PC PG EC/PG C!RCULATION PUMP Y BELL ! G03SET SLC-2511120 1 IA lf1 DLU PP3 _ 3/4' 125 1 EG EC EC/PC TIME CLOCK - 24 HOUR TIME CLOCK 120 1 34, pW PP3 - - 13 1 OCB OTHERS OTHERS WATER SOFTENER KINETICO _ 60/100 --_ 2*11/2' _ Fp _ SOFTENER CONTRACTOR TO DETEFa'11NE MODEL ! SIZE 14 LOT 005 OCB - CHROME SHELVING INTERMETRO WIRE SHELVING- 14A LOT 005 OCB - SHELF AMCO AM24 i5 LOT OCB OCB - CHROME GU1-11tiAGE RACKS INTERMETRO HD SUPER - 16 LOT OCB OCB - CORRISION-RESISTANT DLINNAGE RACK INTERRI"fETRO HD SUPER-METRO SEAL 11 LOT OCB OGS - CORRISION-RESISTANT SHELVING INTERMETRO METRO SEAL SHELVING 18 LOT OCB OCB - CHROME SECURITY TRUCK INTERMETRO 50 SERIES 19 2 OCB OCB EC/PC CONVECTION STEAMER GROEN CC:-10EF 1206 3 26A 36'/62' DW PP2 SEAL TIGHT 3/4' 411/212' FD. SOFTENED COLD WATER I 1' 180 12' CAP OFF FOR FUTURE USE 1134, 1 005 OCB - STEAMER STAND _ GROEN_ 20 1 005 005 EC PRESSURE FRYER HENNY PENNY 500 208 3 35A 22' ReCP. PP2 SEE NOTE $2, 2 GANG BOX ON CASTERS 20A I OCB 005 EC PRESSURE FRYER-COMPUTER HENNY PENNY COMPUTRON-1000 '208 3 354, 22' RECP. PP2 SEE NOTE 02, 2 GANG BOX ON CASTERS 21 1 OCB OCB LANDIN";' -ABLE HENNY PENNY _ DT-221 ON CASTERS �r^ 22 2 OCB OCB EC/PC FRYER - _ KEATING - 14-TS-FM 120 1 2A _ 24' _ RECR PP1' 130 12' ON GASTERS 2 -- 22A 1 OCB 005 PC FRYER 45 HOSE _ DORMONT 100-GAS-5•P 1'x24' _ SEE ITEM 022 23A 1 OCB OCB PC STEAM KETTLE TABLE GROEN _ TS-13 3/4' PD. 235 1 005 OCB PC POT FILLER/STEAM KETTLE FISHER FAUCET 4131 1 " 1/2' 33' 1/2' THREADED NIPPLE 23C OCB OGB EC STEAM KETTLE -- GROEN TDB/-1-40 - -^ 206 3 30A 24' -DW PP2 SEAL TIGHT 24 1 OCB OCB PC FRY TOP/RANGE MONTAGUE 136-8 3/4' 100 10' 244, 1 OCB OCB PC RANGE GAS HOSE DORMONT 15-GAS-56P 3/4'x48' _ SEE ITEM 024 6 25 1 OCB 005 PC COMBO/RANGE MONTAGUE 13 -1 - -- - - - - - 3/4' 125 10' 1 75A 1 OCB 005 PC RANGE GAS HOSE - I DORMONT - 15-GAS-S•P 3/4'x48' - _- -__--_-_ _-- - __ _-- _-- - __ -_ -_,._ _.----_-- --- - SEF ITEM 025 - 26 1 OCB OCB EC/PC BAIN MARIE NIEL50N CUSTOM 26A 2 OCB OGB EC BAIN MARIE HEATER HATCO FR-4 208 1 24A 12' DW PP2 SEAL TIGHT 265 1 005 OCB PC POT FILLERJBAIN MARIE FISHER_ FAUCET 4131 _ _ _ 4" 4a�5' �4' THREADED NIPPLE 2-1 2 OCB OCB EC/PC CONVECTION OVEN - BLODGETT -- DFG-102-3 120 1 9A 1/3hp. 36' RECD. PP2 I DUPLEX RECD.-2 CIRCUITS 214, 2 OC13 OCB PC OVEN GAS HOSE DORMONT 15-CsAS-S•P 3/4'x36' - -_ -- -- - _ - _ _ SEE ITEM 011 28 2 OCB DCB EC PASS-THRU HOLDING OVEN ALTO-SHAAM 1000 UPS/VSI 2081 1 SbA 80' RECD. PP3 SEE NOTE 13 - -- - -- - _ - 29 I OCB_ OCB EC COOK + HOLD OVEhI ALTO-SHAAM 100_0TH-I/HD 1208 1 28.8A 36' RECD. PP2 SEE NOTE 04 - ON CASTERS 30 1 OCB OC15 EC FOOD CUTTER - HOBART - 84186-1 120 1 13A 1hp. 50' RECD. PP3 ---- - 31 1 OCB OCB EC SLICER HOBART 1612-1 120 1 50A 50' RECR PP3 _ 32 1 OCB OCE3 EC MIXER-COOKING AREA _- HOBART A200-1 - 120 1 62A 1/21 50' RECD_ PP3 -- - -_- -- - -�- - --- - 32A 1 _ 005 005 - MIXER STAND _ _- TABCO TSS-300 ON CASTERS 33 1 OCB OCE-3 EC MIXER-:--REPARATION AREA HOBART A200-1 - -- - 120 1 82A 1/2 . 50' RECP. PP3 - 33A 1 OCB OCT3 � MIXER STAND - _ T,45CO MTSS-302_ -- ON CASTERS -- ,- 34 1 OCB OGB EC/PG CONVECTION OVEN/5AKERY BLODGETT DFG-100-3 - 12(0 1 94, 1/ . 36' RECP. PP2 _-- _ _. fp6oTi CJD. 9OOZ7 34A I OCB OC15 - OVEN STAND _ - BLODGETT OPEN STAND PAN STORAGE -- 345 1 OCB OC15 PC OVEN GAS HOSE DORMONT 15-GAS-S•P 3/4'x36' 35 1 005 MG MC EXHAUST HOOD 48'x48' N1EL30N CUSTOM _ _ _ _ -_ SEE SCHEDULE 'D' FOR FAN DATA 35A 1 OC15 MC EC./MC EXHAUST FAN GREENI-IECK _- CUBE 10-4- 120 1 10A 1/1 ROOF DW Pf 2 SEE SCHEDULE 'D' FOR FAN DATA _ I-''r•.�'.Iv1T f rhos. 1:1(..1 "",'0" J.69, k.+(..lf-'90f.i /"'2 '7 (3F Acs aG�',,.:, a;il,o:,,' ...... .. ..,,.+,e+..... .,_,,,,,,..,w.wd..o.�;Mnb,.,,,...,.r«.i.,.«.eR,.. .R. d«w... ,•+na+..a...rp-«Rw..o,,,.w,.f4.,M.h„ ,.,.;.,._.. �-- ^--._ -__ !r�1 111 Illlllillll, lilI1l11111 111 111 11 1 111 1111111 11111! illll>jl 111111 IIIIIIiII11 I�Iill�lllll�l�r11 IIIl1�1�111�1�1�1)11111�1111111 �III�II�IIIIIIIiIII111I1111111I111Itit'11tI111 _ . NOTE: IF THIS MICROFILMED --- DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO ,,• THF QUALITY OF THE ORIGINAL DRAWING. 0£ 62 92 LZ 9 S7 v £Z ZIIZ IZ OZ of 81 LI 91 51 bl CI al II 01 6 9 L :II�IIIIIIIII�IIII11111�111111Nt�1111I1UN111111111�1111�1111�1111111N�1111u11N111RII11�III1I1111�I1I1�IfiI�NU11N1�111111I11�111111111�111lIIIIIIIIII�l111�111111111�1111�111111111)1111�11111lIIIIIUL�IIIIII111�11�111111111�11111111111111�j!IIINBMII�I111�1111�l�U11�111l11111�1 � APRIL,, 1991 .. ..T^il•:kM•,.." ... _ .w.r`+..-.•.'--.......-_-,.., .. _ - .. _ -. may..- }► - ... tl. • EQUIPMENT SCHEDULE ~ � ~^ � � $ r_ E Ov cv *r2m a L I 'PENT NOTES - cv � :L -- -- -- ___ _-- — __T %*w Z (j) a Wul >4 L" - f__ Lu d) IS) LLJ LU d) Z a 0 -A ;�cj 8 -1 .4 -q --I -A U DESCRIPTION MANUFACTURER MODEL NUM13ER IL --t Il 1-0 a- REMARKS 9 w REMARKS IL_0 U4 REMARKSLLl t 3(o 2 OCB MC MC _ COOKING LINE EXHAUST HOOD DELFIELD AIR-TECH 120 1 IA H= DW PP2 SEE SCHEDULE 'L;)' FOR FAN DATA oz z uc)) 3(014 2 Ocl5 mr, jEC/MC EXHAUST FAN GREENHECK CUBE 24-IE� 208 3 IA *Z�V. ROOF DIJU PP2 SEE SCHEDULE 'D' FOR PAN DATA U) SEE SCHEDULE 'D' FOR FAN DATA �cnz � 3ro5 2 OCI5 MC EC,/`MG SUPPLY FAN GREENHECK RSF150_1 206 51 1 A I Yz1'r. ROOF DW cr '� ': 36C 2 005 MC EG/MC TRANSFER FAN FREE) VOGT CO. vc'..1 120 1 12A 1/21�p. CLG. DW 1:=1=2 SEE SCHEDULE 'D' FOR FAN DATA uwu_ 2L, I w oco PROVIDE STRIP CURTAINS Z z w C\4 31 1 OGS OTHERS EC PANTRY COOLER BOX MINNESOTA STORE TONKA COOLER 120 1 14.2A BOX DW PP3 SEE NOTE Wl z 8 ocl, o uj m to 31A I OCB OTHERS ECVOTIERS PANTRY CONDENSING UNIT LARKIN OSH-0200C1 1208 3 1 IZA 2 ROOF DW PP3 SEE NOTE wl 315 1 OC:5 OTHERS ECVOTNV;61PANTRY FAN COIL LARKIN APC8-180 120 1 12A BOX DW PP3 SEE NOTE 01 3/4' PO CONDENSATE LINE 36 1 005 OTHERS EC/O 06 COOKS COOLER BOX MINNESOTA STORE TONKA COOLER 120 1 4.2A BOX DW PP3 SEE NOTE rl PROVIDE STRIP CURTAINS R as .38A 1 005 &T_HEk5_ EVOTHEI�5 COOKS CONDENSING UNIT LARKIN __.OSH_oIoocI 208 3 4.6A lhP. ROCr- D W PP3 SEE NOTE #-1 385 1 OCB OTHERS EG/0THEIR5 COOKS FAN COIL LARKIN ACPro-102 120 1 3 614BOX DW PP3 SEE NOTE 01 3/4' PD CONDENSATE LINE m 0 PROVIDE STRIP CURTAINS 39 1 OCE OTHERS EVOTHM FREEZER BOX MINNESOTA STORE TONKA COOLER 1120 1 4.2A BOX DW PP3 SEE NOTE 01 39A 1 OCB OTHERS EC/OTHERS FREEZER CONDENSING UNIT LARKIN OSH-0200L5 208 3 -1,8A 2h:), ROOF DW 1=103 SEE NOTE 01 F -mV)a 395 1 OCB OTHERS EC/0TI-M FREEZER FAN COIL LARKIN ECP&-120 208 1 15.24 BOX, DW PP3 SEE NOTE 01 3/4' PD CONDENSATE LINE 0. Z 40 1 OGS OTHERSPROVIDE STRIP CUKTAINS_EVOT�M CHICKEN COOLER BOX MINNESOTA STORE TONKA COOLER 120 1 42A BOX DW PP3 SEE NOTE 01 r ul °� . 4014 1 OCB OTHERS EVOTNM CHICKEN CONDENSING UNIT LARKIN OSH-(0015C1 1208 3 3.2A 34P. ROOF DW PP3 SEE NOTE 01 D R 05 1 OCB OTHERS Er,10TFM CHICKEN FAN COIL LARKIN ACP8-(o4 12C I 3foA SOX DW PP3 SEE NOTE 01 3/4' PD CONDENSATE LINE 41 2 OCB OG FL-1 ST,41NLESS WORK TA51,.E w/SINK TA5CO TKSS-30 SERIES 1/2' 1/2' IS 1/2' 2' 111/2' 4114 2 OCB 005 PC FAU ET/DECK MOUNT FISHER FAUCET 3513 SEE ITEM 041 415 2 OCB OCB PC LEVER DRAIN STANDARD-KEIL 1150-1020-1000 SEE ITEM z 39 = 42 3 OCB OC:5 STAINLES5 WORK TABLE T,45CO K5.5-30 SERIES PROVIDE CAN OPEN4.-'-R CUTOUT AS SHOWN ON DRAWINGS u -c a < 43 1 OC,15 005 STAINLESS WORK TABLE TA5CO K55-30 ESERIES TA25-CASTERS 10, Y 11 44 3 005 OGS STAINLESS WORK TABLE TA5C0 TK66-30 SERIES 45 LOT 005 OCe WALL SHELVES TA5CO WS-10 SERIES 4ro I 005 005 EC VEGTA5LE SLICING MACHINE DEAN INDUSTRIES TR-21 120 1 5.14 50' RECF. PP3 4-1 1 OCB OCB KUTLETT-LETTUCE CUTTER SILVER KING 1L Z c*' to 46 1 OCB 005 PC 2-COMPARTMENT SINK DUKE 242C-2D5 1/2' 1/21 lc3l/2' 2' 111/21 ki 48A I OCB 005 '�=C FAUCET/SPLASH MOUNT FISHER FAUCET 3210 SEE ITEM *48 4e6 2 OC15 _005 PC LEVER DRAIN -STANDARD-KEIL 1*150-1020-1000 SEE ITEM 048 49 2 005 OC,5 PAN RACK DUKE 123 50 2 005 005 EC ELECTRONIC TIMER FAST FOOD AUTOMATION 1600 iJ20 I 50I .ncp. PP3 51 4 005 OCB PAN RACK EPCO A&c:-131 ON CASTERS 52 1 005 005 ADJUSTABLE RACK INTERMETRO RD18N ON CASTERS 53 1 005 OCB EC PROOFING CABINET INTERMETRO C15-1=4N 1120 1 12BA 12' RECD. PP3 54 1 OCB EC EC, --AIR DOOR MARS 42CH 1120 1 43A 1/21,v. DOOR DLj PP4 SEE NOTE 011 55 2 005 OGS CAN RACK NEW AGE 1250 5& 2 005 005 UNIVERSAL DOLLIES NEW AGE ilalON CASTERS 51 4 005 005 KNOCK DO104 RACK NEW AGE 1331 ON CASTERS 58 ILOT 005 OCB OFFICE C.45INET5 ALEXANDER MFG. CUSTOM E79 I OCB OCB EC/PC HOT WATER BOILER AMERICAN METAL WARE E315E 208 1 25A 62' DW PP2 1/2 14' PROVIDED w/LOW WATER CUT-OFF SYSTEM 60 1 OCB OCB - TRANSPORT CABINET CRES-COR 100-1841 ON CASTERS ro 1 3 OC15 Oc:5 - UTILITY CART LAKE51DE 522 62 1 OCB 005 - UTILITY CART LAKESIDE: 544 ro 3 LOT 005 OCB - EMPLO'T EE LOCKERS MODERN BIN CUSTOM 64 1 OCe OCe - POTATO Di(-,ER QUAILHEIM5Ql,SQ2,SQ3 65 2 OCe 005 - TACK BOARD/LARGE ST. PAUL BOOK AK3648 66 2 _OCB OCB - 2-DRAWER FILE CABINET HON 5345K &I I OCE3 005 - OFFICE CHAIR HON W2 2 5K, 3 oce nc5 WHITE BOARD _ ST. PAUL f=s OOK _Sr,31 69 2 OCe OCB - OVERSHELF STEEL-TEK CUSTOM 10 1 Oce OCB - MEDICINE CABINET-.. Vll"TORY CUSTOM 'll I OGS OCB EC COMPUTER TERMINAL TANDY PC: COMPATIBLE 120 1 E5A 35' FECF. PP4 SEE NOTE 09 '12 1 OCB OC;5 EC COMPUTERIZED TIME CLOCK TIME MANAGEMENT MARKT 120 1 54 341/2'IRECF. PP4 SEE NOTE *3 li LOT OCB OCB - TOILET ACCESSORY UNIT B�O15RICK 15-341(o *14 2 Oce OC15 - PAPER TOWEL D16PENSER 150FRICK 5-3944 1-5 LOT OCB OCB - SOAP DISPENSER 1505RICK 5-822 16 LOT OCB OCB - ASH TRAY BOI5RICK_______ 5-218 1w= 11 LOT 005 005 - FEMININE NAPKIN DISPENSER 5015RICK 5-210 18 1 oce 005 - FLOOR SAFE MAJOR TL1*1 li– LOT OC15 OGS - MISC. SEATING ALEXANDER MFG. CUSTOM W -LOT 005 OCB - COAT RACK REI-RIGIV RAK ro 13 J— J PLJF_.9(_)(..)J.69, fill 11 1 2 3 4 5 711 6 11 7 8 9 ib NOTE: IF THIS MICROVILMED — DRAWING IS LESS CLEAR THAN if THIS NOTICE, 11 IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. ()E 62 92 iz 92 SZ fp 2 E2 22 lz 02 61 91 LI 91 SI t'I El Z1 11 01 6 9 1 9 S tp E 2 APRILji 1991 AM r • VJ EQUIPMENT REDUCE � . 40 n Mr- '�' EIN _ ELECTR I C4L piiii.L001BfNG CCAS 1 10�'�� cv h- u� z p Luz Lu LU z - Lu w } IJZ 6 d _ C, Lu 16O p O a y- d O _z u- U DE5CRIPTION - MANUFACTURER MODEL NUMBER - �} Q z w 4-0Q REMARKS U lu 3 9 uu REMARKS !11 REMARKSLLJ - _ WA LOT OCB OCB - - ASS COAT RACK ROD - BRASS DESIGNS - CUSTOM _ _ _ _ - -- _ - - - _ z u L BR ; B LOT OCB 005 - COAT HANGERS --- GLARO _ 01600_ _ � n 81 -I 9CB, OCB - - MENU BOARD-- - - GLARO - - - CUSTOM -_ - - - - ---- Y_- _- wx �M a 82 LOT r OCB OCB - ARTWORK _ _ ART t INTERIORS VARIES -- - -_ - _-- _ -_ =- _-_- - - ------- - - ----- _ - - w w 83 LOT OCB OCB - BOOTHS _ - ALEXANDER MFG. CUSTOM _ ? z � N _ _ -- _ _ i - -- - — - -- - aU zo Op W CrJ a: 84 LOT OCB 005 - BOOTH TABLE TOP _ ALEXANDER MFG. CUSTOM 84A LOT OCB OCB - BOOTH TABLE BASE _ L + B PRODUCTS 8005-31 _ _ _ _ _ 30'x48' BOOTH TABLE TOP 848 LOT OCB OCB - BOOTI-4_ TABLE BASE L + B PRODUCTS 8005-23 - - 30'x30' BOOTH TABLE TOP LA �; _ r 85 LOT 005 OCB - TABLE TOP_ ALEXANDER MFG. CUSTOM _ '5(r- J -J _ - ---� - �► 85A LOT OCB 005 _ - TABLE TOP BASE WEST COAST WC23E8 30'x48' + 30'x60' TABLE TOP_ J O " 858 LOT OCB OCB - TABLE TOP BASE WEST COAST 5522 - 30'x14' + 30'x30' TABLE TOP ' H M 85C LOT 005 005 - TABLE TOF BABE - WEST COAST 5530 - - _ - -_ 36'x36' TABLE TOP _ N 86 LOT 005 OCB - CHAIRS - INFANT INF2100 ---- -- -_ _ - �" G 81 LOT OCB OCB _ - CEILING HUNG SIGN B ; B AD CRAFTERS CUSTOM - t : . 4 88 LOT OCB OCB - WINDOW PLANTERS - ALEXANDER MFG. CUSTOM o 89 LOT OCB OCB - FREE STANDING PLANTER ALEXANDER MFG. CUSTOM _ `- - - t T 4 90 1 OCB OCB EC/PC COLD PAN NIEL50N CUSTOM 120 1 2A _ CAB DW PPI 1/2' CAB 1' PE SEE NOTE 011 - _ o a " < a ° -------- ---- ----- — - 6 a .. 91 1 OCB OCB EC UNDER COUNTE:54-P, REFRIG. DELFIELD _ V1863(0-32 120 1 8A 12' RECD. PP1 _- - ON CASTERS - a m mc 92 1 OCB 005 - TRANS_PORT CABINET_ CRSS-COR 100-1818 _ 1/2° 1/2' IS 1/2' 2' 111/2' SEE PLAN FOR LOCATIONLn = s a 93 1 OCB OCB PC DROP IN ciNK _ _ POLARWARE - 221-4 SINK _ - _ _ - a ° .�`. _ a < 93A I OCB OCB PC FAUCET FI5HER FAUCET 3525 _ _ SEE ITEM 093 94 LOT OCB OCB - WAITRESS STATION CAL3INETS ALEXANDER MFG. CUSTOM 95 LOT OGS OCB - TR/-kY STORAGE COUNTER TOP ALEXANDER MFG. CUSTOM 96 1 OCB OCe - - CASHIERS STAND_- _ ALEXANDER MFG. CUSTOM 96A 1 OCB Ors - MUSIC SYSTEM - J 3M __--- 2930 - 120 1 BA CAB RECD. PPI '., 91 1 OCB OCB - DROP SAFE - AANON _- 1000 SERIES 98 1 005 OCB EC CASH REGISTER _ RE7AIL DATA SYSTEMS TEC 141 120 1 2A CAB RECP. PPI .� 99 1 005 OCB_ - MAIN BUFFET LINE CABINET_ _ALEXANDER MFG. CUB"OM PPI SEE NOTE 019 100 LOT OCB OCB - UTENSIL_DISPENSING CUPS PYA/MONARCH 905_ 101 LOT OCB OCB - NAPKIN DISPENSER SHELLY ND48 - - - - 102 LOT OCB OCB - PLATE LOWER.ATOR LAKESIDE 4009 - 103 2 OCB OCB EC/PC COLD_ PAN-3 OPENINGS- DELFIELD - 8145-3 1120 1 6A 1/ CAB RECP. PPI SEE NOTE 010 1/2' CAB 1' PED SEE NOTE 011 104 105 1 OCB OCB EC/PC COLD PAN NEIL50N -_ - CUSTOM 120 1 2A CAB DW PPI - 1/2' CAB 1' PED SEE NOTE 011 --- - 05A 1 OCB OCB EC/PCM REMOTE CONDENSOR FGR COLD PAN LARKIN __- - 2�iB I 15 _ 1/2 R3)� DW PPI -- _ - _ _ "�E M DT E Conk Fce) GOLD V'Nk) 105690 llab OCB OGS EG HEATED PLATE LOWERATOR SHELLY -- DI5-913-QT- 120 1 1.1A CA8 RECP. PPl SEE NOTE 010 - _ _ _ - 101 12 OCB OCB - I BOWL LCWER_ATOR _ LAKESIDE _ 4000_ _ 108 2 OCBC_ OCB EC/PHOT PAN- I OPENING WELLS- - 100 D - 208 1 4-6A C45 DW PPI . _ 1/2' CAB 1' PED SUPPLIED W1 MANIFOLD, NOTE X11 109 3 005 OCB EC/PC HOT PAN- 2 OPEN!NG5 LLS 200 D 208 1 SSA CAB DW PPI 1/2' CAB 1' PED SEE NOTE 012 i 011 109A 1 CCB OCB EC/PC HOT PAN- 5 OPENINGS WELLS 500 nM 1208 31'5.1A C4151 DW PPI 1/2' CAB 1' PED SUPPLIED W/ MANIFOLD, NOTE SII 109 1 OCE3 OCB EC/PC HOT PAN- 4 OPENINGS WELLS 1400 DM 208 3 lI2A CAB DW PP1 1/2' CAB 1' PED SUPPLIED W1 MANIFOLD, NOTE MI 110 1 OC_B OCB OCB CARVINGS CUTTING BOARD_ RICHLITE _ CUSTOM 111 1 OCB OCB _ - BEVERAGE LINE CABINET ALEXANDER MFG. CUSTOM 112 2 OCB OCB - _ GLASS t CUP LOWER_ATOR LAKESIDE _ 911 113 3 OCB OCB EC/PC COFFEE I3RELeR/DI5PENSER CECILWARE BG-2 - - 2r78 1 21A _ CAB FfCP. PPI 1/2' CAB 114 2 005 005 EC DECAF COFFEE WARMER CE_CILWARE CAR-1/STD-H 120 1 83A CAB I;ECP. PPI 1/4' CIA15 115 1 Oc f� (�)Ld _ E C- N-EATF D L 1 P-r C/t-6 I►J LT (-PNES -Covi --- 4+ -331 -1 Z 8 120 I oPc 121' 6CtR P P_I -r iA-A r-ir u >4) 116 2 OCB OCB - ICE TEA DISPENSER CECILWARE - 111 2 OCB OCB _ - STRAW DISPENSER PYA/MONARCH 1513 _ 116 2 OCB OCB M%0M BEVERAGE DISPENSER GOR NEL t US 2 f l- 141!0 120 1 114 CAB RECP. PPI - 114' CA 3/8' PED ----- 119 2 OGE3 OCB EG MILK DISPENSER---------- SILVER KING 5K-2 - -- 12_0 1 2A CAB RECP. PPI - - 3/4' PED 120 2 DGS C�r,6 I~.L PC ICE 1�fSPE�kaER--- -_ E�_Go(�, - TS-�4� 129 i 3A Cly RECD PPI _ 1/4' CAB _ -_-�- -- - - ---- -- -- ----- 121 122 5 OCB OCB - BUS CART LAKESIDE - 822 123 1- OL;5 005 - DESSERT LINE CABINET _ ALEXANDER MFG. CUSTOM - _ _ _ FLUOR STRIP LIGHTS COLD PAN SNEEZE GUARD-SUPPLIED BY OCB. 124 1 OCB 005 ICE CREAM CABINET ALEXANDER_ MFG. CUSTOM _ 120 1 CAB K,. PPI RECP. • TABLE FLUt)R 57AIP LIGHT � CONDIMENT SNEEZE GUARD-SUPPLIED BY OCB 125 I OCB OCB { EG ICE GREAT'' DISPENSEF2 TAYLOR _ 8151- _ 208 _3 22A CAB RECD, PFI SEE NOTE 015/1 CORD -- 126 1 OCB OCB EC ICE CRE41M DISPEN5ER-T1,'I5T TAYLOR 8154 208 3 22A1V CAB RECD. f:'F1 SEE NOTE 015/2 CORDS 121 1 OCB OCB EC FLURRI' UNIT TAYLOR 822 SEE ITEM 0123 FOR REC 128 2 OCB OCB - SYRUP RAILS SERVER PRODUCTS 82810 - - - ---- _ 129 2 Or-,B OCB EC HOT FUDGE DISPENSER SERVER PRODUCTS 81120 -_ 120 1 4.5A CAB RECD. PFI - 1301 1 OGB aC.5 - COND!MENT PAN NIEL50NS CUSTOM _ 131 LOT OGB OCB - BOOSTER CHAIRSCAMBRO 200-15C - ---_ _— —..� - -- —_ - --- - -- — _ ------ -- --- ------- — -- — — — ----- --- 'F'piOS, 00, 9002.7 132 LOT OCB OCB - HEAVY" DUTY HIGH CHAIRS GAYCHR( VE. HR3008 133 1 000.E;1 EC EC VESTIBULE CEILING HEATER MARKEL J-3485 - 208 3 14BA _ CLG DW ?P4 134 '2- 06-15 Ec- Pc Ca F F r��ti aAEt,�N1 P6'i'Eg --- i 1 1 _ 19A Cat's 196cp FPA --- ----- - _ -- - ---- — ---_-- — — - F='E:k'I''11 I' IqL:)'.�i. HLJF'9(.*')(:)16 79 OF 43 ,-`;: ilk •` ..nrw..w ,►.�iM�iW — •iru{dll( M�wNM+M!uY,r.,: �tie�.a_..,....,-1111, __w +.wa►«e.,........»....,..u�...�.«1111.... -.r�llr 'µ. _._. ..fit`- l1111111l 1111111lIIIIIpiIIIIIII� ' .. l :'� f+ �11i11v 1111111 1111111 II11'Ifl 1111111 1111111 1111111 1111111 1111111 111111 1111IIj111111111 111111111111111 1111111 1111111 111111111f111�1 1 .;;� a- wi l l l l1111111 11111f NOTE: IF THIS MICROFILMED -- DRAWING IS LESS CLEAR THAN THIS NOTICE. IT IS DUE TO THF QUALITY OF THE ORIGINAL _ ' DRAWING. 6c _ - - ----- - AE 62 82 LZ 92 S? 02 EZ ?Z Iz 02 61 131 LI 91 SI bl EI ZI II 01 6 6 L 9 SI- ,fir b E Z 11111111111111111111111�111111fIIIIIIIIIIIIInuInulllullnllnnllnlJ1uf11f otil -iihoi11n11milI 1111)Illjllnuluu�lfu�lllluln1111n11�w y • ,►111111111111111111111111111111111111111Itill IIti1111111t1111111111111N1�11111111�11111111111111111111111JI11111H1111111111111i11 I APRIL 11. 19 91 M—a s. , »:.,,:. +n• ., .. .rt n h v rad%TS ,.r;..'.--^- r:+.. -,. «.. 111_1— 111,1 r . -1111-.wglwllS - _ 5 . M ,. , M► "� " w. '4_• ,p 2) { 3 � 4 ) ............ LA a OZ 04 y x 4 t VW14E r I ,�iL�l�, ' ' - - ( its �� COC)L R3`f,D, 3" dip Y�c Lj 151 ` 4- PVL „ �I) ` ` 0Pr Y "' ( 1 �'�� (� —u FQUEUE-UP Li !1w , FA�!J 11 4"f Vf. -y L,�� U P 't1:1YI1 U Its , , QIooh -o / AIA 2 G. W 1JC�..P,^�•t��aR, .77 a. UJ . ____-_ ___._._ __ _ ___ _ _..__ u -_ 00 _-. __.._,� , GG ^ ` Z m - T)i I 0 C� _ _ I { - b i i CARL _ _ f . l 1 'L A1JT� i I I 6 �q`j � ,(� ! 120 Ngo, ��T, U �• 'n I 0 �.J i 3in z c� I 1 - - - — _ }- '"� J _ r --icr A - Q I I �. _. ui 3 Q Lu to m /„ ' " - Z N Fop I- _ M-ANTER I1 I ! _ _s. �� F.D ► _ • �� C _ eq CONDIMENTS I L_ I( L___� _ - 1.___ _ 'S �D� P�t,c- P UFfF�i t I t I ui I ( l.�? —Soup I R 11 1�. f � 11 �:, r � :. 111)1 Lj I I ;49 — �._..._ x � � � �.� t , • DINING ROOM I � i � � Z o. a y ---—------ - to 4 (1 3cm \4!/ �i r � d`' 4''G.0• � ;_.._._-_ �`��d. _ 8;.13 t eet Q u:. { 1 / r +CART n I Gp2 ! q �C _. - ... iP.�38 _.� ol ED - ll I1 IZO 113 I X OO r _ l _ 4 , � C GI 3 I _ 6evFe)A4F LItJLS I( ..__. ----•-- - -__— 4" PPE i 1 I --� O%jFra VtT:A-P --B� J L_ _ _-__ __ 4 `�L jE� au�ET �-+F,R 5 JL PM 0 Fa _] _ L__L_—J-- - — -- D _ 121 ,- _ lob _.. 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OE 62 82 LZ 92 SZ hZ EZ ZZ 12 OZ 61 QI LI 91 SI bl EI ZII) 11 01 Fi 9 L 9 S b E Z III""L +�i1ltUlltntllutlttnlunlalllttttlnullnll1111111111nultnlllttlllullul+llntlnu1t111111111111111111111I1111+1111111111111111111111N111111111111It111111U1U11111111111111111.111111111illlll1111111111�1111IU1tIlutIINIIItll11111111111111I�lWllall1111{Illl�ll11111111111111111111lII k • .APRIL 111991 Y2 ' = u C N i A Ti4 8 EAb1��lE 11, ., I r -� 11WY ?f" c ,� •r '•ice � ^' .L � � ,rr4$r«y.. '�I, l.� 1 rJ r a:. } O ! 1 r. � ..: ! ,•; I (�, �--� t � � ASG ILL I t f . TIL# 41 8','20 r • AFS ' G ,,,,,,,,,,, ,.,,.., ...�,...,,- � i � � – U IJC�,!GcJI�►�p � _ ._..__ t'7 I CL f LLJ - _, ► C � ac rrt.E � IIS o� �F � �► u : c MCI" '�itsl-L 1�C)1�'t3 T i �Fn a (oo » ...�.. ■ ■ - -� d) : + I _ _._ +I iI �� c— i W tl�0 _ _ --i I 1i • ZZ ON ro - - F C/I Y _ - n 1 - __� G I O O I I O O O O I O 1 I O r _ � V o aft �.� - �� i 1 i _.._a..__ f r x r �, 4. O ! DtNt� *Dom ! , j FM ---U�JO CWPIEG _ _. _ _ ( --1 f..1r•q�0 4 ( t• _ i ___ �� .__ .r_ . __. • 1 0 cks V ti �L I _ -_ -T• 1 __ } - SS1� 6 _ _ � - � 2 T, i ` .. ;. .. d ry ift ---� �•.*��° ;' _ __ I y h ,5c a[_FM --v n. p<.G•UP t +7 (� Atm RON" io - t qII l 47��f� �1- �� - -_ __ _ __ _ __ - _ - _ - - .r _.�. t I O ! i V — S : I 0 f CC—) O O 0 Z, + o o OR -� _.. _�.. .. � � ■ ela �, mac F,hn- UP► Q � � I orf 1 Z-1 qW_ _.___ _ ___.. __.� __t.. _ ____._ > T – - �CNI IS �'to�� c� A1C Tt � � � I I CSR --- I �_. �__ _ - - �.N . R t z � 13 , Lt �Y QW 7 Q 0 0 0 0 0 0 o 0 o Tri �'8� 2• a colt I s mop �K Lcnoml f- too ■ ■ _ C T L 8 I } TI 411 ...� { cc ;_ _ r r HVAC EQUIPMENT & MATERIAL PACKAGE ' t - �& _ �f�T c� � C \ - FIAINT(Wx CONTMACTOW TO PAINT 44 L RECE"EV t_r*41 Fty-Tinel` TR", ��••� � � �• RETURN AIR CIRIL.L8, SU"PL ' AIR C*MLLB ANI? SMAKER ClRILLS. i P�CZ F 00, `)0x 2-7 FOR COMPLETE: INFORMATION AND PRICING ON THE FOLLOWING PACKAGE OF' EQUIPMENT ',CONTAOCT °.EE �Et A-11 FOR I-VrIC:/�L. I`IXTURE LOCATION l �� l >' =�f 1, 1►k.ACCfJUNT COORDINATOR AT TRANS NATIONAL ACCOUNTS, LQQQ-�7C'-6�Q,, 'WE PSI-IFFT A-C, " FIXTURE SC -EPULE AND 4AIC WMC;IFIGATICRJ ANY CHANGES OR VARIATIONS TO THE ORIGINA{_ fA)vV+ S Tay_. EQUIPMENT THAT WOULD EFFECT THE HVAC NUTEI ®I�DERING Esnir�- URFS EQUIPMENT PACKAGE SHOULD BE BROUGHT TO THE ATTENTION OF THE ACCOUNT COORDINATOR AT TRANS THF SUCCESSFUL HVAC CONTRALTOR SHALL PLACE THE ORDER FOR THIS PACKAGE DIRECTLY WITH TRANS NATIONAL i NATIONAL ACCOUNTS. ACCOUNTS, THE HVAC CONTRACTOR WILL BE RESPONSIBLE FOR EQUIPMENT VARRANTY, DELIVERY COORDINATION, RECEIVING AND INSTALLATION AS DESCRIBED IN THE SPECIFICATIONS. 1'=•E_.F;1h1 .T CLOS. I�lll ,'�:IF::t1.�,� Itlll=r:��:�F,1...� EQUIPMENT PACKAGES �L1MP�T_Il�ttlEli! �� -c,.-q� INCLUDES ALL ROOFTOP HEATING AND AIR CONDITIONING EQUIPMENT WITH ALL ACCESSORIES AS THE A Y_-OW ED, PACKAGE WILL BE BILLED "iRE'CTLY TO THIS DOES NOT RELIEVE THE HVAC CONTRACTOR r 11.1. OF 45 SPECIFIED ON THE ORIGINAL. PLANS AND SPECIFICATIONS, OF HIS RESPONSIBILITIES DESCRIBED ABOVE AND IN THE SPECIFICATIONS, •u.... «rw...• - '..,- - -.—.At __...y..,...,_y.-:.._r ..:».+»x:...,..i..r»:._....r<.;......_..> ..'.4.:nt4s_......., .....Mw.ddk:,__.....,� + r„�r+.w+wu/A!•hM9Y�l4iA......ro....,...r•►+.i,:,wi+M.......�w.........__.,ws...-....•..,,._+,...»-.......,.,...._......_.,....»................r.rrr_- _.....•... 1�_._.....- - ...,_.-.. . _ t _..._. ` A11`II/I111I111 111f111ll111111 t11�111I111Il11 IlII111I111'tll (Itllflllltitltlt{II1{tI1{1I1I'i'Illtltllll111111{IJill IIIIIIII�tIIIIIIIIIIIII 11111111111111111'IIIIJill 1111111:IIII�IIIItll�tll ( I I NOTE: IF THIS MICROFILMED � � � — 3 "•.'�.-..�_" 5 � 7 _"` �_ __9 I�� --�� I = DRAWING IS LESS CLEAR THAN THIS NOTICE, IT IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING, OE 62 132 12 92 S2 b2 E2 22 12 02 61 BI LI 91 51 bI - 1 21 II O1 6 9 L 9 SI. t, 'I IF 2 ,t11I111111tIlIUIIII111I1tt1{1NIIIIII�IIIIIIIIIIIIt1I111111111I11111SN1ItIII{IlttIt111�I111IIIIlI1111IlIIIIIIIIIiI11IINIIl111111lIIIIII�IINI11114i111I111111NII;t 1!!. ,;isl.IlllUIIIIIIIIIliI1111II111IIIIlIIIIlI111IIIIIIIIIIIIIIi111111III11I1111f11ll�11lIIIIIIUIII�IIllIIIIIIlIII11I111>.II(� I APRIL 1 � 9 1 F#SGtlBiti31 u'Ai ,nidY'.'_..k.e.elnmatli.�1.Z 6.J, :J7b!!W'L tl ..,v,rl4lrnSE . aoV".i. �ua y,,, _•i� j j�$r �' : .. _ ,y.Y 1;,,,•.-,71 ua.tiAJ1ki53S3ou'Yy„1• 4 lit opi In 04 • { u� -- - PLUMBING FIXTURES _ NOTES DIFFUSER SCHEDULE MARK DESCRIPTION , r - — ---- — - _ H- V. A. C. EQUIPMENT SELECTION TABLE URER L _ H.V. C.W. WASTE VENT -TRIM _ NOTE A, PROVIDE TWO STATE OSSF75-300E OR APPROVED EQUAL, GAS WATER MARK TYPE SIZE MAN'F L MODEL DUCT TYPE MANUFACTURER L NQ CFM T S.P. HP HTG IN HTG OUT CLG CAP EER_ WEIGHT ELECTRICAL -- _ _ NOTE HEATERS RATED FOR 100,000 ➢TUH INPUT, 75 GAL. STORAGE, AND A LAY-IN 24'x24' _ :> P1 WATER CLOSET AM, STD. ➢2477,016 W/FLUSH 1!110 - 1 4 2 W/WHITE SEAT L CARRIER 2, MIN. 286 GAL/HR. CONTINUOUS RECOVERY AT 100 DEG. F. RISE. PIPE _-- H L C ➢ HVS 8 12 A TQIt� _ __ - - _ - - PIA W.C. - HANDICAP AM STD. M2477.016 W/FLUSH ➢110 _ 1' 4' �' V/WHITE SERI p HEATERS IN SERIES WITH VALVED BY PASS AND TLP VALVES ➢ - --- NMI c PIPED TO DRAIN. _ - w P2 URNIAL-FLOOR TYPE A14STD. ➢6400A14 W/FLUSH M186 1' 1-1/2' 1-1/4' '- ELECTRONIC IGNITION REQUIRED. C LAY-IN I H L C B kEF5-T AS PLAN C TRANE ➢YC-(�10- fE3- 3000 0,60' 2 l50 1P0 - 23 MnJ 90(7.5) 8.3 1000 1014KV,44AJ208,21A/480 L2 LAV. FAUCET - AM. STAND. ➢2379.063 1/2' 1/2' 1-1/4' 1-1/4' PRE-MOLDED SINK BY OWNER D D IN TILE 12'x12' H L C #; RM 6'-10' D TRAWE t'YC. -IoZ- - - D Ik 3 Acv 3400 0.60' 2 250 1 103(11.5) 8.3 16M 11.4KW,50A/208,26A/480 L2 P3A LAV.-HANDICAP A.S. P3-ALL PIPE INSULATED 1/2' 1/2' 1-1/4' 1-1/4' PRE-MOLDED SINK BY nWNER 2,D B. FLOOR DRAINS IN DISHWASH AREA TO BE 1 INCH BELOW LEVEL ---- , FLOUR AND 1/2' IN ALL OTHER AREAS. E LAY-IN 24/24L24/48 EGA CRATE AS PLAN E TRANE II�Gp-►SD- ft 3-P,-WL 5u 0.60' 3 300 223 15UU2 a4 2 1208,33A/ L2 Lj P4 Ii14ND SINK _ �_-FURNISHED BY OTHERS-- 1/2' 1/2' 2' 1-i/4' 419 -- - -' -- _ z C, f,Ru WMoN FA�I�t-T I��S�►�d�.`f rtov�oe� g`r EG LAY-IN 24'X24' FN,C HART LF TRANE B'YGp- Il�iD- kwL l�voo 0,60' 2!3 300 "252400 /2 P5 CAN WASH FLOOR SINK WADE M V-9143 V1fH SEDIMENT BUCKET 3/4' 3/4' 3' 2' W/ANTI-SYPHON VALVE 1y aGg j'p5'�LE� c��MP�E-.rte t5Y ?Loo- 44ZIL 8' - 12' = - - T,3,Ljj) BS _ 08,37A/4 1,2 - a P6 — GREASE TRAP - U. A c.tax Ftd`��.g �Yoc�b l►.� a�t.�p _ - --- - - w v -- --- - - JOSAM 11JRC - 3 - 4' 3' '� �`.Y f�.G. V N S n� W 1 s� Nom-'a -- _ L� O TYPE 'C', 'D', AND 'F' TO BE OF ALL ALUMINUM CONSTRUCTION - O c�0 H. V. A. C. EQUIPMENT AND DESIGN SCHEDULE � inMECHANICAL SYMBOLS ----- --- -- wu)zw ZONE TYPE AREA HTG LOSS HTG GAIN PEOPLE FA, REQ'D FA. DESIGN REMARKS NOTE W --- - -�-_ .- _ NOTES - __�- -- -- _ w � a; I �� h KITCHEN - _ 15 150CFM ��; _ 3 uj z Z N UNDERGROUND SANITARY SEVER 3/4' COPPER DRAIN/FILL PIPE 1. SEE SCHEDULE B FOR QUANITY OF EQUIPMENT REQUIRED. 2 L� SERVING - _ 50 500f - 850 _ _ 3 3 o ti CONNECT TO PANS Z O o o A SS - SANITARY SEWER VENT 2. USE EQUIPMENT SPECIFIED OR OWNER APPROVED EQUAL. 3 �'_ _ BANGl1ET �'.ha ?�;�, 3 oG 0 _ _ _ D — DRAIN LINE 3. FURNISH OR INSTALL COMPLETE WITH SOLID STATE SEVEN DAY 4 DIVING - l 14-Z 4-z o 12 50 3 V- - VENT - H V' o REMOTE THERMOSTAT, FULL ECONOMIZER OPERATION, ROOF CURB, ETC. 5 f DINING ! (D(o l("u o l9!) d 3 � V a o a S CV COLD WATER SEE SPECIFTCATMK - 3 ✓ 0 HW HOT WATER (130f F) 4, FURNISHED BY OTHERS, INSTALLED COMPLETE BY HECK CONTRACTOR. - _ _ I TOTAL = �20 p CFM 3 ` o w to CHV---- CIRCULATING HOT WATER 1. I a Zo Z EzmmEz.. M o - V WATER MAIN BACKFLOW PREVENTER - TYP, G FUEL GAS PIPE 3/4 DRAIN LINE TO F.D. BALL VALVE - TYP. N -HS HR -- HEATING RETURN HEATING RETURSUPPLN _ EXHAUST FAN EQUIPMENT AND DESIGN SCHEDULE N y � a a _ � o �a . - N N w p CVS CHILLED WATER SUPPLY WATER A I�R1 �f L I�N C E- " -Xv A MARK SERVES EQ,NO. MANUFACTURER L Na CFM SP HP ELEC CONTROL ACCESSORIES _ ND i E _ 1041:11 ::16' ' r EF-1 IIID 0",-A�_A ` _ 4150 ` ,S" Z 208,/3 INTERLOCK V/SF-1 `' $ & " N CWR CHILLED ',�ATFR RETURN SUPPLY 0 o z J _ - - CURB BY OWNER( 4 M ` BACKFLOW PREVENTER ka N IT FSE � � Tmw~ EF-2 FOOD - �„R►F.sir� ► �`r*-15 4150 1,5 Z 20$�/?� INTERLOCK V/SF-2 CURB ?'Y OWNER( 4 z -- VALVE -- -- ' y , j. vpt_r 85p EF-3 DHVR �, ,1 '�%&D-3 IM I. '/3, 120/1 SWITCH BY DISHWASHER CURB BY KC. ~ a GAS COCK TILE PEDESTAL BY GEN, CONT'R, �' ' UNION tk V( 6 SO EF-4 LAVRM G (�K- 600 _1/8: 120/1 19> q* I N L CURB BY M.C. VI a a � v v 60 EF-5 OFFICE 66664-)F}EeA o�p I 1" � 81 20 1/50 120/1 ELEC, SPEED CONTROL BACKDRAFt DAMPERCAP " � N co °N o ---� DIRECTION OF FLOW UNDER COUNTER FLOOR DRAIN TYPICAL____--o'� / EF-6 LOCKER �► - _ 4._ ,�'1. �G �- 1 Z�� v►4-�JN�ioGK SP 1 �-7 80 .20 U50 120/1 ELEC. SPEED CONTROL _ BACKI)AFT DAMPER, CAP 4 = a F �V HOT WATER (160' F) 1 'rt,'� »j Qv SF-1 FMD (.-Kf£ 3043 'Z �/� INTERLOCK V/EF-1 CURB BY OWNER(26X2ti) 4 b Y u r { N - _I E�I� QST!SD. 1.o ( / Z o -- - - - UNDERFLOOR PIPING I .__. SF-2 HIM (��_�Rig�e , F-IST)- 3043 I,o 1 %Z zv8/3 INTERLOCK W/EF-2 CURB BY OWNER(26XP6) 4 � � u � PEDESTAL PIPING DETAIL 0 00fl 8� TF-1 HOOD � ,� � l�,o .8 rr 120/1 INTERLOCK V/EF-t dt HANGERS BY M.C. 4 1° � z � �o .. _- a TF-2 (, (��F.E�J .� VC,- z , •7 1 120/1 I l _ HANGERS BY M.C. 4 DISHWASHER \A) 1 ff-8 OVEN G&E-OJ Mw'g aftto (,Poo ,50 �4 120/1 SWITCH ON HOOD CURB BY OVNER( > 4 �d- TEit HEATER ]' M oo AD-1 KIT, MARS AIR DOOR B42CH 2550 - 1!2 120/1 SWITCH SIJPPLIE� BY OCB,INST`D BY E.C. p� SET AT 130 DEC, F, N.C. � SE — �Aw Ijow �CZ), �. g w 1 VMILD D WATER SUPPLY1 U24 1 OR:flcje -20 )k C)o E SffTM AL ) 111�� I yr _ 1 1/2' 1 1/2' N.C. WATER HEATER 11D 700 100,50 4A-.oO- SET AT 160 DEG F. * 11JZT-e- l l'TE1.?'� EO' J/ EF-3 I= ANY FRESH BY— PASS SCHEMATIC �� ` �� ff-1 6 ff->' an me CaNTX " � NRD MM Caur�ITER�'LASFm+r* ,Y NECH BY NE!]L � 34 COff'R.-Tl'P. ALL R�TOP EWIP, COfT�.-TIT. BY KL DISIJ<J1TED 21` v&ot UP 4"x.01 2"Vf.IU( VP DucT 2@ -- isro 18/1 9' DOM, Z BOLATORS BY PRoUIDE ADO1?Ia.� .. �lE.�.yTl�cyw►-' - ,�WIv� 1µR , 13'DIAK y fv� �OC7P+ �I�ct1�J'S h'�S TF-1 Ila I a�� Im AT CELM LOCATIDIS � ' NIIO HEARS �� _ /STALLED AIM FLTERS 4'xtS'x72' STApi.ESS / STY-a DUCT BY OWNER h OMB BY NC. TI' 0L 3,. 7 mm HOW R!i aj FAZE WLL E F11)>K1�B O'TN"o FITM 4X_ YD DI.STALL THE /STALIdT�I TNI11 EAlA74m ND ALL SACT SV1T01 _; COPLETE -� ,A4' y lr 1A�t 1 BE W11= 13111111111'71. " \ V �1 Y yr 4" Fes•!•:-r. (0"r-0, t MTAUM =01 N LL MJ OW DAUM A=33 ! ! _'--N=L HERBS- Is 011x. At SEOI ON ilflsi.B SQ IMIMMIiii + f 1 T"',AL ABOVE STAN= I " �..� >t SRT ML'1sou BE IL M BALV. 1101 V/L1raJIB T>ri1T Eow1t1fT COMER DISHWASHER BY r WM Alli MW OR M EVERY = FEET NO AT SEE ELM Illy 01fERS KITOD %FKJE t F. 6w LIZAT1 FAM F ALL 4„ ,� / � 4,4 n� M �fl1lX R �► lTALS FM' 4. Il>= 10 M lM1.AM 610 OR NMI Boo >(lS L,. V G.o. I/4 \ �V 9-91 P•`d I #" COMM.= F10 I NO /STALLED P .ems' y �'�" KITCHEN HOOD DETAIL DISHWASHER EXHAUST DETAIL �s11J K Y L � WASTE AND VENT SCHEMATIC P PMIT 1',105., PL)F'9(.)(:)1.69, BI.JF'g,ii(,)172 mw NOTE: IF THIS MICROFILMED 11111��ilililllililili�ililillllTl�l�lililolilililil�l��1�1��1 - I 2 3 4 5 6 7 8 9 to II I t DRAWING IS LESS CLEAR THAN ' THIS NOTICE. IT IS DUE TO THF QUALITY OF 1HE ORIGINAL ' DRAWING. OE 62 92 12 92 S2 b2 E2 Lt IZ 02 61 el LI 91 sl of EI al II 01 6 9 L 9 s t' E 2 1- w � A APRIL �. 1 1991 I � 2 415 (AD �� _I i W tit •� � w 0 ME{ 5 A 1.6 AILIt� 127 Ct4 PANTRY 4 P `'0S AIG. TILE -01AFF. LAP T. _. t __.. i -- t Ntr _ ► Y r Rv� h251 _ 2 AG TI r tA 0 N�.' � � �t n Im'- � Art I MCLStvt SIS L.N"�'°'b • ' d L ' _ _ _ _ _ _ __ �.__._. . I. . _ -, _ 3`7 30mum sox=-ZT T_ O ai T>�LE 'TOPS �CA'1 TAB1�E T� • _ -._ _...._.._. -�- � IGS T ._...._ ___. _ _._.-__ ______. ._... __ ..�__�_. _._ __.�_ __ . _ - + __ -- i '� "� ;' . ■ I W ,■ i _ _____ _.__ __._ . I _ 06 I 1 I us zCID #00I g r. -lik It 4 AiO �4 140 is , tIr -0100 _. _ 5 w _.. r1 ., CL ,cls TILL '+Z' AF ( a' •• I >�S I 3 rj h p•G, 4 1= PA r . i lu t17 I ' IZ �� IGS' ` - �- ji; WWC t0 lt't4 k k P f� - - p ■ 1 IdC. ��.. p Ftt _40 A 1 _.___1 _._ A*o� .ISL. A _ -i -- ,�--- - �- � . ■ I i raj► Fa 4, _. kt'S A V IAr 21 1 i. j i .. I ss q '-Z' EI�aE �O�l T - I _ _»t -r . 14 T L i.. TILE 01 °�' ,4.IPF. ■ ` ltd I , _ '1 I ■ � 1 1 k ZI �"21� lj 4 4 8 a , _ �_ _.__ _ _____ _. 00 _ - _ — I � �I A k9 000-0 0000 p` _ — T _.-_. J F4 CN:ICKEN TI �' ' i - _ _ _ LPI ♦ EI G4 .ERr q� , - - -- - -- - - - �a r � 2 2 k 2 - 19 M 19 TI a ,ar k t I�-t 1 41, 3 0441 i �► { -- - - - - - o z i. A 2 kNo. �- 2 k 4oo� -- --- , -,� - - =-- , _ AC. Tl SI �'-C` 'F. � ,�'.- I t /� cj c7 A.C. TILE -4 a fO AFF.'' r TAW T - - ---- i TI al 1'- ' I 1�\ \ 'F ■ \Fr .'I �� a U)O 110114's cc X18 A� \ 2 � 3 2 3zy Q_ ,4c; TILE 'n s'-rb` � . .... nruo �2Iv p2co t�2V D As, - - - = - PAMttNG CONTRACTOR Tc7 FAMt ALL 1ilEt:ESbEU LKr�F•IT FIXTURE TRIMS, RETURN AIR GRILLS, SUF'rL'T AIR GRILLS AND ".AKER GRILLS. ,�,�. SEE SHEET A-11 FUR T IT'IC-AL FIXTURE LOCATION �p�.1`,.� 1/�i° : 11-101, �-- ._____...__._.....:_ "7 f'l�'�� lib, `��b27 SEE. SHEET A-& R.M Flu'TUW&- 6 -1EPULE AND 111 C f5MC.FICATlON T • I�"'k:::l�'iVl:F.'r I�aL7�' . !.-11JF'�'`�i'�:,r',1.F:a`�'., kt t..l�'q t�>�.i I.�'"? E ' rIl ►II III !II I ! ilr rIl rIr III III III III III III III III I t IIl1I11If1 III III III II III 111 III tll (It tI! III III III 111 !I! tll rllll�I ! r rllt I ! lull Illlil! tl! rlr !II 1 I I I I III I I I I I I I I I I I I S I I I I I I I I I I I I I I I I I I I III I ( I I I I I NOTE: IF THIS MICROFILMED DRAWING IS LESS CLEAR THAN THIS NOTICE, 11 IS DUE TO THF QUALITY OF THE ORIGINAL DRAWING. -- _ _ _ - -- -------------- �r�i OE 62 92 L2 92 W t,2 EZ 22 IZ 012 61 81 LI 91 sl bI EI 91 11 01 6 9 L 19 sII,. r b E z 1 oil 11111111111111 1111111tIIIILII111111111I11+111111111111111111111111111111111111!1111111111111111111IllIIIIII IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIuIIIIIn1n1111111IIIIlIl11lIlWr1111IIIIlIlI11IUJ!I1111IIIIIIIIIIIIWI., , APRIL 111991 - - 3 ) 4 ') 2� 2'I ! _ _ . -r VE d Q 3 -" J�, PAI.; X � v N ISA � 1..._....� �,,� _ � _ ... + � I Z (- � � z _ _ MAL _._ V_.. 1 � ""' _ _ L Ll _.—.._�...�_._ �000 �I � � -- w � _� � E-F-C U O JGc1111 XL1LLl. 2 ( Z -- rn ! I I � � I � 00 ' ; 1�.'CO F � ;, �� ,, ,� �� . . � � n� ,�•; _ ANT _ _ n� ! �� I ; C_�►1 LANs �-- 0& 0 z LLI Lzu Lu .L ZO c — ZL (V i!/lt. ,� >✓ C) U '� I ' I \ � las d I� ■ I - w Mo _ 1 Ar P1.ANTER Ll . f ae•C l Q y . dc �I (` CONDI T8 -31LVER PrA [ 1 - ----, ` -► - I i I 11 7, N I log ■ I 9 <_or'jvC.►JIF._.ocE. �P �?Y I ;,I l (- I � 1 � x � C p� 1 I � � •`� yz � ... .. u. oii -:F DININCs ROOM � t '� �vpL No, 5 BEVERAclE P�� I M ►18 12o M-511 il _....._...____. eub I I r I r 5� I I ��- s �__.�._ CART CEE ( _ ; n] til �l1 G02 1228;. ... 1. • I �. rr` 5 ao 1 0 __j 2�c I OD(o 0.0 118 120 Ilb 1! � Pry tI,VAC po,4- Jo HLlFFET _ ----E1:1---D121._.- 1 -S WAITIS r Go __ �___ ___.r_ - r- -. .. 11► 12 126 I , = El ul 9 I / BEVERAIGE ICE MACHINE ft v on, C VJK Gi�IGiGEN TT MOP SINK _ - -- - �- 120 LOCKER _ MTT i . I1iD Ib1�tIJA3NIhKa POT WASH —___ 131 PLANTER rl r--i �t72 7 i P OI -3- S�UF''T('01 Fag, FIi..)I'9('(:t l 72 w 4 `I f' t7 r_� n .. y,yy I ! ' ,' ,;�,11�1►l�111111�11,�,1,l,III�II�,111111II1ti1111�1111111l1111111III111�'111I1�1;}1iI111111111111 1� iI�IIIIIiII!IIIIIIIIIIIIIIII�It�llilllillli!IIII�I��I�I�I�I�Ii'l1IIIIIilililil�'�1�1�1►,�I�!111 � •.��' will 1"ll 2 3 4 5 6 7 6 9 10 I t I NOTE: IF THIS MICROFILMED (---_— DRAWING IS LESS CLEAR THAN f THIS NOTICE, 17 IS DUE TO THF QUALITY OF THE ORIGINAL --- --- DRAWING. L1� 62 9Z LZ 9Z SZ bZ EZ ZZ Iz OZ 61 BI LI 91 SI bl E.I II I1 01 6 9 1 9 S t' ��!1lIIIIIIIIIIIIUIIIIII�Iu{IIIIIItUllllll111111l1111111!11111111�11�111u1tIii►il►rn!1111IAIIi111111U11{111111111111�►11111!,I►I11111IIIIIIIII111111lIIII!3111!IIII!III111IIIlNU�NIIINII�IN1111NII11111111�II11��Ul1111!IIUlI111111�1lIIIIII1llIlU1rII1�1111IllIlU11lI1111�IIIIIIIII�IIIJ APRITA1991 • ______ ______ -- __ ___ , __ ELECTRICAL DETAIL PAWL VOLTS 208/120 PHASE 3 MARE 4 MAIN CAPACiTY ?7E+ AM ' NUMBER PAMEL VOLTS 206/120 PHAS/1 3 WME 4 MAIN CAPACITYNMIIUER 22S AMP6 PAIL. / VOLTS 208120 PHASE 3 WIRE 4 MAIN CAPACITY ,?_?_5 AMft ci MOUNTING RECEbftD FEEDER SIZE 2"-4'0 4/0 CU MARI CONNECTION ML.0 MOUNTINIG RNCNW*0 FEtIGR &ME 2'-40 3/0 MA1NI CONNECTN)N P;Nmm Nvmww FEEDER SIZE 24-40 3/0 CU MAN CONINECTION M60 0 wLn Lo comw OVA= CN 11' NOW IIIIIIIIIIM111111 -- ') LOAO GWAW am= Down LOAD LOAD 10 Lr co') I CUSTOM loms Isom 15 ui a 2 uj '�; 'oo Fic�flz, -ZP,35 b#-Ie,- 274 F-F-5-e f�ra')EA I1 I PANTRY COOLER #31 IIAA 2-*12 IF, 20 2 'jZ 4 3 CONVECTION STEAMER. IM9 26A 4-08 3P, 35 ��A STEAM KETTLE @23 4 3PAro 4-ID 5 I*J*,105- 110 3P, 2514-SIO 20A DISHWASHER *2 4 w o IIF, 15 2-412 5_3A DECAP. COFFEE 5RELUER M14 6 • 5 PMTRY COOLER COMPKUM'31A 1,13A 4-M2 3P, 15 7 UNSER COLNTER IREFRiG. 001 &A 2-012 1f=1 15 IP, 15 2-012 -6.3A Dex�NP CoFVJ�g epau#114 a • 7 9 (1) COLE) PANS h03 4 (a A 2-012 110, I '3 9 @IS 26A 4-% 3F, Y.; 10 CONVECTION STEAMER 3p, 40 4-08 30A STEAM KETTLE 023C 10 9 Coc" COOLER 038 IZA 2-012 IP, 15 3P, 65 4-% 48A DISHWASHER TAW HEATER 12A 10 3F, 30 4-OVIO 224 ICE CREAM DISIR.-TWIST 0126 12 R 12 131 (2) ik_ATr= -LUARMERS *106 15AA 2-M2 IF, 20 W, 14 uo 0 - 14 13 cow COOLER c01"M9;em0R W 4.6 A 4-*12 3P, 15 IP, 15 2-M2 W -C . Is (2) PLATE WARMERS 0106 ISAA 12P, 40 3-010 254 WATER BOILER #5'5 5A DISHWASHER EXHAUST 02B U m 0 2-*12 IF, 20 PpmssuRE FRYER o2o .35A 4-08 3F, 50 n 0 8 17_. 3F, 25 4-*10 19-A ICE CREAM DI5F,-"1V15T M26 Is 17 2p, 20 3-*12 SbA PASS-THRU WARMER #28 > _-S "T FNN5 "� 10cl 18,4 1S 17 FREEZER '1311 41A 2-M2 IF, 15 10 10 _ 0150. 2F, 40 3-*10 128.6A COOK 4 WOLD 02s is 14 20 19 r.) N 20 21 20 ut 0 22 FREEZER PAN COIL 03S5 524 3-012 2P, 20 2P, 20 3-*`I� 9.fp A PASS-THP41 WARSIER 028 V) 63 3 (3) HOT FANS 0108 4 MOS I f5A 3-41a 2F,2,5 21 . PRESSURE FRYER n0A 35A 4-*8 3P, W n 21 1 1 - ? a a a-•M 25 3P, 30 4-010 22A ICE CREAM DISF. 0125 24 231 24 n IF, 20 2-012 144' MIXER #33/SLICER #31 24 V � p - 26 25 (2) FRYERS 022 4A 2-012 Jim, 15 3P,15 3*12 1" HOOD SUPPLY FANNZ) . IF, 15 2 u., 27 25 MiEEZM C0MMQf&" @39A IZA 4-012 012 3p, 15 012 8.2A MIXER *32 1% in m z HOT PAN 611OKBA 15JA 4-'M2 3F, 20 IF 26 :x 0 0 A. , lg� 2-'OM12 11 -A BEVERAGE 0118 28 27 CONVECTION OVEN 021 S A 2- i2-- IF, 15 2F, 40 27 IP, 20 2-012 CUTTER 0.30 28 u 29 IF, 115 2-"12 11 A BEVERAGE IM18 2-'MO 24A BAIN MAFRIE $26 30 ft CONVECTION OVEN 021 C3 A 2-M2 IF, 15 _ tz tn 31 29 CHICKEN COOLER 040 1AA 2-012 1P, 15 IF, 20 2-012 13A WCT WATER NEA 11MERS 012 3011 WLI U, 32 31 CONVECTION OVEN *34 SA 2-012 IF, 15 2P, 40 2-@10 24A '63AIN MARIE '026 $1 IF, 20 2-012 1214A . PROOFER 053 321 33 HOT r,-"AN fI0cJ5 1124 4-012 3F, 1 c� IF, 15 2-012 25A Music: SYSTEM SS&A E-YA4 AL)5r �ko�#55 lAk 2-'*12 (p 157 841 as CWkXEN CZMmW6" %ft 3.2A 4-012 3P, 15 IF, 15 , 2-012 5.1A VEGETABLE SLICER *46 34 V) 0 t 38 110, 20 2-012 8A RECEPTACLE 0 &9RVNG LKS 36 of —1 2-*12 7A DOOR f5UZZER/TMRJbo 36 ee IP, 16 z X 37 4J,,GA,71;J1> W pr c":*115 IF, I ILK DISPENSER 41113 38 u 104 2 IF, 15 2-012 2A M IP, 20 _iAcmLwNERAL RiEcEPTACLE is Lr, .j I 1391 1, lei (c,-A Ice MR?ro-:,rt,�O izo Cz_�_ 40 3PIb 4012 1A HOOD EXAUST PAN 97 2-012 t1.1 COF'FIF-E- 39 HOOD EXHAUST FAN 1A 4012 3P,115 � 'u"', U ICE MACHINE 011 18.5A 4-010 3F, 25 20 2-012 DA GENERAL RECEPTACLE 40 L r4 T 2,012 -1.2 A WOOD TRANSIFER FANS !al ., IP, 202-012 AA GENERAL RECEPTACLE t42 'A L�IL r"', Tco I< PANEL VOLTS 208/120 PHASE; 3 WIRE 4 MAIN CAPACITY 225 AMPS PANEL NUMBER VOLTS 208/120 PHASE 3 0 4 IMM CAPACITY Iffet-4' Air-" VOLTS 208/120 PHASE 3 WME 4 MAN CAPACITY2,00 AMPS ai MOUNTING Pmrseeno FEEDER SIZE 2"-40 3/0 CU MAN CONIIIIIECTION MLO FEEDER SIZE 3 - 3"40 400- MCM-THW-CU MAN WN49 AMR MAIN SWITCH we 716wo FEEDER SIZE MAIN CONCTWN Mi.0 comw W-M GrAw am Lom �Nt�lmlt J mm ■ wtrs■t LOW I L-IGHTS-KITCHIEN 11=1111 MA KW NO KW PM 9W I_ 2-012 IF, 20 IF, 20 2-#12 DINING ROOM LIGHTS 2 1 AIR 3 LIGHTS-KITCHEN 2-012 IF, 20 1 PANEL PP-1 225 SEE PANELS L4.5 L+3 24.`5 AVs4U&e:P DOOR S53 4.3A 2-012 IF, IE) f_ 210 2-012 NICD-!T LIGHT5 IF, 20 2-012 1 DINING ROOM LIGHTS 4 — 8 IP, 15 2-012 DA OFF 5 LIGHTS-KITCHEN 2-012 IF, 20 1P, 20 2-012 2 PAf4KCPP-2 225 3 502 15 ICE COMPUTER TEFF!" 011 4 - - DINING ROOM LIGHTS • 5 VESTIBULE HEATER 14,5A 4-M2 3F, 20 IP, 15 2-KI2 5A TIME CLOCK O'll 7 LIGHTS-KITCHEN 2-012 IF, 20 110, 20 2-012 DINING ROOM LIGHTS 8 3 _FANEL PP-_3 225 3 W99 ZOIA ZOL9 - 4 PANEL PP-4 3 7 9 LIGHTS-PI514WASHING 2-012 IF, 20 !F, 20 2-012 DINING ROOM LIGHTS 101 9 2-010 If, 20 10 11 L IG44TS-D ISHWASH ING 5 PANE,;_ LP-1 225 3 Flo 1- d rip 2-012 IF, 201 -IF, 20 2-*12 DINIWS ROOM LIGHTS 12 6 HVAC UNIT NO. I 4-ci IA CA 3 (1'5) 05) 2-010 IP, 20 lil,,2vi 1-* 13 HEAT LAMPS 2-*12 IF, 20 IF, 20 , 2-@12 DINING ROOM OLIGHT6 14 ?. 6 Z'- 8 15 HEAT LAMPS 2-012 IP, 20 1 - 7 HVAC UNIT NO. 2 4-c)� _5__ .391 3. 8 3. 8 16 SIGN51 2_1mo IF, 20 ice, 14 17 COLD LAMPS IF, 20 2-012 DINING ROOM LIGHTS IB HVAC: UN I r NO. 3 44, 3 2 IP, 20 ills 2-012 IF, 2 - 0 IF, 20 2-012 DINING ROOM LIGHTS 14 — 17 19 SERVING LINE-LIGHTS 2-012 IF, 20 9 HVAC UNIT NO. -4 71,(o 3 2*10 1 CA /0�avr-*' IF, 20 � '7-@12 DINING ROOM L GHTS 20 7 7 1101 ULM 2! ��egE "epl 2-012 IF, 20 f, 20 2-M2 BANQUET ROOM LIGHITS 22 10 HVAC UNIT NO. 5 P1,1�m(A 3 SPlo 2:01 21 SERVING LINE-LIGHTS Lo 7 (0 . 7 23 SERVING LINE-LIGHTS 2-012 IF, 20 IF, 20 2-012 BANQUET ROOM LIGHTS 24 tl SPARE . 100 3 25 SERVING LINE-LIGHTS 2-012 IF, 20 IF, 20 2-012- GLOBE TABLE LIGHTS 249 27 SERVING LINE-LIGHTS 2-012 IF, 20 IF,-20 , 2-012 CsLO15E TABLE LIGHTS 28 SYMBOLS - — __1 29 SERVING LINE-LIGHTS 2-*12 IF, 20 1 " 20 -012 GLOBE TABLE LIGHTS 30 RECEPTACLE (OR) SERVING LINE-LIGHTS IF, 20 oupLEx REC1= LO Pusm> DISC47,NECT SWITCH 31 2-M2 If= MAU RESTROOMS s FAN 32 SERVICE RISER DIAGRAM RECEPTACLE POLE, 206 V. = QUEUE-UP LIGHTS 2-012 20 IF, 20, 1 2-M2 GENERAL RECEPTACLE $4 Z MAGNETIC MOTOR STARTER 35 QUEUE-UP LIGHTe -2-012 IF, 20 'IF, 20 2-012 GENERAL RECEPTACLE 30 FEEDERS - SEE PANEL SCHEDULES AND DRAWIwsS D.R. - FLOOR MT'O. CONTROL P�V41EL 37 QUEUE UP LIGHTS 2-012 IF, 20 IF, 20 2-01? GENERAL RECEPTACLE 38 OR - SPLIT WINED 39 QUEUE-UP LIGHTS - I — SEIWOCE DOOR BUZZER SWITCH 2 012 IF, 20 1 .11=, 20 2-012 --- EMEFCsENCY EXIT LIGHTS 40 BY LAND- I$ D.R. ON GF.I.C. 41 M0yffMECkWC/0WCE LWM 2-012 IF, 20 IF, 20 , 2-+12 EMERGENC'T_' LIGHTS ifM A TELEPHONE O(JTLET BOX 4 CONO. L PECEPTACLE, 3 POLE, 206 V. JIM PANEI_ OR ELEC. EQUIP. LIGHTING_ FIXTURE SCHEDULE MOTOR CONNECTION s SILENT SWITCH _ _ COND, 4 WIRE, ARROW mHOME RUN sum N&" me mom ow LA� MJL"T IIIIIIIIIISCIAL a WTU ANCTION 15OX UHOEWLOOR GOND. 4 WIRE I — LF-i PP-I PF-2 PF-3 '--1* 4 A- DOWN LT. RECS'D HALO owisT401P R40 120 WW AND 135W 1)2- MDC L[:] OIbC4)NNECT WITCH W.P. WEATHER PROOF 5 EYEBALL RECEI'D HALO OH16T15P R.30 15W 112 AND 1� 1000AMP C, COLD LIM. HANGL3 BY O.CB. PAR38 COOL 100W 1,2 L MAN SWITC.44 D CUSTOM HANG'G BY O.C.M. G40 100w 1,2 ELEC. CONT'R. TO PROVIDE ALL FEEDERS HOOD WIRING DIAGRAM c) E I EXIT SURF. LITHONIA VXSIR 2 0 T to 1/2 2- E2 E-:MEF;r-z'Y SHELF DUAL-LITE OML2 W/RECEPTACLE 2,3 AND PANELS CCS FI -,---FLUOR. SURF. LITHONIA 02UJA240A F40 ENER3Y SAVE CW 2 y CJ5. EP.41 30 F2 FLUOR, LAY-IN LITHONIA *2G2404 F40 H.P.F. ENERGY` SAVE WW Z FEEDERS MAY BE UNDERGiROUND F-OR NEW CONSTRUCTION F-4 FLUOR. LAY-IN LITPONIA 02GS440A P40 V-7 H.fzr-. ENERGY SAVE WW ?- - I H ' HEAT LF. RECS'D HALO OH140T 1��Ok W. I D 1 1,2 LANDLORD TO pm MED. 10 PEAT 25OW RE C114CUIT TO LVERIFY EXACT LOCATION WITH ARCHITECTURAL CEILING PLAN r7w.,,�VIDE MOC AND APO LOCAL PU&4 BUTTON Er-,02 3 0 2FIXTURES BY O.CB., INSTALLED COMPLETE BY ELEC. CONT'R. MAIN SWITCW - V"PY C40" GUTC34 AT HOOD 3.PROVIDE RECEPTACLE FOR EACH EMERGENCY LIGHT 12' BELOW CEILING AND AT PANEL 'rP-26 Tf.02 - I ?(0169, 45 0F* F: v ................. I11111111111I1l11111I1111111I111�111I111I11sIIIIIIIIIIIIIIIIIIIIIIII111l111111111I+1►IIIII111111) ;. o NOTE: I,-- THIS MICROFILMED 2 3 4 7 8 9 DRAWING IS LESS CLEAR THAN THIS NOTICJ, 11 IS DUE TO THF QUALITY Of THE ORIGINAL DRAWING. OE 62 92 L2 9,7 r.2 fpz C2 (72 12 02 61 91 LI 91 cii t'I E ("1 11 of -6 9 1 9 G E 2 1 APRIL 1991 2_7A TPHAI