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13299 SW PACIFIC HIGHWAY-2 GENERAL INFORMATION PROJECT DATA SHEET INDEX' NAM OF PFIOJWP LEGAL JURISDICTION: CITY OF TIGARD SITE HOT 'N NOW STORE86-0040 BUILDING CODE: 1990 OREGON STRUCTURAL 13295 SW PACIFIC HIGHWAY SPECIALTY CODE COVER i;OVER SHEET 11-4--92 TIGARD, OREGON BUILDING AREA: 827 S.F. SURVEY 60UNDARY AND TOPOGRAPHY (`,IIT 1 ` ) 11-4-92 A'A ARCHITECTURAL SITE PLAN 11-4-92 _= --- __ SEATING: NONE A1B DEMOLITION SITE PLAN 11-4--92 F l TACO CORPORATION PLANNING ZONE: CG A1C GRADING SITE PLAN 11-4-92 1701 VON KARMAN OCCUPANCY: B2 A1D UTILITY SITE PLAN 11-4-92 IRVINE, CALIFORNIA 98714 TYPE CONSTRUCTION: V-N AlE SITL DETAILS 11-4--92 REQUIRED PARKING: 4 Al F SATE' DETAILS 11-4-92 AM 00NffrR 1Cn0N MANAGM PROVIDED PARKING: •1 (10 STND, 1 HAND) L i LANSCAPE SITE PLAN 11--4-92 MIKE RANDLES '_2 'RRIGATION SITE PLAN 11-•4-92 597 INDUSTRY DRIVE SITE AREA: 20,906 S.F -3 LANSCAPE/'. ' IRRIGATION DETAILS 11•-4-92 (2KWILA WASHINGTON 98188 06) 5�5-2539 REQUIRED LANDSCAPING: "57 -148 S.F. LOCAL AROfMC11% PROVIDED LANDSCAPING: 39% 8,112 S.F. ARCHITECTURAL PDG PLANNING DESIGN GROUP 122 SE 27th AVE.PORTLAND, OREGON 97214 SOILS REPORT !,2 FOUNDATION PLAN/NOTES 5-15-92 (503) 236-6000 A3 FLOOR PLAN/SCHEDULES 5-15-92 A4 ROOF FRAMING PL.AN/DETAILS 5-15-92 EARTH CONSULTANTS, INC. A5 ROOF PLAN/DETAILS 5-15-92 OODE"� 1805 - 136th PLACE NORTHEAST, SUITE 101 A6 EXTERIOR ELEVATICNS 5-15-92 1990 OREGON STRUCTURAL SPECIALT( CODE BELLEVUE, WASHINGTON 98005 (206) 643--3780 A7 WALL SECTIONS/DETAILS 5-15-92 1991 UPC A8 c3UILDING SECTIONS 5-15-92 1991 UMC REPORT No. E-5886 DATE: SEPT_MBER 1, 1992 A� BUILDING SECTIONS 5-15-92 1991 NEC 1991 UFC A'J 9UILDING SECTIONS 5-15-92 1988 ANSI Al 17.1 SURVEYOR 1991 ADA 28CFR PART 38 D.E. MARX ASSOCIATES INC. NON P.O. BOX 565 GRESHAM, OREGON 97030 (503)667-5550 C ZO""1O DALE E. MARX, LICENSE #2196 ELECTRICAL CCG ZON"Q UTILITY CONTACTS E1 ELEC. SYMB., SINGLE _INE DIAG. & 5-15-92 GENERAL NOTES si"NER: CITY OF TIGARD E2 =LECTRICAL POWER OLAN, 5-15-92 13125 SW HALL EQUIPMENT SCHEDU'._E, AND D=TA:i_S P.O. BOX 23397 E3 E'-ECTRICAL LIGHTING PLAN 5-15-92 GOVERNING AGENCIES TIGARD, OREGON 97223 c"4 GOOF POWER PLAN, ELEC. SnECS 5-15-92 RENAE SIMMONS (503) 639-4171 BUILDING: CITY OF TIGARD STORM: CITY OF 11GARD MECHANICAL 13125 SW HALL QLVD. 13125 SW HAL P.O. BOX 23397 P.O. BOX 23397 M1 HVAC PLAN, NOTES, SCHEDULE 5 -15-92 TIGARD, OREGON 97223 RENAE �SIMMONS OREGON 9722503 639-4171 H1 EXHAUST HOODS, DETAIL:' 5--15-92 JERREE HERDINA (503) 639-4171 X310 ) 77F1 HOOD FIRE PROTECTION 5-15-92 TIGARDMATER: TIGARD WATER DIS' �--- INSPEO'PONS: (503) 639-41'75 before 8:OOam P.O` BOX 23000 IIGAMIKE MILLER OREGON (573) R39 7281- 63516 PLUMBING RIGHT OF WAY: MUI,`iNOMAH COUNTY POWER: PORTLAND GFti 2131 SW SCHOLLS FERRY ROAD R D _f ERAL ELECTR C P1 WASTE AND VENT PIPING r'LA'� 5-15-92 14655 SW OLD SCH OL.LS FERRY ROAD PORTLAND, OREGON 97221 BEAVERTON, OREGO'd 9700T P2 PLUMBING PLAN `� 5-15-92 GARY HUNT (503) 229-5002 BRIAN INOORE 503) 6-'1--1351 INSPECTIONS: (:03) 229-5002. PHONE: GTE NORTHWEST PO BOX 23416 TIGARD, OREGON 97223 EOUIPMENT FIRE: TUALITIN VALLEY FIRE DISTRICT RON HOLTZ (503) 6200-2244 20665 SW BLANTON EQ1 FOOD SERVICE EQUIPMENT PLAN & 5-'5-92 ALOHA OREGON 97007 GAS: NW NATURAL GA...' CO. SCHEDULE DIXIE GROWN (503) 649-8577 220 NW 2.-'- ,A'JE. '� PORTL.ANL, OREGON 97209 E'Q2 FOOD SERVICE EQUIPMEN- E�7VATIONS 5-15-92 INSPECTIONS: (5C3) 526-2469 TOM SIMPSON (503) 721-2458 EQ? FOOD SERVICE EQUIPMEN; 5-15-?2 ?ATF' ELEVATIONS 5-15-92 FF1 �, HEALTH: WA SHIAG70N COUNTY ENVIRONMENTAL HEALTH ' 1..5 1. let AVE SUITE 200 ^.-� HiLLS90RO. OREGON 97214 VICINITY MAP SPECIFIC4 .-.-�C, •�? TONY HARRIS (503) 648-8722 _ZINSPECTIONS: (503; 648-8722 '' ::: fit Yl'�...L.� � ,_ a T 5i 59 CONSTp� ,---c� x_1 -90 EitR' "too.. , Z. .r - , yHE.,110 A:, 1r a .4 0 LiltLEGAL DESCRIPTIONOPTIONS AARCEL OF LAND IN THE SOU;NWEST ONE-QUARTER OF SECTION 2, TOWNSHIP 2 SOUTH, ! .' ' ,'�I Yr �'i ?. N� •'•,13 �� ' RANGE 1 WEST OF THE WILLAMETTE MERIDIAN IN THE CITY OF TIGARD, IN THE COUNTY I '' ' C- WASHINGTON, AND THE STATE OF OREGON. TIGARD i `� f• .,. ir —L__j I BONITA LF lEt h \ ZC _7y .... • wlt 1 1 j�.f.l n d C -' � n� �--� ACIVI/ ,� ,111,.lWLCtir7_�► 1 _ sli`�;�.�nt 1 � ......... .... ( I: • ) I..r " ICMcw .11 KING „c1 J1• • CTIY .Y. I,/ 1.r .r us 1.r r ! 7"•,,}y I .... a /i � u�..uuu4 Iw./rnl.o 1. 1�1 _— •,- �• rr► '•IN] I 1'. .� • LL rw � f' 11 1�' � • � .I I �.f.il..' ` .r i Li / 0 REVISION BLOCK ALE —i HOT 'N NOIR STORE 486-0040 PACIFIC AND PARK TIGARD, OREGON Planning/Design Group 122 BE 27th PORTLAND, OFEC]Oti 97214 Pho-o (503) 234-6000 BLD; rYPE: —nE. 931,I 1=`rar.:T F Tr HIGHWAY 2DC C(541ER SHEET DATE: gUTY OF X42 NOV y , 19®2 FA86-0040 IF THIS DOCUMENT IS LESS -T 11 III 1111 III III III 111 111 III III III I I I T1T TTF -rT. F11 11T III III III III 111 T�F 11 III III III III III III III ' 111 III 1111111III fl l IIIIIIT IIVII II 11 23 T j�TT� ( I I 1 1 I 7I I I I APRIL 2 3 �1LEGIBLE 'THAN '1'1115 NOTATION, _�_ --_�—�_� 6 7 8 9 10 11199`�_1IT IS DUE TO THE QUALITY OF — _— - No.3e THE ORIGINAL DOCUMENT, �Z 8� GZI 9Z 19Z �ZII £lZ ZZ�Z IZ IIII IIII III► IIII IIII (IIIIIII IIII 1111 IIII VIII►IIIIIII III. IIII IIII�IIII IIII�IIlWI 8211 ATliTlliewill Iull [111 illl9l� � l � 1 I a j WEST 1/4 COR. S£C. 2 WASH. CO. BRASS CAP W Z e °p SANITARY MANHOLE o I RIM+ 220.58 Ira ! PARK A VENUE \ 1" a 9h 6• \h. \ h 486.77 - - \y. - - --__ \e. ---- --- - - \1 $\ T, Do' 15 E. so w ago TT I$ ( N. 890 06' 00 E.) C - C INTERSECT/ON W I I 215.85 I � q (FAIR CONDITION o h H J a H OP - ---- HPD 4 NPD - Hl0- 0 SIGNAL BOX-% p .. -- - -- ' PAVEMENT 9\h _-_` \e?- -�--� ti \ 2 2 A p1 EDGE OF \ ti� CATCH BASIN ac SIGN ET IGHT STANDAR - h A. •• .G.E. PWR. POLE NO.83 - - �0• - -- - �,\ CRATE = P/4.5P __ _ - � CATCH NA SIN CENTERLINE OFolrcm FD. 518"IR. WATER GRATE: ?26.28 fhrml Z\ i TOPj P66.PO \B'' ' ('-N off ". �`1 0 i -- ��6 00 M E.) I` ME F R l� •2:4.08 . yX-A RM=R49.50 _ 200.8/ 896 0 08 25 E. /, -i BRASS CAP BENCH MARK /N CURB y e10 TDP T 4 Of BANK h Oe - tia \�' �, ------- - /100.001 CA TCN BASIN /SEE TOPO NOTES) - ---- - - ---- --- -- -- �' LIGHT STANDARD i GRATE r2/4.00 W/CONC. BASE L A N D S C A P! N 0 EXTRUDED '"�"^ , 2/3.69 '� � � . •� POINT OF BE6/NN/NB �� '' '+y CURB00 / �\ 1, ' t b.' " �'' -1P"DIA. SIGNAL POST 9L QQ� �' 4�X OP 1, Ey rRUDED CURB••••'' •, Q I . n . SIGNaL Sox TAX LOT / 6 Q' / �, _► O PROPOSED FUTURE R-0-W • , ' ,,' � G�' G y• OWNER! HARRIS ENTERPRISES, INC. Q. ti w •J ON G� STREET DEO/CAT E ZONE.' C-6 (GEN'L. COMMERCIAL) \\ %/ 6 O� D + 1240 O6'5l" op&- 'pb' N T R• 4e.00 :. G�1 A S P 2/5. 0 0 • `� • °c �, O '' . ; 4` �Q O •, /TION) L q /05.98 ♦ �� 214.80 g1b \��, o,Yr y OO 4N♦�O (FAIR COND CN+ 04.8/I " e . P/5.05 222.4 0 • ' S.200 40 09 E. • 1 (2/4.70) / ZQ .,Jot Q oQ� �4 • ti o �Oj '•' /7.5' HIGH ROOF OVERHANG �` 0 V� • • BOLLARD �� - - _✓' P/6. 2 • ' : . t/5.69 % y Q0 '�\ �► ' (TYPICAL)• r • - - �G. 2/5.84 ?2.15 P�� hh . �' (?/5.49) 0° S S Y �{ °� h / p P E ��G ~4' .. • . . /6.94• 216.53 F \ 224. 6 / PJ216.82 � (2/6.49 )'`R., 6 : TAX LOT /900SPC �' \O�pQ` ' • '� gh OWNER: HARR/S ENT£RPR/8t's, /NC. 0 ZONE C-G (6EN•L. COMMERCIAL) 6 �ZR.O ti .. /• H/GH CONC. RE 1 A/N/Nd WA L r , 0 ' EXTRUDED CURB p H A 1779 : A S T' ' ` 217. 43 a I fA/R GOND/TI N! ,• P •'� 217.70 r (zlr.28) A cm 41 6' L • , L,� \0 k r • ' _ • : I Ft' 1 ' �' 'G\�� ' " / GAF ti a. OPo ) �° \J •' o --� .�v ` � , rem N �' •• ° ��' � ' �h � n� �� ,. .1, lid - �_•�� ,:� .�, ��b�.�„-;b``'°•, �` �•,.,•I N �JO O • G �4r ,� \ P/8 B ••' �� j +Iw e- ^jf, ' s G ,�,, P/8,32 r a � s BA RKDU81• L A N D SOAP / NG �P ' 4) 218.56 �/ V� Q� ; L..... � a �.�r • ''�. G,jp \2 Q ' t2la 16) IT,D 41 G• • \ ' ' / 1' 1 i �,l,,- +: ti I 4 , i X IF 1 1 �`I'� a F ( 0 0 \� T . , �'f II 1:1 •,./_"_. 1 inn L• I� ,• r^,: ts.•. ;Y, l ky I.r ll.l�, ,. r LIGHT STANDARD Q SIGN POS • 3�, >` �3r 4) . 1 \0w 6 W/CONC. BASE W/CONC. 8A SE..... • „ 3 FT. CHAIN LINK FENCE•. r / T C IV .L IV' -T. `l' 1'. IA F" ��• �, � F "'� FIRE HYDRANT• � � ,,. ► --\7 _ o •�' \' '• ,\ 2/9.14 TO�UGI�AL�I-I 'f C IVOTLS � T_. T:G1~:I`JT� _ B A h FD. 5/81.R. �� s. 890 08' 25" W. /00.00 " g\ ---, -- _ _.--_ - %D. SIB /.R. •• •"-r"'', (S. 190 of 00" W.) DOWN 0.5' � 1 . ) VERTICAL DATUM: WASHINGTON COUNTY BENCH MARK 11128 BEING A STANDARD y ,�Q TOP = P/9.0+ j BRASS DISC LOCATED IN A CURB AT THE S . W. CORNER OF PACIFIC HWY . AND S .W. PARK STREET. ELEVATION = 214 . 39 . 22a2 /i 4 2. . ) ELEVATIONS SIIOWN ARE AT THF' DECIMAL. POINT Of.. 'I'H1, NIIMF.RAI. UNLESS s OTIIERWISE INUICATFD BY AN ARROW. tiZ�6 i v • 3 . ) ELEVATIONS SHOWN IN PARENTHESIS ARE CURB CUTTER SHOTS . TAX LOT 1804 r'/ 4P GROSS AREA = PP,67P S.F. OR 05P ACRES OWNER: HARRIS ENTERPRISE-C, INC. 020:67 V C3� �,�• ��• � �O�O�R ZONE: C-6 (CEN L. COMME.,'CIAL) ?20.04 APHIC SUR VA- IAL) 0 PEN GRASS Y F/ ELD ?ZJ.49 PP /,?0.04) SITUATED/N TH£ SOUTHWEST ONE-QUARTER OF SECT/oN P TOWNSH1r p SOUTH, RANGE / WEST, W.M. G CITY OF T/GARD, COUNTY OF WASHINGTON, STATE' OF ORWOON - I 2Zy a / �ti0LL 1=3 CID,[ I N 17) I _Y-- -N(7'!'�� q_... •�% - >•.. r �- iv n : , ��► 1 . ) O DENOTES 5/H" X 30" IRON ROD (WITH YELLOW PLASTIC ('AP MARKED "MARX 221' 6 ' ASSOCS . " S F:'I'. / 220.94 �,, , Y LOCATED An. ./ FIRST AMER/CAN :/TLE /NS. CO. /3295 S W PACIFIC HW Y. ORDER NO. 704 655 ? . ) • I)f:NO'1'F:S M�)NI1hII:N'I' FOUND ,1s SHOWN . TIGARO, OREGON S/T£ NO.- 86-004L' (Har-N-NOW) 3 . ) ( XXXX . XX ) DF:NOTES 1 FCORD Ill•:AI? I NGS/U I S'I'AN(-I•:S . 4 . ) 11ASIS OF HHARINGS : THE S;ow 'H LINF Or �IIJIIJFCT PROPERTY hFIVEF:N S"LEr DRAWN BY: MARX ASSOC/APES SHEET MONUrI NTS FOUND AND 111';1.1) A�; S- IV) 011 ' 2'1"W. PER C. S'. 11;1 1 , 11'til AS FI 1.FD l �: /0' OEM . / F T f' H T(",f If•IFa Y 11J '1'111: �II�I� I ('I? OV '1'111•' U)A'111 I N+;'I'+IN COUNTYCOUNTY '-;I111V1•:Y0�II , P.OBOX 565 BRESHAM, ORE90N 97040 T Oa TE. REVIEWED BY: f1� 42 (503) 667-5550 OF ry /0.592 DE.M. 2 IF THIS DOCUMENT IS LESS 'Tp 11/1111111 1111111 1111 Ill 1111! 22 1111111 flfrrr1-7T11f1111111IIIf IIIIIII 111111 IIIIIi IIIIIIIIIIIIIII IIIIIII ISI III III III IIi � III ' I�IIIII � II; III 1111111 III III IIIIILI ' 1 12 I 3 -4�-I - I 5 I 1 6 I 7 I 9 10 I 11 1Z APRIL 28 1994 LEGIBLE 'THAN THIS NOTATION, �- � i_ " IT IS DUE TO THE QUALITY OF - No 36 THE ORIGINAL DOCUMENT. - __ _ E ��Z 8Z LZ 9Z �Z i�mZ EZ Z i�Z UZ�6I 8I Lt I8I I 6T £i ZI It I 6 _ 8 L I8 I 4 ib tr Z Ia•ull1 ILII ill/ IIIIIIIIIIIIII IIIIIIIII ILII ILII IIIIIIIIIIIiIIIIIIIIIIIIIIIiI IIIIIIIIIIIII�IIIIIIIII III IIIIIII II I I I�I TI 1 III IIII II IIIIIII IIIIIIIIIII .I II I II ll�lll llll�llll l l Il�llll,1111�1I111I11J lll lll I l 122222 1 11111 IIIIIWIIl - I NOTE: THIS SMI.: IS LOCATED WITHIN THE J1)RISDIC'1'ION OF THE CITY OF 'I'I CARD, COIJN'rY O1 WASHINGTON AND STAN' Oh OREGON . TETE FOLLOWING IS A LIST OF '1'111? APPROPRIATE GOVERNMENT AND CONTACT AGENCIES TO CONTACT FOR FUTURE CONSTRUCTION . GOVF..Rl\IMF�- IV_rT' A C1)•'NC l" F.'Sa LRCAE- QRSCR T F? -T-^NH'.a/Fo^.MAiR.'Y .. .—..ti.�M1•.w.7�pi./rr W w� iir�. 'mow w SW PARD STREET . r � l 30'—Or 34 3 31 •C a � 30 32 28 G. V 0 14'-10" 2 2 '� N 890 08' 25" E 200. 1 ' J r 6'-2" N 9* 08' 25" E 110.32'Un — �v 1314 I 11 Q Al 2 G 45'R 2 0 28 nae ORAWiG AND ALL WONAMN 5 W PKMrr a NDI w rw mRPMPCK 12'R \ N AAD 9111 Nor Of oil MYNA M USM I ' EXWJ foil M ROM Fat era rr A Q 20 6 Ex�flEMY FLOO eD. ff DRAsaoa r • 2'R 60'R Aho ANY COM WXQF.PARnAL OR 33R �'' 34 0mou- suu R£TURIED m nc to /` 0 OWN M WAW +�r%j/� • �� 1 0400 13 34 19 2'R 2R 15R 48'R • 27'R • ,/� �0 ?tel• V Aj o�/ • 5 ` 20 18'R (Note: All details are shover on sheet AIE unless otherwise noted.) 0O �•\ 30'R ( 1 ) Construct 3" Asphaltic Concrete over 5' crushed rock base as O LL • �.� i 9/ 2 0 12 `6 5 u specified. Refer to dotal.`� \� 2 Construct 8" x 18" P.C.C. curb per detail. Co 13 4`-1 5/16` Q 20 24 ? \ O1 , C'0 �� mss• / qj 5 Construct P.C.C. sidewalk per detail. (Strike Joints at 5' O.C.) aOf •^ • . � 7 Construct P.C.C. ramp - max slope 1:12, Per dotal. CD 11 �.7• 19 W r J 8 Construct 5' thick black P.C.C. paving W/ 6'x 6'- W 1.4 x W 1.4 j 6• . ints O • over crushed rods. W 14 . ..' BlockConcreteshallcomply with requirements of applicable 0 Z 4bp 59 divisions & s*ctionr. for concrete mix design and quality control. f— Q I` 9• / A. Six (6) to sovon (7) percent olr-enterin admixture required. CIO Black concrete to comply with ASTM C260 and ao specified In division 3. O A 5 �" ` -v 14 1 2 24 / B. 5 Ibe. of 'Davis #860' per 92 ib sack of Portland Cement shall �. �p� 1 20 �a 12 ��' S• be used to provide Introgd C color to the concrete paving. 0 ® `J • Q 1Q /\ 14 O 5 9 Constnrct trash enclosure on 8" P.C.C. pad per detail. z 1 14 4 �� 5 �� 10 Double faced Internally Illuminated pale sign. Conduit is power by Z ' ` 0 O12 �� ' G.C. Sign, sign foundation, sign Installation & electrical hook u..up _ a ` r C.y.��.lc . , / � by Taco Bell. ' ` O / 7 \ ' �,@� 11 Internally illuminated directional d (sign face as noted). O Q O (� Foundation, conduit, & power by G.C. Sign, sign Installation and S CL F. •' a. • o' �� h001' electrical hook-ue by Taco Bell. 6• A • •/ , �' ' 18'R / Q 0. *Do Not Enter H Q w // 22 •. v [ 5 ) ` � 3` . J. Drive-thru ---->" AI 4, K. "Thank you' 3010 `' �' C� nk P. *Paassenger old* PIckup• +',' .,�•: r! J 20 14 ��'' 0. 'Driver side Pickup' 2 �' •` "' 12 �J 20 �^/ 36 12 Menu board and speaker on pedestal with sensor loop per detail. 2 • a , Foundation, conduits to building, and power by G.C. Taco Bell to N G / supply and install the menu board, speaker. Taco Bell to supply 6S• / sensor loop, Contractor to Install seneor loop. S4• 4'R 18'R �S A) 12 Drive--up window sensor loop; supplied by Taco Bell, Installed by 24.46P 2 r '%05 �' fcierd Contractor. Break reinforcing mesh In paving. CD �'f/ ! 1 N 1 ,�O,R &.) 3 13 roAds 400watt metal halide yard light per dotal. Construct ? 1 I s foundation and provide conduit and power per detail FX?VIlBC c �s 99• \3 S • 30'R l' � o 14 Install guard post per detail. Paint to match building color. e ` 10 / 16 Paint 24" high letters, white. 13 10 17 Paint traffic arrows white. 18 Paint handicap symbol white on blue background. i \ - S 89* 08' 25" W 100.00 W 19 Paint 4' wide solid stripe white. 2 19 Paint 12' wide solid stripe white. 20 Landscape area. See sheets LI. L2. L3. 22 Install 1000 gal. grease Interceptor per dotal. See also plumbing ARCHITECTURAL SITE PLAN drawings. SCALE: 1` = 10'-0" 23 Construct P.C.C. curb nosing per detail. 24 Construct P.C.C. curb at Drive Thru Window per dotal. I I 1 25 Provide pole mounted handicap sign per dotal. I I I ! •� i 99NERAL DIED 26 Install bike rock. \ PEF'SITE �� 1 1, Prior to starting construction. the Contractor shall be 3. Soto grading shall be performed h accordance with these k The location of underground utll#les and facilities shown 8. The Contractor shall be responsible for providing adequate 2 Overhead clearance bar as per detail Sheet AiF. ` I responsible to make sure that all required permits and plans and specifications and the recommendations set forth on these plans are based an field surveys and local utility safeguards, safety devicos, protective equipment, and safety 28 Existing utilities. poles, signs, and fence to remain. , XE approvals have been obtained. No construction or fabrication In the sous report roferencod In this plan set. The company records. It shall be the contractors full procedures and methods to protect the life, health and DRA�,M *hail begin until the Contractor has received and thoroughly contractor shall be responsible for removing and replacing responsbllty to contact the various utility companies to safety of worker's, subcontractor's, supplier's, and the BI GJC/F'T5 reviewed all plans and other documents approved by all of all soft, yielding, or unstable materials and replacing with locate their facilities prior to startin construction. Na 30 Construct new P.C.C. curb and driveway romp per City of Tigard detail. the permitting authorities. 4 public an all work related to this project. All work and ��tYi P 9 suitable materials as specified In the sops report. All additional compensation shall be paid to the contractor for safety procedures shall be In full conformance with OSHA Tigard detail of Ti per Cit curb Cpy g . P.C.C.excavated or flied areas shall be compacted to QOX of damage and repair to these facilities caused by his work requirements and the requirements of local governing 31 Construct new P, ---- 2. All work shall be performed in accordance with these plane modified proctor maximum density per A.S.T.M. Test D-1557-78. force. agencies. DATE 4 NOV. 1992 and op*clflcatlons and the requirements and standards of the Moisture content at time of placement shill not exceed 2% 32 Construct new P.C.C. sidewalk per City of Tigard detail. local governing authority. The soils report and above nor 3X below optimum. Contractor shall sutmlt a 5. All dimensions and grades shown on the plans shall be 7. A set of BULDNG We 9 P approved find site and twldInQ plans must b• on- recommendations sotforth therein are a port of the compaction report prepared by a qualified Bailin Engineer, verified by the contractor prior to onnetruation. The site at d3 New US Postal approved mailbox. l times during the construction period. �� construction documents and In case of conflict *hall take registered within the state where the work Is performed, contractor shall notify them- loco Bell Construction Manager 2LJC precedence unless specifically noted otherwise on the plans. verifying that all flied am-as and subgrode areas within If any discrepancies exist prior to proceeding with 0, All site work shall conform to U.B.C. and City of Tigard 34 Construct handicap romp per 000T standards The contractor sitioll notify Taco Bell construction manager the building pad area and areas to be paved have been construction for necessary plan or grade changes. No extra requirements. BH�-i of any dlecroo�panc, between solcompacted s report and plans, etc. cpacted In accordance with these plans and specifications compensation shall be paid to the contactor for work to be 35 Construct new P.C.0 curb per OOOT standards and the recommendations set forth In the solls report. redone due to dimensions or grades shown Incorrectly on 36 Cone'ruct r�ew P.C.C. sidewalk per ODOT standards. these plans If such notification hoe not been given. AlA 1,3299 =.tail F'()i'r r r.C I-I t f.:rlAlalF1'r' FACLITY NUMIXER 4 OF 42 86-0040 • ' i I 1I I —lI_ L. l. IF THIS DOCUMENT IS LESS r 111r I�I1I1rf1TIS llli�iiIII �llliliI1111it — l -�-►-� � -i---�--�-�, I-1—i1-i1 i1 1i1 1i1 7 1 - APRIL 23 1994 THAN PHIS NOTATION, 6 0IT IS DUE TO THE QUALITY O ' No 36 �.•.r_.�.V...., �" _ ... s.rq,' ';%ur:3t . THE ORIGINAL DOCUMENT. ticil - �11 - -�11 — —? - �7 �_- _ L9rZ 9Z6TZ�ZItti'll Fill 91. Sii -- I EI ZT�� tiltil ► �� I�IIII IIli�llll�llll�llll IIII IIII IIII�I�II IIII�IIII IIIIIiIII IIII�IIII IIII�IIII�IIIIIIIIII illl1ll Ililll►Il►�►IIIIIII ►Illllll► ►llll►I►►111111111 llllllllll�lllllllll11111�L1111;1IlJJil1 .11!i�ll1111.1�( 1�� ►�I��Id�� v SW PARK STREET .� •- a 14 N 89• 08 25 E 200.81 ' ® ------- ,, _ —.� — _ N 89. 08' 25" E 110.32' 7 4 10 rJ � 18 a� i 8 4 O O W DRAW Aro ALI WOWArM 5 V H PRQ' 1Y IY H01 11 IA CWPW l K J / AND SHALL won ar WHIM ICED DR VH 9 0 ` r FOR nc RtnFOR DR,' n 15 E* 1s E r n,Rws . n[oR;sNc AW ANY MPIES O PARIAL OR cowfw,9*1 K RUND FM i P� 10 O ow L"Dom 4 � r � o A / r t Existing driveway apron to be removed. �O 0 1 ~" 2 Existing asphalt to be removed. / 3 Existing concrete to be removed. `—� z ry 11 4 Existing curb and sidewalk to be removed. 5 Existing retaining wall to be removed. J O 6 Existing building to be removed. 0 a. 10 7 Existing light posts and concrete bases to be removed. I z 3 O /O 8 Existing fence to he removed. 00 00 0 �j 9 Existing trees to be removed. Ar cn 10 Existing vegetation to be removed W 0 5 11 Existing concrete filled post to be removed. T_ � z a: 7 ~-� 12 Existing sign post and concrete base to be removed. Q 0 w • o 13 Slit fence nor detail. boCL W 4 ( 11 „�^ 14 Existing water meter to remain. 3: cr 0 0 Clio z E A) _I CJ p _, r 4 2 ") z O M EROSION CONTROL NOTES' Q Q C� C 1. The Implementaflon of these erosion control plans and the a-- r— le construction, maintenance, ioplacement, and upgrading of45 Q until oil coles Is the nstruction Isecpomplld eteand of he approved contractor approved ad landscaping Is In place. 2. The erosion control facilities shown on this plan must be constructed in conjunction with all clearing and grading A4 activities, nIn e water does nuch a a not enterthe drainage system nor as to Insuro at- or violate O1 �` applicable water standards. I The eros'on control faclitles shown on this plan are the N 6Se 4 M minimum requirements for anticipated alto conditions. During 13 9 A) `� the construction period. these facilities shall be upgraded ?A y as needed for unexpected storm events and to ensure that sediment-laden water does not leave the site. FEVOOM 8 4 4. At no time shall more than one foot of sediment be allowed n J to accumulate within a trapped catch bash. All catch basins 9 9 9 and conveyance lines shall be cleaned prior to paving. 12 0 3. Stabilized construction entrances shall be Installed at the 9 9 8 7 / / beginning of constructlon and maintained for the duration of i' the project. Additional measures may be requlred to Insure '�— that all paved areas ars kept clean for the duration of the - S 89. 08' 25" W 100.00' project. DEMOLITION NOTE: 1. Demolition: Remove all structures existing alto Improvements, Impervious r surface. underground piping and conduit as Indicated on the drawings and as required for new work. 2. Condltlon of Structures: Owner assumes no responsibility for actual condition of Items or structures to be demolished. Contractor shall field verify all existing conditions. 3. Safety. Provide temporary barricades and other forms of protection as required to protect general public form In jury due to DEMOLmoN/EROSION CONTROL PLAN d quire a work. All work shall fully conform to OSHA requirements. FLlw NAME, PEPSITE SCALE: 1" 10'-0" 4. PromDamaptly repair damages caused to adjacent facilities by demolition work at no cost to Taco 9@11. [?RAwN Q1'� P. SNOUN S. Disposal of Dere.Alshed Materials: A. Remove debris, r•!bbleh, and other materials resulting CHM By, from demolition operotlons ham building site. Transport and legally dispose off site. DATE 4 NOV. 1992 B. If hazardous materials •are encou-tered during demolition operations, stop operations and SULDM TYPE Immediately notify Taco Bell. Comply with applicable regulations, laws, and ordinances 2DC concerning removal, handling. and protection against exposure or environmental pollution. 6. All site work shall conform to U.B.C., Multnomah County and SFST NLAMER City of Gresham requirements. 7. A set of approved final site & building plans must be on- Mo alts at all times during the construction period. �"2 9 9 F31,1 PACIFIC'I F I C H T C;1-11.4 A'r' FACIlTY i�J11�H� 1 86-0040 I IF TI-11,4 DOCUMENT IS LESS Tit1Ilt �lllj111 Ii1 IiI 111 {ill III III III Ill 1iT I I 1I I I I � 15�11lil6 11 I—II-I-I I—II-I i=II III I111 1III {III iIi Iill IIII � I�I� l � Illil ' 111111011 lIl � 11 1 I111111�1 j'_I.I.�I_Il"1l I11 APRIL. 23 1994 TEGIHLE THAN THIS NOTATION � 3 144""' �' 8 - - ' 'It IS DUE TO THE QUALITY OINo.38 THE ORIGINAL DOCUMENT. __ -- — - — -- --- -- — — -- - - - --------- 0 -- ; S �11 ZI LZ 9Z t1i 6Z £Z ZTZ OZ 6T 13TL1 91 9T fi >e 111 lllllllIIII 111111 II 111111111{11 {II1i1111 IIII IIiI {III�II 1 f�ll IIII IIIII 11111►Iilll►11111111-11 ,►IIII II,I�IIII fll� ,I 11►�I WAN- M 40011M qxw� SW PARK STREET ti P �C / t : V 'ec , N 891' 08' 25" E 200. 1 ' - gift • s � ,�` � - -- �' �'" ? e' ec N 89' 08' 25" E 110.32' U IM DRAW AND ALL WONATO 5 r K PMMTY OF MOr N MOI oOIf ICK 0120030091c, 20E. 8C .._ ?1 p„44 9C r � �T�FnM�ME AM=fuwporarraR�a it Q••� 2ja ri E70MY nrllsm. TW DRAWC `� 0 eC t CMWLAND LEETE %WL s loo n t � Y,,. // 2�q•Ob 6G oeEx u+a DEyAMo. r q ' tS� 4$ e� G c i�/• MM� A / 220.05 6C \ 21q.6e 6C 1 t o 20.3 6C 2 2�q,9 6C e 6G LEGEND o . '•�G � V 341,88 TC NEW ELEVATION 341.18 BC I 2.58 EXISTING ELEVATION (D z -C� MATCH EXISTING ELEVATION 41 ?r,7? eC 220 3 ®�•, t BC BOTTOM OF CURB W n- tC ` BDS BUILDING SLAB �zBS BACK OF SIDEWALK Z 0 222,8 c / 22�•'� '� �� \ BG EA EDGE OF A PHALT0 M • �.• + o • 0.3 f ( TC TOP OURB EXISTINGEC CRETE CL 0 0 e� 6 •� p 220 3 6 �� TF TOP OF FOOTING W D � ' ��• /i + TS TOP OF SLAB : Q `ti Ph 0 as 0 AA o � ??o 220.3 \j FL (� 00 OC X ELP \ '' • . BC � � � 219,5 6C � h . S S ' • ' / BENCHMARK I ?f8.�3 r � ? @C I I etc CITY OF PORTLAND X4018 ?2,� 8c ,�� 6G I I �� ELEV. = 285.916 2�q T eC t I I �� ' FEVISKM C) AT SE CORNER OF INTERSECTION; AT BACK 9 2�q,2 2�q,2q 6C L OF SIDEWALK; 68' SOUTH OF CURB _ i * SOIL ENGINEER S 89' 08' 25” W 100.00EARTH CONSULTANTS INC. C 0*- 1805 136th PLACE NORTHEAST, SUITE 101 BELLEVUE. WASHINGTON 98005 It (206) 643-•3780 SOILS REPORT #: E-5718 GRADING PLAN / SCALE: 1" 10'-0" �— I C1 EARINQ and QRjk-DNQ NOTES 1. This grading plan Is to be used in condunctlon with the 6. Site grading shall be performed In accordance with these 7. All work shall be performed In accordance with these plans 9. Initial Site Preparation: architectural, demolition, landscape, and utility site one and specifications and the recommendations not forth and13, Grade landscape areas flush with top of sidewalk curbs F �,�, P�� Ions for information regarding site work. specifications and the requirements and standards of the Remove vegetation and any dl soil with significant organic Grade landscape areas within curbs and sidewalks with slight p 9 9 the solle report referenced on this plan set. The City of Portland. The soils report and recommendations set content. Proof roll, scarify. and recompact subgrade as crown to avoid ponding and swampy area. Proved landscape DRAWN BY, GJ CHAMBERS contractor shall be responsible for removing and replacing forth therein are part of the required construction recommended in the soils report. Fill low areas and berms as shown on plan. 2. See sheet AiA for horizontal control. all soft, yielding or unsuitable muterials and replacing doc iments and In case of conflict shall take precedence excavated areas with non-organic, non-expansive sols. up to with suitable materials as specified In the soils report, unless specifically noted otherwise on the plans. The sub-•elevatlons as necessary to obtain final elevations 14. The Contractor shall be responsible for providing adequate �T)�' 3. See shoot AiB for site demolition. All excavated or filled areas shall be compacted to 95X of contractor shall notify Taco Bell construction manager of shown. safeguards, safety devices, protective equipment. and safety modified proctor maximum density per A.S.T.M. test D-898. any discrepancy between solls report and pians. etc, procedures and methods to protect the Ilia. health and DATE 4 NOV. 1992 4. See sheet AID for sit• utilities. Moisture content at time of placement shall not exceed 29r 10. Foundation work, floor slab activities and site preparation safety r worker, subcontractor's, whe lif•s, and the above nor 3!f below optimum. Contractor shall submit a 8. All dimensions and grades shown on the plans shall be field shall be monitored by a q+jalifled geotechnical engineer• public: on all work related to this prodset. All work and EN�DNo Type 5, Site preparation. excavation. grading and construction compaction report prepared by a qualified sole engineer, verified by the contractor prior to construction. Contractor Actual foundation bearing grade shall be Inspected and safety procedures shall conform to OSHA requirements. activities shall be performed In accordance with registered within the state of Oregon verifying that all @hall notify Taoo Bell construction manager of an recommendations and eclfk:ation contained In the Sols q Y approved by the g•otechnlcol englnwr prior to placing 2D� sP filled areas and @paved h areas within the building pod area for necessary s exist prior d change& with construction concrete. 15. A set of approved Anal site and building plans must be on- V Report �-5718 by Earth Consultants, Inc. dated May 7, 1902 and arae to be paved how been compacted ti accordance with for necessary plan or grade changes. No extra compensation site of all timer durir•g the construction period. these plans and speclflcatlons and the recommendations set shall be paid to the contractor for work to be radon@ due to 11. All foundation and other excavations and / or trenches to be 81-EET NUS forth In the soils report. dimensions or grades shown incorrectly on these plans If structurally bockflled. 18. All site work shall conform to U.B.C. and City of Portland such notification has not been given, requirements. A1C 13. li wet subsoilrw @ are @ncntr.nal or become wet during conetructlon, the sols engineer *hall recommend and Sul POC 1:F 1:1- H 161 II,IF1 wp"*@ r@medles. h nl" 4'; FAC LffY NUNIBE# 86-0040 IF THIS DOCUMENT IS DESS 1 I II I I I A 31 ,'111IIIr�illltll fltlill Illii�l IIIIIII illlflir-7111 111�tilHPRIL 2 3LEGIBLE THAN THIS NOTATION, � 12 `3 _ 4 I_� 6 � 8 � 10 11 1� ( f99 IT IS DUE TO THE QUALITY OF --- ----- --� �--- 10 1994 —� `7 No.36 THE ORIGINAL DOCUMENT. E EAZ 8Z L7. 9Z Z �'L E7. Z tZ I OZ 6�i Si Li 9T Si f'TAEi Zt Ti l if 6L 9 ` �Q i' S 'Z i,iYt3N l IIII IIII�IIII IIII IIII IIII IIII IIII IIII IIII�IIII (IIIIIII IIII�IIII�II IIII�IIII IIIIIIIII IIII�IIIIIIIIII IIIIII I II IIIIIIIIII III III I IiII �II�IIIITIII�III�ll�llll Ill�llllllilll I ' 1llUIIIU� 111111111111tllllll►.(11111111111111.11ll111111111111 IIIIII J _ 07 SW PARK STREET r >, C •- a NEW 1" WATER METER EXISTING METER FOR IRRI CL U �Xi N 89' 08' 25" E 200. 1 ' IIil1 89' 08' 25" E 110.32' /; SF 's• n\% H �' • ` 1145 DRAM AID ALL DEONYATIN 6 III WV WMIKK H FW011(I NOT AND SW MDI I1E PURI 011 US DWI FOR TIE PAM FM Me]I 11 l / (�`• 15 EXPREMY FINr/SED. THE DRAM / • ` 0 AND ANY COPES KIM PARTIAL OR • �' \��'i �� STpRM C0WfIE, %WL K KI K0 ID H jjIjjjjjjj C\� h�\// h• IIIIII ` _'r 4'00 DHFR uPaM muMO WE UTILMES, SCOPE OF WORK: � a A.. construction materials and Installations shall conform to �p / roquem a depth. of the respective utility company. Including trench nlocation d ,any discrepancies between tneee drawings k ►4scUcations must be reported to Taco Beal Immediately for clarification prior to commencing walk. 1. TELEPHONE.- General ELEPHONE:General Contractor shall provide trenching, (1) 2' PVC conduit with pull string, and all backfilling from existing O pole to and including building service entry. In addition the contractor shall provide a 48' x 48' x 3/4' plywood 7> telephone board mounted In the Bulldlog with a /B ground to i the electrical panel. 0 A US WEST shall pull the telephone cables from the existing 100 Z facilities to the tslephons backboard and terminate. 2. POWER: General Contractor to orovide (1) 4' sch. 40 PVC conduit W from base of pole to C/T CAN. All conduits to WZ have pull rope. GC to orovlde all trenching, bedding, 8c backfill from power pole to C/T CAN. 0 cc • `�\�\ PGE to provide conductors and current transformer. �. Q ° 3. GAS: (� Q.. 8 ..� N, General Contractor. provide 1' gas line from building to meter. W .J b / Northwest Natural Gas to provias trenching, tap, piping, and backfill from existing gas main In street to and Including O e �`�.� gas meter. 0 ca �o Z p ` SQ� ° /4� 4. WATER: V Can" Contractor- General Contractor to provide all Z �► � �<q7 ,r �' trenching & piping, pipe bedding and backfill from new q LL rr CJ / domestic water meter to building entrance, and from the 'A' Gjj Irrigation meter h double backflow check valve to it gation �: \ • �. (per• �q �Q' �0 system. GC to Install double backflow check valve for 0 �.J Irrigation. Refer to the Building & Landscape Drawings for continuation of systems. District shall provide all the necessary Items / / �q ,� 3' • from the existing water main to and Including the domestic water motor, and meter box at the property line. � n n �� . SANITARY Gen" Contractor to provide trenching, sewer pipe, bedding, and backfill from existing sewer latteral '� to building and groans Interceptor. Refer to 115"0 ST M 52.00O • Plumbing Drawings for continuation of system. N sae �h/ / 8. STORM SEWER / ROOF DRAINS: V S4 e General Contractou to Install new catch bandin, piping and�- A) drywalls shown, provide all components Indicated on c..n+ract ?A I e documents and as necessary for complete, functioning system. )SFEVOONS UTILITY NOTE r0 1. See sheet A1A for horizontal control and General Notes. 2. See sheet AIB for site demolition. S 89' 08' 25" W 100.00' EXISTING FIRE HYDRANT 3. Seo sheet A1C for site grading. 4. This utility site plan Is to be used In con)Inctlon with the Architectural, Demolition, Landscape & Grading sit• plans for Information regarding sits work. 5. Pipe materials: UTILITY PLAN / A. Water service materials shall be copper type 'Ir.'. Diameter shall be lis shown on drawings. P-ovide 2 S' SCALE' 1" _ 0'-0" cover on water service shall Include altl feesono: opp. Contl-actor's urice of ter rt�anances required by the utility to provide a compleie working service. B. Storm Sewer Pipe: PVC ASTM - 3034, SDR 35 C. Sanitary Sewer Pipe: PVC ASTM - 3034. SDR 35 D. Electrical & Telephone Conduit: w FTE NAA6 PERSI " SCH 40 111Llwted PVC, gray, 38 cover, 38 sweeps E. Roof Drain Tightllne Pipe: PVC ASTM - 3034, SDR 35 DRAWM BY- GJC/PTS e. The location of underground facilities shown on these plans CHM 8!'I are based on field surveys and local utility company record. It shall be the contractor's responsibility to contact the DATE 4 NOV. 1992 various utility companies to locate their focilltlen prior to starting construction. No additional compensation shall BUILDING TYPE be paid to the contractor for damage and repair to these foclltios caused by his workforce. 2DC MfET MAMM AlD 1 ''S;99 SW f=AC:;IFTf' N[C.IIIIri ? nF 4;' FACIII 86•-0040 1A IF THIS DOCUMENT IS LESS "T(1 1111 ' I 111 I I 1 1 l IAI I I I[TTTI-r LEGIBLE THAN '!HIS NOTATION, t'711� 4 r11 I�1�V I I I�I I I I I I r 11 J r1r�T IIII I I V I I I�I � IIII 1 1 1 I I III I_II III ✓I�ILI !_I I I I I I I I I I"I I 1 ' APRIL 23 1994 IT IS DUE TO THE QUAITY OF 241 �1 11 � 1 Na.9e �j_ ;•� THF ORIGINAL DOCUMENT. --. 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I �' _ I 1 •lam 1 't••� 1 1 — - --- - _•_- - T rr' t� t �' , ah I' )• 1 r a 7 1 r y t. 1 i 7 t. h t M„ a •••�. 1 � 'I 1 1 •�' .h. 1 I •}' '�' .tom•-' 1 z 1 r •1 1 J T" 1.. J i' 1, 4 ,• 't �' N / 'y '1 � i T S•�- �r 't 't .' t '1� •i r •a 1 ' t r1 t r _ PROVIDE EXPANSION ,. _ PAVEMENT DIMENSIONS d` DIA. STEEL POST JOINT AT REFER TO THIS POINT t, S ?0' O C 6. I I LIED ►,. CONCRETE � 1/ I 8" BARREL BOLT LOCK (CNE GATE, �- RADIUS BOTH SIDES -----'' PAVEMENT • ' FI �'4 DIRECTIONAL SIGNS •' r:.___�: _�0'_�:__-________- Ip-d' 2" DAX ELEVATIONS o' b MENU BOARD ' USER ENTRY 1' X 18 GA METAL DECK -- - k' FINISH GRADE._ REFER TO THIS POINT a (SEE SIZE PLAN FOR _ I `�' ---- FINISH SURFACE ;,, EO . � 4=U"t # ORIENTATION) - ---- 3'X 4"X 1/4' METAL ANGLE jl._ PARKING LOT SURFACE ' _ 1- FRAME 4 SIDES EA GATE - - ti,��' ro AS SPECIFIED `o 3 CLASS B ASPHALTIC CONCRETE 0/ ¢T Ui _ m '' \ --_T_ 2 PAIR McKINNEY T�►B3781 8" 3/4" MINUS CRUSHED ROCK -- xr, 2-.4 BARS CONTINUOUS r v — -- - T~' - _- 10P 8 BOTTOM - 1?"X'18 FQOTING � ` "! ` OR - S? ( I :•, HINGES EA GAif 2' CLASS B ASPHALTIC CONCRETE 0/ l� ' All CURBING TO BE '^ - 18" DIA CONCRETE ` - -'- s ---- ``�-__ _ _ --- „ + : 4" ASPHALT TREATED BASE ur 2000 PSI 28 DAY ;c` FOOTING -• -=o „ - r � __ _ ___-- >u OVER ° • L' _ _ - 1/2` DIA. PWR. CONDUIT i- r "{ SP105 PCC SCALE 3,/4':;l -0• SP144 'M :- 'O -� -` -- - -- 1% ,.- PROVIDE 1" DIA 6' LONG GALV ---=- NATIVE SOIL OR COMPACTED FILL NO SCALE _ ,\o TO SPEAKER PEDESTAL PIPE EMBEDED IN CONCRETE 4!l;h.. •,F ,�.. � I FOR CANEBUIT, 000 FLUTED 3PLIT FJ�CE t� CONCRETE CURB 2 GUARD POST 4 - s"X B'X 16" W11111mm,18 GA PAINTED ETAL CM.0 WAIL � - 1/2' DIA PWRPRCIPrRTY LINE . CONDUIT I GALE ,BOX RIB -� ' FOR OIR SIGNS 8 I S 1 --- b' LONG PRECAST CONIC _ / / h L MENU BOARD I �_ % EXPANDED METAL � I i 3/8" DIA. BAR 8"X 2' , , WHEELSTOP W/2-r4 BARS , / / _ TUBWELOIE@ 16' CCD TO EL r 1'-6' MIN. TO CONT S'-9' LONG , I � r�" �� ANCHOR BOLTS CONST JOINTS - 6" C.F i ro Q " 's ai'. PROPERTY LINE I ''r i O 1 ' f PARKING SURFACE AS ` 4 - V2 DIA. DIRECTIONAL I ,- -- a -- �kkr SPECIFIED SIfiNS @ OC •~ - 5"X S"X 1/4' STEEL TUBE j. ALL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE rr*'S W/ 5"X 5"X 1/4" CAP PLATE �• STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION 0 2-14 BARS THRU WHEEL- 4 - 3/4` DIA MENU 6' THICK /10P-CSLAB W/ EMBEDED 12` INTO FOOTING CURRENT EDITION AS PUBLISHED BY AMERICAN PUBLIC WORKS 0 �• ,'' t,� r'T ' ` STOP 8 PVMT MIN 18" BOARD 6"X 6"-10/10 W.W M , /'ON 6" GRAVEL BASE. / ASSOCIATION OREGON CHAPTER J LONG ON CONC. PVMT �• J cF 1 1/2"X 1 1/2"X 3/16" METAL � / W USE EPDXY BONGING _ FULL THREAD SEE JAMB DETAIL AT RIGHT ANGLE DIAGONAL BRACE--- AGENTm 1 . J r %� >. .• ; _- --� ASPHALT PAVEMENT O o - ,-BASE AS SPECIFIED , PLAN VIEW 1/2" DIA X 12' CANE BOLT 0 , $P109 SCALE - 1/2'= 1'-0' �" --- w �.; _ GRADE MENU BOARD JAMB I1 /�. ONE GATE DETAIL � .,, �COIC. ;CURB & 'GUTTER 3 CONCRETE WHEELSTOP 15 0 �- ` ` 'O • ' + GRADE DIRECTIONAL ' �' I (•_ r5 BARS VERT @ 32' 0C NOTE i- SOLID GROUT All WHITE SYMBOL SIGNS --- MS DRAMG AND All. fFnRUATION N :• I r I 18 GA CLEANED, PRIMED STUCCO MAY BE OMITTED � CELLS TILE PROPfxTr of Nor w Na c,xa'a %K rf r PAINT INSIDE TO MATCH IF CM.U. IS SPLIT W 91AL WDT NE fsPR0WU OR Ugv I / LUE BACKGROUND 1 +' TYP 8 PAINTED METAL GATE. Exar vcw nfE 1'URPO roR wftw rr � �t y�} BLDG- EPDXY PAINTr FACE BLOCK, SLUMP I IS E�ftESSLY Fl*MSH D. TFE WAVING " �n O t I ' i + ILO'-V , COW'IIC %AL1 BE RETURNED TO n1E I ,BOX RIB, STONE BLOCK. OR r5 BARS @ 32" OC AW ANY OOPU 14MOF, PARnA OR FLUTED BLOCK. I au�ll ,PGH DBIAAI. Y R I NOTE: - — B'X 8'X 16' C M U - ALL CONDUITS TO BE , WALL ► f y _ 3 R j i EVERY WSECOND COURSE �r�rl , MIN. 1?" BELOW GRADE I (I V-p• b I I, OR LOCAL FROST DEPTH PAINT TO + • -�I F--- ham-- F� 1 I AND PROJECT 3" ABOVE • s' TYP :,. �) I MATCH BUILDING .1 + I , I• FOUNDATION. ,o p A. y SP100 NO SCALE _I I, _ I_. 6` THK, P.C.C, SLA t2 r - 79 % W/ b'X 6"-10/10 ' ! CONCRETE SWALE 4 PAINTED TRAFFIC ARROWS 1 I I PAVEMENT SURFACE I W W M. ON 6' AGG. • I ' I -� \ AS SPECIFIED-� � BASE. 4 - r5 BARS VERT. \ 1r• .K� I�c . '• ••; Q , I , W/ 4r+- o3 TIES I7 Ilk 1 I �- I• 1 r t',1 4..•^ tti-- 1 • ' . '•1 1' b� /—'_ ..i- 12' 0 C. • 'I �� "�.•AY � ��t- . TYPE 1 I . I' 6' THK. P.C.C. PAD W/ 6X6-10/10 _ ' 1''�'f 'i .r•�"•-, 2'� ' 'a �LW M. ON 6' AGG BASE 8 tY WIDE I ' FTG AROUND PERIMER OF SLAB 5'X 5`X 1/4' STEEL ,c TUBE EMBEDED 11/ �'-� "i • ho?:;ay'fq,`i►:, , .1 ,, STD 6' CURB r I' - , �: O WALL FTG. BEYOND (SEE SECTION 'A`) INTO FOOTING r5 BARS CONT. TOP 4'-0' '�"� t- �� ,lar 1;• 8 BOTTOM 1 ►}+�;, "E^'fir NOSE DOWN TO TYPE 7 B' DIA' DIRECTIONAL SIGN BARS L_ To. 4• FINISH GRADE / 14' DIA. MENU BOARD BARS - . t''p� DRIVEWAY SURFACE r-4' l; 12" DIA. DIRECTIONAL SIGN FDN. 00 C!1 IA- MENU BOARD FDN ELEVATION SECTION SP103 TYPICAL ELEVATION NO SCALE Sp113 NO SCALE SP115 (� `� ,y♦�,;/'•; NO SCALE STANDARD CURB NOSING 23 SIGN BASE FOUNDATION 1 f METAL GATE BLOCK TRASH ENCLOSURE 9 s °� z W HANDICAP SYMBOL D W y. ,►` tit.,;- 0 SPEAKER BOX LOCATION 1/2" PWR. CONDUITCL 3/4" STEEL BASE PLATE 12" x 18"SIGN WITH FROM MENU BD. FOR II U) 71-D INTERNATIONAL SYMBOL BOLLARD- ,� I :: _\ ILLUMINATION OF SIGN OF ACCESS 3'-0"TO z - 1/4" STEEL LEVELING PLATE � WOC J -` 1` CONDUIT FOR COM- 3/4' GROUT 3000 PSI MIN, 5' 0" ABOVE GRADE. MlJh11CATI0NS TO DRIVE I -� -� Q O - - -- -I `\\ THRU BOOTH. �. / l INTERCOM - - -- » • U 0 - RESERVED �. ,'•,Lt; r r a. 3/4 DIA. SENSOR _\ I Z cr i _.-.�- - CONI TO SENSOR LOOP. 'i:'�•:;', �;;�. .;� CASH FULL THREAD 8 1/2' � I t�• ; '� �, ;,,,• •; REGISTER PARKING o 4 - 1/2' DIA. ANCHOR 1'-0` �r ,' v i = a- �`,h�'`:-}�,�a1` ; `i• CURB . �. BOLTS . m " --' �., ��'• {t, ' hO ; N N 7 3/4" 1/8,/ 4 - 1 DIAM. HOLES FINISH GRADE 4" SO STEEL TUBING PLANTER & CURBED S./W 5 PASS TFIRU - - '1 - I r _ ��-- -- ' WINDOW 4' THICK CONC. WALK I I o -1 - 3/4" STEEL BASE PLATE AND :,. };''�r ; ,' ' c I 1 +�- rr� 1/4" STEEL IEVELINf, PLATE TOP VIEW '{ tt' {;t•� .�+;,It r.' '. —' , /V2' PREMOULDED MAST, 2000 PSI 28 DAY PCC 4 - r5 BARS VERT. \ 0 0 STRIP CONTINUOUS �I I I STATE DISABLED PARKING • c ; r ''� I W/ r3 TIE S @ '� PERMIT REOUIRED 'x x.; ' r;;•• n;' O I I i� 12' O C BASE PLATE —' 3' X 3` HOIF. IN BASE AND '° FINISH GRADE ^^I ( I LEVELING PLATE FOR CONDUIT ',( y•i • r,- • I I N ;:AGI;;:., �r •'Y; T•: I.-- -- I 24' HEAVY DUTY CAST - - :`.,,,� ',,:'i ' •, r' r 1- _ ACCESS 4' INLET 8 OUTLET PIPE ,' L___ NOTE IRON FRAME 8 COVER 7X2" T.S. r`r' . `;��, ., '•, i " ,y ^ .��, 4' SAND BASE ; I ALL CONDUITS TO BE ' WITH 'GASTIGHT" AND FITTINGS STANDARD SIGN POSr. SET ^?,•��'� ' t '� L� "� '°; �� ' • . .,�•` r MIN 1 _ E - D D "SAMPLINb PORT IN 12" 0 CONIC. �— l 2` BELOW GRADE 2" HAND HO 4" X 4' STEEI TUBING IIGHT GASK T STAN AR �.--` q i;t{;, •pe. `' ;'i�' o', ` �� - L��- FOOTIN SIM. OR LOCAL FROST DEPTH -� I vtslolWe SCALE, NONE POST. 11'-6' HIGH W/ BASE 6' X 6' - 10/10 W W M �,yit''), .:r', •1 ' �/r . r AND PROJECT 3' ABOVE PLATE. \ ' TO (ta• ��'',}; ;• `i} SEIB &0.40140 PLAW FOR REL,&TIVE FOUNDATION, RISERS AS REOD ��,; �i �..�•r• .SP107 NttOOTs OF 64 Off WAAI >� F F. NO SCALE b 1 SID 30` LONG PROVIDED BOLTS. SIDEWALK 5 24 SPEAKER PEDESTAL FDN 0 DEG B GC. W co )�, CURB DET, 5 D/T W IND. -- -- ---- Z -___ --__._._ -- WELD'3/16" STL PLATE TO 24" HIGH LETTERS 8 4" ,-r EXPOSED PORTION OF _ // CONCRETE CURBS 'r�'' - WIDE STRIPES PAINTED CONCRETE FOOTING TQ INVERT / TOP OF 2X2 T.S. AS WEATHE ;�, +,cl,..•�R� ''�, / WHITE. 1 I BE FORMED WITH RIGID - - ',1 `�,,tjt'�.��,'. INLET �--�••-•�� CLOSURE. GRIND WELDS FIBER FORM (SONOTUBE). FLUSH H, FILL AL REQ'D FOR P V C. SENSOR LOOP 6"`OUTUST / p _— �w ' '�:L;,tl►.,'1',� � �' - 6"X 6" #10/10 WWM I I TOP OF PAVEMENT TUBE NI BE HOT DIP r} •CAoin+d I • F\\L ACID ETCH, PRIME AND -�r•�."+ ��' �-- CUT 12" CLEAR OF ro Wags _ b, �' GALVANIZED. CLEAN, Ar �T`t•II'��''•�'�Y�� :ptlor " v / --� I j SENSOR LQOP t -- -- I � •I 1 M s PAINT. t yt�•a✓ 21sQua« oa Ro,.w - PVL' SLEEVE T � "J , ''" - - BARS 3 IES @ N � ---- ALUMINUM • 0 1 I HRU I ',�y112" - LOCATE @/ALTERNATE PLATE CONIC CURB 3/4' PVC I h LOCATIONS FROM AB — r'" I f CONDUIT TO PROJECT �� I - ` - �� ,EXT. HANDICAPPED D RA I I ' E MP 6 I 10' INTO CONC PAO I DRA55 PI AU%�l I / I S1U8 LIP 4' T r 3/4" HEAVY WA O 2"X 4" LL CONDUIT i �'s r• , JB BY Uf. I D 0 BUILDING j ON Dl�,vv►`1 BY i L_� f EX1EN I SECT -- -2000 PSI CONCRETE I € 1 ,� I ELECT SERVICE �"��, _=-- - I� BY, T SLIP RasISTANTt'�]�f � \ I .�f ., }, f1; TdXTUtfcE _ ` HANDICAP PARKING S ni ` "° Q DA1 Et 7. : nu WELDED STEEI C^rl°ITP9'Tr�N. _-- - SPEAKER PEDESTAL _ _ _ -DEPRESSED CURB t' \/ _ _ _ fOGAt.JE STC., M''i1MUr`1 1111C IES NOTES i• S _ _ _ (3/8- LIP) R'•THICK 3o,oro P51 GPlEr MUNI BlX17NJJ TYP>w C Tr cnsT IR°N E I 1 ANCHOR T SUPPLIED ^ 1J GRATE. (-EIISIL) 1" CONDUIT FOR COM- I I BOLTS _ - CC:ATED IN51DE Arlo OUT V,/ITFI — MENU BOARD -. _ _t / VE BY GC UTILITY COMPANY -__ __ ASFHALTUAl r - MUNIC.ATIONS TO DRI VAULT C 2D\i _ _ CURB EDGE SIDEWALK , FAI +r. ( }' I I 2 LIGHT POST SUPPLIED BY _ _ TACO BELL TO BE INSTALLED 1000 GAL GREASE TRAP � ( ---s- ;==- �_ THRU ' BOOTH C011NTER y' -- - - I I ,TUB UP 4" TO JB, KAAWJf '.rl' ` r -- �Ic BYIIIBY Gr MODEL #577-GA VAII I� 5'-0" VAKIJrftl �� 1/� CONDUIT FOR POWER ME -., _ - TO ELECT PANEL STUB - '- - ----- -, -,-' SP 10? NO 3CAEE SP i12 UP TO JB B( GC NO SCALE SP111 18" DIAM SCALE - 3/4'=1'-0' I P�� ;y• ��r� ia „r. • _C114 _ NO SCALE FACILITY Nl1ABE1F DEPRESSED RAMP 7 Ty IAL CATCH , BASIN 25 MENU BD. & SENSOR LOOP 12 LIGHT STANDARD DETAIL 1 EXTERIOR GREASE 2 as-oo4o TRAP - r . _ .99 C-%IjJ PACIFIC 1-1116HWAY 8 OF a IF THIS DOCUMENT IS DESS -T 11111111111111 1111111 1111'111 Ili III II11Y iTiT jTTT1T ill <<�1 i1111�1 III III III T1.(_ (I III III III III III III III III III III I 1 IIIIIII ' Ipllli III III IIIIIII III III illll Il' " LEGIBLE THAN THIS NOTATION, I 1 I II �� c 1 c I �j� s 10 I it 1 APRIL 20 1994 „ . IT IS DUE T --I --1 I -�� I -----`*1-----I—J� ----- THE —V ------'— I — O THE UL1Al,ITY O1: •-- —� - � TFIE ORIGINAL DOCUMENT. _ _ _ _ _ _ E �Z 8Z L�Z 8Z �1110 Z 6i 8T Li 9T I S�I h�i £i ZL �it i ' 6 13 i L 9 9 i' EIlill►I1I1111��ILII IIII�IIII III ,III IIIIII►Ilillllllllilll�l►I►lllllill l�1►�11111111111L111111111111 ill III 1I►►�►I�►►1►III � l 11 III I�_l 1111 Ilil!l IIIIJII i� M 3� 9 - CA CV) N FILLER AT THIS CND OF I i Z.Do U) o SIGN CRv GL` OVABLE FOR • I 1 0 ` 4.00 � M A Il-►• '-Vs-1�-1-MI►GHINE BOLT 4 L.W SHIPPED IN FLAG' U 'C ON SIGN• NUTS ARE WEDDED CL b INSIDE SIGN. SECTION B-I3 cr ao V a f Cn o J (J iii/VVV\III< TUBE Sq 0 f-- DIRECTIONAL SIGN &)" io•A 3 All NOT TO SCALE S^ L'-b' t►+s DrUwNc AND Au r+taRUATION is - THE PRWIly uF HUN WIN ODRPglANK AND%W1 NOT e':REPRODUCED cA u%D RCEPT FOR THE 1040 FOR On IT IS E)ffitMY FURA'SFED. THE DRAMNG AND ANY COPES Mi�^ (n 00W EF, SHAH Of RETURNED TO THE OV.CJ UPON nANO. EL ECTRICAZ- 3 '-o"x 3 -o,, .9ccAss EOE.,E'TAG S• kr &a^ 8' 121/ CONDUIT FOR LOW VOLTAGE SPEAKER 2 - 4' � HI-VOLTAGE CONDUIT LOGO SIGN (; NOT TO SCALE @� 61/,' -� Q S4�.. �• j• Off' • 8 21/40 ¢ 0 Ad. 0 3 81/24 81/2' - f • (1 W "WfiANCHOR BOLT PATTERN WW - — 00 coI - -r., -T DOUBLE NUTS AND 1• tt Q s. I 3' FL WASHERS IK �� ®_.L.•�J OZ a: Z W W < 0 • BACK CLADDING3' a- GRADE _ ND o z a: 06- 0 < 0 ~ LOW VOLTAGE SPEAKER ��- ; ; sR�oE �cr Soxc,.c Z U F3UILDII4G 140T TO SCALE Z F cc MENU BOARD 4 NOT TO SCALE 0 Q 9 CONT. CONC, CURB W/1 4 BAR 1/'2"0x1--1/2" STUD � II L f-- BAR PIPE WELDED TO TS (2 TYP) CONT. (SEE SHEET AIA, R LENGTH) fA- 2 x 2 x 3116 TS ' t _•'N B�� rA A� J / 3'-10" 7." GRAVEL BASE-------- T,•: , ' ' to 6" CONC. SLAB . 1/4" ,� 4'-0" TYPE ��C11 DRIVY'�AY SECTION j \ ---s ' , ' .--' •t ' 1 2" GRAVEL BASE C 0 N C. CURB , / - � Contraction joint (it / �J'�' 2 1/2 HIGH RED DECAL LETTERS centerline of driveway_ /\�/ / �/ NATURAL GRADE 112" 0 ANCHOR \ \� \\ \ \ . \ \ � 6" Match existing BOLTS ® 4 0/C 4 0 WHITE PVC PIPE " ---� I Rod. FEVIGIOW �\/�/\ /� 1/2 Rad. I driveway 4 W/ENDS NOT-HED TO D , FIT AROUND 1/2" STUDS �;•,` „ ovemenl ,� i ' FIELD D i:;• 7 surtace to ( RILL FOR 1/2"0 THRU"BOLT W/DOUBLE I�" :�:i �% Right of way NUTS TO SET PROPER CLEARANCE HEIGHT ' �� Bock of walk-, C lJ R B SECTION SCALE 1" = 1'-0" , 3"0 PIPE I Class 3300 Concrele ��' •q in c`irbs DRIVE THRU-- I ` 7 WINDOW W,41_L ALL STEEL TO BE SHOP PRIMED pr CONT. CONE CURB W/1 4 BAR AND FIELD PAINTED WITH CONCRETE 6„ CONT, (SEE SHEET AlA FOR LENGTH) - tai HOT 'N NOW PURPLE 2 -° - - SIDEWALKS r I W s" coNc. SLAB (o 1) Walk location may vary. See typical sections. * 4' Residential kk I `O 0 6' Commercial • • � ti �� ' . • _ _ FINISH SLAB 2) Walks to bf CIOS� 3300 � 1/2" 0 ANCI101� �.. ' ' \ . •I I.a . \ r Class 3300 concrete in curbs, BOLTS ® 4' 0/i: •.' ' .c' „ ,� r'�--• -1�ri r- ��_/�— L GRAVEL BASE '� \ I �•I '� Concrete a minimum of sidewalks and driveways FILE NAME • 4" in depth. 6'. �\ WELDED CAP NATURAL GRADE \ ,b i .r Variable o+,AwN�, • \ �- 18"0x48" DEEP FOOTING _ /� Low 3) Walk joints will be as " HIGH f0110WS. I 2 � DATE C U R I_3 _ I i ' _ j pQ S On -- tf. I •: ��:"�, �.: •„fT- .i 6Busnrlo,Yr I , ex n I every 45 , �•e"'•t^- I SECTION - - contraction— ever 15ft. ' - -- SCAL.F 1" = 1'-0" DRILL AND TAP FOR 1/2 BOLT m o r k s/ WITH LOCI( NUT, 1 HIGH, 2 LOW, rooves every 5 ft. SECTION A- A �9 120 APART q 'IIp WEETHeft EW A-A 13299 9W C'(-fir:,X 1= I C C l_E A R A N C E BAR DETAIL _Dr_RIVEWAY _CURBSr and SIDEWALK AlF H [r'�I-Il�ri a r' — ---- — -- 9 1-11F 4 171 NOT TO SCALE FACtJTY NLOAS s - - 86--0040 IF THIS DOCUMENT IS LESS I1I1! 11 1 � T1r IFGIBLE THAN THIS NOTATION, - - c _ — — --9IT IS DUE TO THE QUALITY OF � 1� I�i I III I i I I iiI i I I iI iI i I ii IL - APRIL � 3 V 1994fix THE ORIGINAL DOCU'MEN'T. T _ No.31, �0E�81�, T1111 fiZ EZ�Z iZ QZ 6i 8rT LTT 9T 4T - trI ET Z-i iT i 6 1f3 L 91 I �,IIII — - _ �� ►�I�� it, � �� ►��I�� 1�� l�� I�� I��l� ��I�� I�►�Ill,��l►►�� I��l��ll�►ll�llllll , I11 i Ft SW PARK STREET V a. u R. 89 08' 25" E 200:. 1.' N 89' 08' 25" E 110.3 SIGN V POLE LIGHT M DRAW 40 ALL W MIATIW 6 / LAWN AREA LAWN AREA SIGN � o WIN� D An� IS EVRESSLY ROMM. THE DRAWL ^Q� AW ANY COPIES T4=,PARTIAL OR� LAWN AREA WAVIL SNAIL K INX00 m THE DOM POLE LIGHT 1 LAWN AREA / / v 0 Z ! > «� PO a)LE LIGHT �'��. : � � �• �� ti OF SIGN f / PLAIN KEY Ili X11 • ,..: ,�,. `�� o ,:. KEY QTY. NAME SIZE SPACING W IL �-- Q LAWN AREA Gj� E 9 PHOTINIA FRASERI 1 gal. 5' 0.C. C /' c zV Z / LAWN AREA `� Z LL CLEARANCE BAR C2 V Q SIGN \ ,a 00Q L_0 n LAWN AREA " LAWN AREA tv S4' LAWN AREA A.j: I ) MOM S 99• ` POLE LIGHT L PYLON SIGN G ` S 89' 08' 25" W 100.00' LANDSCAPE PLAN / SCALE: 1" 10'-0" I l FLIE NA K- PERSITE DRAWN 9Y, GJC,/PTS CWD ft DA16 4 NOV. 1992 9lLDW TYPE? 2DC ,*10ET 1:'1'299 Sul FAC I F I L 11 15111,1 L1 1 rT d 42 FACLITY NLWBM 86-0040 W • 1 I 1111 III III IIS 111111 � I1 111 III Ilt ITTFT] rig 111tlt- 11-11-1 t 111 11► til rir i1 i ! I X11 � I � 11111 � 11 IIS III r I ! i ili � ili LE THIS DOCUMENT IS LESS T I I f( ( 1 I I 1 2 I I 13 I 4 I I I 1 I I 171 I I I I j,�`' '�� ? 4 ...._. LEGIBLE THAN THIS NOTATION, �– -� _ 1 Q �� 11 12 lei IT IS DUE TO THE QUALITY OF — -- – v — - THE URIGINAI� DOCUMENT. E ' Z 8Z LZ 9Z �. 6Z EZ Z TT OZ 6I 8T —LT 8i 4tsT till 1 TT T 6 ILII ILII ILII II!I ILII 1111 ILII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIiI IIII�illl IIII�IIII IIII�IIIIIIIII�II �iIIII�IIII Illl�lllI�IIIZI llll�llll Ull�llll llllllill ' 111 11111II1111111111111.i1111ll11111111111!LllllILII IIIIIWIII 3 SW PARK STREET V [� Ku Iff 89' 08' 5" E 00. 1 1 -� N 89" 08' 25" E 1 0.32' �r ■ 1 411 ' 8 _ 1 2 3 8 Sol M DRANK AAll NFORYAY10N 6 6" / NO At PROPEITY Of HOT 11 WX OW"A11CK AND 91AU 00 a[REPRODUCED OR UM / \ DXFfPr FOR flt ROPOg FUR 0"17 Ui EPRMY 1LOK ED. Tlt DRANK • AND ANY COM I XCf, PARTiAI OR CDUPLEIE.9111 81 REIURIFD TD H �• � Y 000 UPON oEllAND NONE + � 5 e A O [� 4"/ ` GENERAL. 0 Z REFER TO PIPE SIZE SCHEDULE FOR PIPE SIZING. (Q co GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SLEEVING. Off' SHRUB HEADS IN RAINBIRD 1806 F.R.S. BODIES. TURF HEADS IN RAINBIRD 1804 P.R.S. BODIES. W INSTALL VALVE BOXES PERPENDICULAR TO WALLS, WALKS, AND CURBS. ccNZPLACE TWO (2) VALVES IN SAME VALVE BOX MIEN POSSIBLE. � Z „�• ��\ O INSTALL HEADS FLUSH WITH TOP OF WALKS, WALLS, AND CURBS. Q O • ,Q� / P E SM0 SCHEDULE LL U j2 CC PIP C2 FLOW PPE GM I- (, O - HP-12 OQ 1 - 10 gal. 3/4" CLASS 200 PVC ' n O p�• 10 - 17 gal. 1" CLASS 200 PVC = IL 2 CONDUIT FOR �� " � � � 17 - 27 gal. 1-1/4" CLASS 200 PVC CONTROLLER 4 , 27 - 36 gal. 1-1/20 CLASS 200 PVC WIRING J / GENERAL KE( sS• S CLASS 160 SLEEVES - 40- 6" AS NOTED 4 \`r �' CLASS 200 PVC PIPE - TYPICAL 4 POINT 01- CONNECTION WITH 2" FALL VALVE �cu -�- 2" DOUBLE CHECK VALVE � A \� o —� 3/4" QUICK COUPLING VALVE W/LUCKING 1.11)MA ' 0 MANUAL DRAIN VALVE ---1-- RAINBIRD P.E. SERIES ELECTRIC VALVES S 89' 08' 25" W 100.00' 8 RAINE31RD DUAL PROGRAM HYBRID CONTROLLER HP-12 cj i / FEAD KEY I HEAD CC>wA'AN1r end CATAIACI!�a RADIIJ@ GPM RRIGATION PLAN ck C:�' Q RAINBIRD 8 SERIES 8 .39-1.57 30 SCALE: 1" - 10'-O" m RAINIBIRD 10 SERIES 10 .39-1.57 30 (] RAINBIRD 12 SERIES 12 .65-2.6 30 1"NAMB PERSITE V AA I>< RAIN131RD 15 S.S.T. STRIP 1.2 30 DRAWN Oln GJC/PTS • V H RAINE31RD 17 S.S.T. STRIP 1.73 30 CHM By, 0 O RAINBIRD T22 SERIES ADJ. .65-2.5 45 DATE 4 NOV. 1992 nu.txro TYPG 2DC; L2 1...1 OF FACILM NlA413's 86-0040 I ' , - -•— fl III_II�IIIIIIIII Illl, lllllll�h APRIL ?0 1994 IF THIS DOCUMENT IS LESS _rfIlIr 1111III I I ISIII III1I fI1iTP� � LEGIBLE THAN THIS NOTATION, �� 0 10 11' IS DUE TO THE QUALITY OF 5 No.9e �•�_�-:,� Will 4. THE ORIGINAL DOCUMENT. _ ��____ Z —8Z GZ 8Z Z 6Z EZ Z tZ OZ 6I 8t Li 9Y Si 6I Et Zt ti t T6 8 I L 9 9 E Z l VIit, li ��II►1111 IIII illi IIII Ilil IIII II►I1IIII IIII Lill Ililllll� IIIIIIIII Ilil�llll 1III1IIII IIII 1111 IIII�IIII IIII�IIII�IIII Illl�llllill iillllllllllii�l►I► uli�llll uu�ullli a�llllul!�ull �11��1llu11�llu.��i1.IluW111W �Lllullll��ul�lllll I�111Ill11lol 1 9 vr ��'f IFR ,�ffl Ito ��'".��,is�•�\Y�AA .{14t`1/�'.1�.�,�, '��1� 1� •T Y��•'�'�•!'�1'T; 1••.,E. "' b •'M }I •.,, .w, ..•.�. • . .• - :,. T -• _ .w».•••ww..,,..•. - _.'- •�•�•�'��v _,,,•.-.,._ _--��.v- _ - _.. -.._�..-.___� -� � y- ,•6�ZrT 1�N� (l,�T1 ► • T�'� �fH? S) 'f 1 't•1, y.En. .� . •'...; 1 •`..,'•+ . . :. �•' .I :r�� i'.' , •, "� ^.''j-.. , .. . • .. •. r �• -- - -- -- ��• /^/;If r`)♦i �� '♦�-, ..�,rrv. .i11•l � ,` •`' •ti t.. . .1� /• i '�' ' / ' .'• '► ♦, • . s V� '.. �. ,7 •.•�',T• ► �, v ��• / - ' , • '. - r + + ki �.A •�. t 1•' ,. ' j. . , ,, Illi•- r LANTING SP-ECIFICATION..., 'IRRIGATION SPECIFICATIONS e : ,r♦ •l ,• ; ' 1 1. SLOPE Of Mcm ` * �•�.+� f 1. /COE'_EMYmf�K Qo tl# �`�I Kim _ A 7H1S VVOFTK BFHALL CONSIST a PERFORiAANG CIEARNO AND ORUBBNO,SOIL PREPARATION A. THE WORK INCLUDED N THESE SPECIFICATIONS SHALL CONSIST Of THE FURN19HN0 OF ALL F INIISH tj*'U1NI,AN RANT TH AND UFITE GF,AIN ES NEC O ALL V FOR MATERIALS 10(X/. LABOR TOCi6.MATERW 8.APf•LIANCE/,'TESTS.PER1Af1/,ETC,NECESSARY FOR THE , �r ECIINIENi,Affil ANY OTHER APPS/RTEIAIMICEi NECESSARY FOR THE COIIPIET 101 Of THIS NSTALLATKA COA L oNU5CAPt SPRINKLER S"I LM,AS MiOWN ON OENWINCii. T ` • PROJtcr IBJ � I S 11AIEHL6LD / R 19 TIE MEM OF THESE SPECIFICATIONS 70 ACCOIAPLISH THE WORK OF NSTALLNO A I i •', SPANK ER IY91IM C AAPtr fE AND OPERAS[ IN AN EFf•CIEM AND SAY"ACTORY MANNER A OF NE RAL-A1 L MATERL64 S SHALL BE BEST OF ITS KIND AVAEABLE. DO NOT BEGIN 90l ACCORDM TO THE WCej(mAV11(E STANDARDS EST A&LSHED FOR SPRNKI ER OPERATION AYE �/ i � 1 f 1 PREPA,FN.TK)N ANU PWNI I'1li INEJI l F1Rk3A1 M71N HORN AAOl1N0 PNO M ANT EAT IS COMPLETE FOR FULL COVERAGE. C4.,A A � A'PG ANO fHOVED C� yy _ / PANTS-AEE I LANTI WALL BE HEALTHY,OF WWI OROWT H,WELL ROOTED.FREE FROM 1. DISEASF AND INSECT• OUALfrY AND WE Of PLANT MATERIAL SHALL CONFOAU TO THE STATE AS PER IRRIGATION LEGEND NjOWN ON DRAWINOS. IV � Q� OF WAS HNAiTUN GAADf♦t0 CGDE CF NURSERY ST OCE(AND BE tF NUMBER ONE GFIAI`E S, 11FE CATICI 1 1r � R�NN•.�L✓ 1 V IrCL kq ,� / '1 ' C. VARIETIES AND WEE O'PLANTS SEOUL/E AS SF101M1 ON DRAWINGS. '+' �i1� r r � � �co Vr� O � ,✓ A BEFORE PROCEEDING WITH ANY WORK,THE CONTRACTOR SHALL THE OWN V CHECK AND ) I �-, r ' - VERIFY All DNINENBK)N8 ANO i1HAlE REPORT IJNV VARIATX7NS TO THE OWNER,$AEITFNOALZED I'� � LO*4,6 & t.L- - '1 ► el tESII.EZFN16Nfl 11EPRLN3ENTh i NE A SAWDUST--0III/E FREE OF SALT AND WEEDS. •�.�•� /^� / THE COM FACTOR BHALL WRFY ANO BE FAMIt.LM HATH THE LOCATION.WE.ME99L RE.AND THE SOUFWI Of WATER iUPPLY IO TT•1E SF4%g IEA SYITTEII AS SHOWN ON PLANS. I ORUAFSCfERTll7ER-.lWl BE PROCESSED SEWER SEUCOE WRN MNMNI'M COM EM Of 1% I AI�� 'T/u r ♦T�� WT FkXAV AND 2%PHOGFIINOREC ACD. C. THE CONTRACTOR,FNDNO ANY DOCREANC99 ON THE DRAWfNVGS DURING BIDDNO AND I OR �.��11{rI �'I.rTI , C. ORGANO 10F 0OIi)fT10NEA-/f1A11.BE CRCLWIC BASE MA ERIALS COMPRISED OF PRIOR 70 PRC ;EEDNO WITH ANY WORK SHN1 NOT FY THE OWNER S AUTNORIIEU O REPRESENTATIVE OF SUCH DISCREPANCIES OTHERWISE.THE COMPACTOR MUST ASSUME \ CIL N1 &MDU D VfO ULIR E MATTER AND CAUP`IIFTED 10 RT MCTERIAI CULTURES. FULL AEWKXUESELRY FOR ANY AND M1 NECESiARY REWIONS. 0 : a►rT ANNNO 1'O E•OXII T PTY,AMYAI„DA HU MAN v,rl E. CrIG�cT►I„v Mix �. Q D, ALL LOCAL.MUNICIPAL,ANTI STATE LAW'S.RULES AND REOUEATIQNS 00 N 11RNO OR RELATEVG O I 70 ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED CORPORATED INTO AMADE A PANT OF � e~ A LANDSCAPE WORK SHALL/E ACCORDING TO THE WIORKmAA/OE STANDARDS ESTAaLMHED FDR THESE WfCFLATIONS ONS AND THEIR PROVISISHALL/f CARRIED OUT/'.'THE SPRINKLER �•-• WJt)S('JVE C41F8TRUCTgN AND PLANT NG. � �`• '�� E. All Y�(CAE1fD F011 IF THE DRAWN(IS/Y NOTES SHALL IC TION AND AND INSTAL LED �J p Mab •f, A■ ,w+� 1 c� q l WNEIHER OA NOl SPECFCALLY MENTIONED 147-41 SPfCF1 ATION3 AND L OA DETAILS ,y�� • �., / !�\ E a�^ I 1ri•w /' U vla�ltt F M 41 W11WIM1111 1 a ulfaUtx A SEFM AND DURI NA3 PAELIMIII GAADINO AND FNOM GRADP'7,ALL WEEDS AAD GRASSES A, AMLWM W O%C.4c I w- MIX /1 y(f'� � �j/�� m t% T I[N}woOWD ar $A '1 ftO V Elwl is m RHO=fca •pt N MNK,/E DUO OUT/Y THE RCX71/AAO pl/POSED OF AT THE C.•MRACTOA'S EJ�ENSE � �♦ J /„ q�t AD �� ANO WY 0�►O Rf]�F,F M 1Al A THE CONTMCTOA SHALL EXAMINE CMERILLV THE SITE OF WORK CONTEMPLATED AND THE `� M� A caWY 03 w3 1/ ,PARI M ' ►iK)P()llAl,PLANS.SPECIFICATIONS AND ALL OTHER CONTRACT DOCUIIEMS. R MULL BE + _ -` �u� ASSUMED THAT THE CWRACTOPIENCOUNTERED. HAS ORNI D, MAT AND B SATISFIED A9 TO THE —-�...... �/ MIX 7� �l�C�TIA�4� A CULTIVATE ALL AREAS M BE PLANTED TO A DEATH OF EY. ALL DEBRIS E70'06M FROM ASSUMED DM TO BE ENCOUNTERED.PERFORIIA KI yED AN 1l S TO BE NFNISHED,ANO N TO EIOCAVAMN AFD CULTIVATION BHALI SE DW06ED OF AT THE CONTRACTORS EWENSE_ THE REOu1REYEMS O'THE SPECIFICATIOAM. All WORN(ON SEPIA/SHAH/E N NK /I 0 'AM VII ENL Y N AL l PLANT NO MEAS AND T LL(2 DAEC T IONS)INT O 1 OP N'WRH THE p(EnK f011(AVMD PEA lA00 IQ F1 7CIL SIC rARb/Of SAWDUST !CUBIC YA A COMPACTOR THE SHALE FURNISH,TO THE OWNER.A COMR11NO ETE'A&_BULT DAAwON 1GR OF HXIINPOSTED SEINER BLUGOE SEPIA AND TWO PLAINTS 9110WN0 W T LOCATIONS OF ALL TTcuL INSTALLED THESE ARE TO 1 , TUREAL GYPSUM 00}Cri1►.W AGRNCU /E DELIVERED ON OA Bfft1RE FINAL INSPECTION. so FOUNDS NIT RaFORw pookw 3800BLUE CHIP IRE NCH SHRUB PLAN i LNG TREE STAKING BOX TREE 8L GUYING ,"' ' 1. ,• POWICH A 7RETECNfS FOR PLASTIC PPF SHALL PROVIDE A MINIMUM EARTH GONER OF Ill'ABOVE THE TOP APPROVAL OFT9 AND SNRV99 AT THEIR I BEFORE LOCATIONS A9 PER THE PLANS AND SECURE THE OF THE PPE FOR All M"ALNE AND It'MNIMUM OVER ALL'LATERAL LINES". , AF'PfiOVAI Of AHF.IJVOiCXE AApHRECI BEFOAf EJCCAVATNO PRS.MANANG NECESSARY AlID.At/rT+erT/A:.D+RE:CTtD. t•. eFIFsOtee.TfslM A. --�--♦-'� -�• ' ' p � I �j�4�J 1/�`l.1/�� O✓� G�' 'a IN . • A FLAMN J PETS SHAM Bf DUO WITH IEVEl BOTTOMS.WITH IMDTH TWICE THE DLAMETfT10f ROOT A ALL MAN LINES N THE SYSTEM SHAM BE CAPPED ANO PRESS ARE ESTED AT 17!S►SI FOA A �� IM�1 l�I v� HWO 1 ry�� ✓mow/ ��09 �. I CIO � oum /All IND F- LLOWINDW*A TWW THE L E010% Off ROOT TH BALL. EACH PANT PTT SHALL SF BAr�i'E IED �� M r✓1 Nw'PV r v/1 MATH TTIE F(X1 OWNO IFIEPAJiED SOE MI1QD TNOAOl1G►lY. L A"40 PI OR fFr M3 AND NSOALLNG NEW MATE�RN ITS DPLACE. EMOVN/O THE i U 1 1 IN loeri /lyy�, C;4 per) Ad�G, Cr '_ (p, y I PARTS SAWDUST SY VOLUME S. THE CONTRACTOR SHALL NOT ALLOW NOR CAUSE ANY OF HIS WORK TO BE COVERED OR 1 I ! 1� r}M( �.� A LJ Vv rT'7��J r+ �--+� Z PORT 001CA A SEWER 91, VOL ENCLOSED UNTIL R HAS BEEN POPEC TED.TESTED.AND APPROVED BY THE OVNIEA S �-4 / ` `/ �L. I PARTS OQ.AdA1ED SOl h VOLUME REPRESENTATIVE. 11 Oww•AGPX< KANT NO TABLETS AS FAIOWS r M NT M/C� i �1FV�1 TAaLETS►ER 1 GAL.RANT • CayLaAaLum •••••• i/ \ ` 'w' +,� �� EI T AOL ET S PER 10AL-PLANT , `- wN' , ( ) v/ L-v�' '•+2�/', - L TABLETS R Pf T I1 GAL PLANY I A WHEN THE AUTHORIZED SVS.EM f,COMPLETED,THE RFORMA(:TOM,C THE PRESENCE TE THE /" \ � � • LARGER PLANTS(�TWO TANTIl1/PER UT DWI.Of TRUNK G1lPER OWNERS ALRHOYiIZED FEPRE9ENTATNE,SHALL PERFORM A TEST COVERAGE OF WATER �'��•��"'� � I r AFFORDED THE LAWN AND PLANT D AREAL.COMPETE AND IR11M T C THE COMRACTOA I +:� 'F /i 1" �/-�• w L PREPAREDANT SHALL.A D ANISE T PLA r I' BOTTOM Of PIT FILL PRET'ARN SOIL WATER I N DE fUrCIES1 AL C MATERIAL MDP OWN C N ALL Nqf�(REQUINED TO CORRECT ANY i r 1~ �{,.�/• �( '�Gi/1 0� � r�� • SAIL(>F PLANT HN2 WAY.AND INSERT RANT TI►dIET/. GOMPI ETE SACK•FIL1Aq AND WATER MdAOE(NIL:CIE/OF COVERAGE AT HIS OWN CO>iT. IZ � • . . L`T--Y 1 COILED �T1'� '.�1 �•. IZ° C. All RANTS SHALL S SET SO THAT.WHEN S[TTIED.THEY BEAR THE INO ANSIP0N TO TILE 10 r•ONNTRn►�w Ir to 1 �T Pym'�•�� REQUIRED GRADE AS THEY/URE TO THE WITURAL QpADE/E><DiiE/f ANO TRA/NeP'IAMEI. . U w�r'v A COW ROLL ER LOCATIONS SHALL WAS NOTED ON DRAWINGS OR AS LOBATED BY OWNER'S F9 14`61' WC. SAMEDIATTLY AFTER MAKING,STAKE ALL TREES TO PREVENT DMAGE FA0M WIND AUTHORIZED EF'OL REPRESENTATNE. • Ilr pop(LODOE STAKES/EJNGTH AS REOUIRED►. FASTEN 1 ROES 70 UPPEA EM OF STAKE N AT I LEAST TWO 11)PLACES USNO HOSE TTIES � YPE /. 120 VOLT SERVICE AND HOOI(•UP TOCONTROIIEA SHAH dE/Y CONTRACTOR. R IS THE � �""� • • E PREPARERIEARTH BASN AS WIDE AS KJWTNO HOLE Of EACH PLANT. RESPONSIBILITY CAF CONT ACTOR TO NOTIFY ME PROJECT SUPERINTENDENT WHEN THE ., • • CONTROLLER 16 READY FOR 120 VOLT HOOK-UP ` F. WATER SIMEDLATELY AFTER PLANTING. WATER SHALL BE APPLIED TO EACH TREE AND SHRUB IN r V1 � 11. Q w *,NCH MANNER AS NOT TO DISTURB BACKFILL AND TO THE WM7 THAT ALL MATERIIALS W THE 111D"CLE PlA "CLE AAE 7HOROl1GFIlY SATUNATED. A. ALL COMMON GROUND WIRE SHALL BE WHITE. NI� uj sumSWOIJID OWER ftANTNo:REIrOVE EAR7TH MANTO fNl•H am"4mprtro/E OF /. DIFFERENT COLOR WIRES SHALL BE USED ON F'0/ITIVE WIRE FOR EACH VALVE P1to O • E�ocfe3 C. FOR WIRE Sin.REFER TO THE MANUFACTURERS CHART N I ��1 G Id / ` 0. NO WIRES ARE TO BE SPLICF-D BETWEEN VALVE AND COM ROLL ER IwCEPT AT VALVE -1 I �'/G• D �illiii `� ' A ALL GROUND COVER AREAS SHALL RECEIVE A V LAYER OF COMPOSTED SEWER SLUDGE PACKM I vv /CJI I f L 6061-w- �y.�� / rn LOCATION r u �I ^' I VJ M O THE TOP t•CF PREPARED SOIL PRIOR TO RANT SENO GROUND COVE RL .I F'LT►f Y I �1 .► C.� �f 7'�IIA•• t'E'• : f '• 4 SPACING AND VARFTY OF GROUND COVER SHALL BE AS SNOWIN ON DRAWINGS. .'! ALL VALVAE HooN1�P9 SHALL BE WITH RANa1ao►EN TRE WIRE CONNECTOFts OR EOUAi. �l y�y '^''' • • • C. SAMEDLATtlY AFTER RANTNO GAOUI D COKER.CONTRACTOR SHALL THOROUGHLY WATER IL SITE VIRIFICATKIN •RO� .' 1 . r •. Q� � R A xCOVE 'THE CONTFMEA d1CTOR!HALL VERIFY THE CORRECTNESS OF ALL FN1PfURADES WITHIN THE a 1(E' h�l I Vr✓ L F WOW I N CODER TO ENSURE THE PROPER 901L CONEAAGE(AS SPECIFIED)Of THE - D. ALL GOUND COVER AREAS SHALL BE I AEATED WITH A PRE-EMERGENT BEFORE FNAs ar^r� ;�•� ,,'..' 1 LANDSCAPE NS'VECI ION GRp(1ND COYER ARE_A9 SHALL BE WEECED PR10R 1?APRY1NQ SPRNI�ER t111TEM PPI. T r . uw l� r�. �w►Y y,ILrA/ ,; PRE•EAIERGENT. PRE-EMERGENT TO BE APPA IED AS PER MANUFACTURERS RECOMMENDATION. AS. SIF G(,Uf'L• Imp h E q �1 ��y� - I I �P T r:�WT� �i ' . I. FbM OBAOM A CONTRACTOR SHALL KEEP UIE PREMISES CLEW ANO FREe OF EXCESS EOUIPMENT, • /�� F•- o•'1': MATERIAL AND FK140ISF1 91111MENTAL TO WORK OF THIS SECTION I rO./ I Z �.�pox ek_I f r jl i�Tr X11 /1 ✓ /1 ✓�1� 0 f•►�T./ !r:�•. _ A ALL MEAS Wil BE RECEIVES BY THE CONTRACTOR AT SIAMANTIALIY PLUS/MNLA JS FEET OF s;rr r,: I Z �N I i J . ,• • F WASH GRADE N. LiLLABAtirE� 1 ` T L• ' w O;� 1•. +' A. THE EFNTWE WfmnEA S1S�EM SHAT BE GUARANTEED BY THE CONTRACTOR AS TO / mm4* ft -- /. All LAWN ANO PAMiNCI MEAS SHALL BE GRADED TO A SMOOTH,EVEN.AND UNF01iI1 PLANEhLATERLALS �(.� 1 PV'�PIR`L I p�' �/ OF BACJIFILLED AFIEM MOW GRADE. WAY FROM THE BUILDO".MTH NO ABRUPT CHN4GE OF SURFACE SOl AREAS AiDJACEM TO THE BUILONGS SMALL SLOPE •IPAA PERWO Of ONE )YEAR FOLLOWING IMF.DING DAFTE OF FINAL.ACCEPTANCE OF THE WOW. �►40 I i T f. v.� 4FL(f- X 4o..I I'p J'Hftso T•�• �V 5 L.,... -1— ,p��-� ca.,.7' 4' •, r C. All RNNTNO AREAS SHALL BE(WADED AD MANTANED TO ALl(]tAf FREE FLOP•.OF SURFACE IS• •• I ' �� • A UPIM THE COMPLETION OF ALL PLANTNO WORK,AND BEFORE FINAL ACCEPTANCE.THE V �' f ,�. „ .,• JK MIARANTFE CONr%IkCTOA SHAH REMOVE All MATERIAL.EOUPMENT,AND DEBRIS RESULTBIIG FROM NO WORIC ALL PAVED AREAS SHALL BE BROOM CLEANED AND THE SITE LEFT N A NEAT AND rya•( ' t'�I•►' . A. CONTRACTOR SHAT GUARANTEE ALL PLANTS FOR A PERl00 OF ONE(1)YEAR. t, M 11 a ACCEPTAEIIE CONDITION AS APPFIDVED SIY THE OWNER'S A1ITI/0RIZED REPRESENTATIVE., 40&6w POP—UP LAWN/SHRUB HEADS QUICK COUPLER /HOSE B I B B REMOTE CONTROL VALVE •,:c`� A UPON THE COUPLETION OF AC PLANT ANO WORK AFD BEFNAi ACCEPTANCE.THE ' rf 1 ' ' • '` 0OMMCT011 SI/All NSiKI,MANUAL AUTOMA6BIC OMN VALVES AS REOWRED,F011 TOTAL ' �'1,-`( ,r :•�•�, COW RACTOA SHALL REMOVE ALL MATERIAL,EMPMENT,AND DEBRIS RE.3l1LTNO FROM NO ArRNKILER SYSTEM DRANAGE• 1. •' � WOW. ALL PAVED MEAS SHALL BE BROOM CLEANED AND THE IjTt LEFT N A NEAT AFD •1 ACCEPTABLE COIDfT1OH AS APPROVED BY THE OWNER'S AUTH911I AfTW2 NTATNL } ',r E'• A CONTRACTOR SHALL"MAN FOR SO CAL ENGAA DAYS AFTER FINAL_ MAMAN TREES,SHRUBS AND MEA PlAWS BY PRUNING,CULTNAT1NG AND WEEDNO AS F �• RFOUIRED FOR HEAL THY GROWTH. RESTORE RANT NG VJJCEAS,Tb3Wr:NV All REPAIR STAKE AND j N •, ;. ' / OUY Sl1PPW 5 AND AR SET TREES AND WIHU69 TO PROPER GRADES OA VERTICAL POBITDIC I N AS �+ :•,. �, REQUIRED, AESTO W OR 14MACE DAMAGED WRAPrNG/.,STRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE Of`♦SECT/AND DISEASE. l� t WNTA/N LAWNS dY WATETINQ FERTiQNO,WEEDNO.MOWING.TRIMMING.AD OTHER J ti • ''•C ' OPfRATK"SUCH"EINNG OLL ,REGFlAI AAD FtULA%NiNO AS REOUTAED TO ESTABLON A L A T l G VA L y ��D k. SMOOTH,ACCEPAaLE LAWN,FREE OF ERODED OR/AAE AAEAS. COST PIER MOUTH AFTER WIAL WDAY MAINTENANCE PENOD. '�"'�•� / ''� _ ', I —• � I I I _ — �- I �! c'� �, ;� y ',• _ _ ..� - _ �JIR-�GT1C>t•J [�1c G1JP'F�l 1 IRS`"r�` ,''..�1""„•' � l � \� ; I "1woo-rr�'!Z, ( I FAN ,, I• - I " W vv T W 1 ft, --TO \'4AT E R. /A\E T1,2 O VA L_ E 5 --.- IT NI'L4.�411••"� ( .t T-1---- - Cu. 1 , - 11-1STA LL WITH ADEQUATE CLENaR- DRAWW Eno a' — _ I- __•_ AN c E, taAl!&, /�/ �C�, P_ I r-b I LI T 4' SCO 2, -T-E•EDT'11J GI �' IL-1 D /^A I �T cIKv Err' y,:�.,• r 1 A ti l c 12')\11T W I P9 n l N; { : ':: I� G -T"' E T- �� D �/� F f i`_ : l T�1 C-z. CONVIIJ;-7r2 mvvm � � �-� a••'�h-Wll43 t, DATE~ J' b•'ti` AI . - --- - - - -r A ' V r),�l-� ��1 �l i'h-�M ( -�-.1 w� _ �L'1.�(%Q1�! I�J�/ _` 2 D C L 3 ''�[`� �.. �•�I N :•,• - + y —•-•. _ _ _..._ _.�� .� CONTROLLER FACi.Jil' M�]FA pp , ky y\' �EN�:i �Ir� i. .I' �•1'� 'l,•�', h'Tip ,�,!..E �� -IF s .., l •.�'�- 1 . , rir .V�471 M.Y.1�"�!✓..i1G�!'L'ti.A/ �� '♦!•''/: .%I,f f,'^•FYI•• '.. -�f•,• •' . '',J , •i 1 L_...._ .. _ '. , IF THIS DOCUMENT TS LESS TIIIlIfIIIII111 III III III III III III IIIIi11 1prTr1 1-1[-T IIIIIII IIIIIII IIIIIIII111(TII �IIIIII III III III III III III III III III I I IIIIIII' III III III III IIIIIII III IIIli1111 I ' qt�p � LEGTRLE 'MAN THIS NOTATION I 1 I 2 3 I 4( I CJ I l I ( APRIL- r_..� I T 1,i DUI, „ „ 1 4--- —�_--- ---1 _ _ - - 61--- 7�_. ---- 81 9 �� 11 1 1994 1�) 1 HE QUALITY OF � No 3e THE OR T c I NAL DOCUMENT. -__-____..____ -- _-- - - __- _ _ __---i E Z 8Z LZ 9Z 9Z 6Z SZ hi Ei ZTI iT i 6 � �L8T T 1 ItIl _d-- _ � _�II IIIIIIII, III, ILII IIIIIIIIIIIIII ,III l,ll 1111IIIIIIIIIIIIII Illlllllllllli 1111 IIIIIIII ,IIIIIIII Lill 1111 IIIIIII VIII IIII�IIIIIII�IIII IIII�IIIIIIIIII�lIlllll111111 II ISI II J a a i-- RIGID INSULATION BY BUILDING MANUFACTURER _d r, - N FINISH FLOOR VARIES, SEE SHEET Al A N ul w ELEV. R19 BATT INSULATION T5 6" x 6" x 1/4" 1 BY BUILDING MANUFACTURER .bCip BY BUILDING �`� i 2" NON SHRINK GROUT (MAX) - rt�MANUFACTURER ( I4 MIL POLYETHELENEVAPOR BARRIER BY G.C. x C I I 8'-7 7/8" -- - 11'-7 7/8"----- p ` 0BASEPLATE BY6)1 BUILDING MANUFACTURER io 0 G� z 0.2' I 1 MAX. 2' GROUT M01 TOP OF ALL COLUMN �� F.F. ELEV. ca I FGOTINGS TO BE AT is 6- --�--- - o-� �- 3 CLR. `_' O O _ --- THE SAME ELEVATION �' r L - - -1- -- - - _J G' I I I TOP OF DRIVE SLAB I I I VARIES, SEE CHART_ �r co TO DNAMW AND Au NMADON a 0 SECTION 1 —Y• THE PRaPam of t� WORK •�, AND *W1 NOT BE RDROWZ OR,Z co EXCEPT FON THE PURPOSE FON WCH R L- --I- - ---� SCALE 1* =a 1'-0" Is 034mY FURRM. If DO" � �^ -I L_ —I / `\ I I AND ANY CWO rHMOF,?AXIAL(.R I I ! I WO l RI�At RFURHFU TO If I L1 B I ( \ - ANCHOR BOLTS, SEE BUILDING DWGS. t-j FOR SIZE, LENGTH, do LOCATION Z � L_ _ _ _1 _ __ __1 I I I \ f \ I I I #j VERTICALS EXCAVATE AREA 2'-0" I I I I 8 EACH -� x 2'-0" x 1'-0" DEEP co 0 L .t. J FOR P-TRAP (6 TYP.) I z I I I FINISH FLOOR ELEV. m I I �/3 6w a -" -' 0 1 1 1 #3 HOOPS AT 15" 0/C `' /1 R19 BATT INSULATION O © U t\ 1 I I �' f' `� ''' BY BUILDING MANUFACTURER U M (n a I I I 'I I I ' a 2" NON SHRINK GROUT Y Y SEE CHART FOR ACTUAL L__ __1 ___ ._I 3" CLR. N I (MAX)( ) m FOOTING TYPE TO BE USED Y TYP. OF ALLa o> 4 MIL. POLYETHELENE 0 V_ I --- VAPOR BARRIER BY G.C. U �— I / /00 iv I M II NATO � FTG 20-6" RAL GRADE I • 1 I - - _ _ -- r-% .I to rt, I _ DETAIL OF CANOPY FOOTING SECTION 'X-X' - - 3" CLR. i CANOPY FOOTING -3 1 /8w I V-3 1 \ ' r_ SCALE 1" 1'-0" -- I � LAYOUT ( ( CANOPY FOOLING-EXCAVATE TH.S AREA T012 LAYOUT QQ DEPTH OR PLUMBING LINES I I 1 0 VARIES, SEE CHART — SEE SITE SHEET Al A FOR CURB AND SLAB LOCATION I I I I 0 = Q I CENTER LINE OF I I __DETAIL AT SECTION 7-T 4� 0 _JI _ FOOTING AND WELDING PLATES L_ lO SCALE 1" 1'-0" w IL 1 - I �- --- - - --- - (o cr: O C) Z Z I-1 LL LL ,� II o CL 0 C) » p Z 4 -4 14'-20 4�_4- Z co _ 1 1/2- Lc) a: FOOTINGS FOR WO IWSOIL _ 5/8' x 10" ANCHOR BOLTS 05 a 9'-11"-- 12'_11" - - r- ----- CIRCULAR -- - _ SQUARE — - c� 0 � 0 _ t-- I- DIA. DEPTH REINFORCING WIDTH DEPTH REINFORCING _ " - - 22'-10" -_ A 4'-0w ]_ 1'-6"_._(5) 4_x 3'-6" E.W. -- 8 4'-0' 1'-6" __U5- » w - E.W. #4 (2, WAYS ® 9 O,C. 4 --0 l'-6" 5 4 < 3'-6* E.W. C 4'-0" 1'-b" 5 4 2 WAYS O 9" O.C. 3'-6" 1'-6" 4 4 x 3'-0" E.W.12'-6" _-__.- --- --- 23'-4" STEEL BUILDING - 12'-6* w - w � " ---D 3 -6 1'-6-_ 4 4 2) WAYS O 10 O.C. 3 -0 1 -6 4 4 2'-6" E.W. S-0* . w w . w . w w E 3 -0 1 -6 44�2LWAYS 0 8 O.C. 2 -6 1 -6 3 ;ti 2'-0 E.W. 1/2" PLATE F -- -- --- 2'—h" 5'-0" 8 5 VER i W 3 HOOPS O 15" C.C. FOUNDATION (ALAN -- — SCALE 1/4w = 1'-0" 16 TYP. 12" TYP. OF 12 _- .D-___-- _--- _ WELD PLATE DETAIL FOUNDATION NOTES and SPECIFICATIONS: 1. ANCHOR BOLTS: SHALL BE ASTM, A307, SIZE AS SHOWN ON THE DRAWING. 2. CONCRETE: MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 YS SHALL BE 3000 PSI. 3. REINFORCING STEEL TO BE INTERMEDIATE GRADE OF DEFORMED BARS AS PER PER ASTM, A-615 GRADE 60 U.B.C. STD. SECT. 26-7. 4. SEE GEOTECFI REPORT FOR SOILS INFORMATION. ;COTE; .1-11<. FLE NAVe FOUN 1.) BUILDING PERIMETER FLOOR CHANNEL TO BE FIELD WELDED TO PLATES 2. GENERAL CONTRACTER TO PROVIDE ALL FOUNDATION WORK, IMBEDS, DRAWN BY, P. SHOUN AND ASSOCIATED HARDWARE. '��Cl PKQF,� � 3.) SEE SHEET Al A FOR CURB AND SLAB INFORMATION. cx�cv W,i Nc� 4. GENERAL CONTRACTOR SHALL LEVEL ALL. WELD PLATES 12" BELOW w p FINISH FLOOR ELEVATION BEFORE GROUTING. / � DA� 4 NOVEMBER 92 5.) CONTRACTOR TO VERIFY SOIL BEARING PRESSURE W/ OWNFR WEET NUMBM PROVIDED SOIL REPORT. �� AF ,�P PDO JOB NlJ1+ElB# LIF'IG I� ft�,l•II•Ifi', 17 A2 .1 .. r7f~ ��-, 86-0040 I IF THIS DOCUMENT Ifi I,FSST1fIII� Elliilllllllllll 111`'111 1111IIII IIIA f TTT1r TT�1J1 `11111` IIIIIII IIIIIII 1�Ijl1f �11 III III 1111111 III III III III III III � 2 6 I I II ' i �'llll III III 1111111 III IIII illll�II _ AP 0 11RILc l1994 LEGIBLE 99tLEGIBLE THAN THIS NO11IION, TO THE G4 5 IT IS DUE - �<.��..�.., UrrYW.•. _ ,;. THE ORIGINAL DOCUMENT. No.38_ _ E �Z 8�Z Z 9Z�Z I i'Z E�Z Z iZ -OZ - 6[ gi Lt W9I 9I' 6 [-I Ei Zi ILIIIIIIIill�llllllll�IIIIIIIIILIIILIIIIII�IIII111111IIIII\Illllilll\IIII1111\ Illl�lllllllll�llll11lllll�lli�lllill III\I�III\I IIII� II�III�IIIIIIIII\I III I�►111 I �IlIl-liIl_lll i l l l r6l, ll FLI ll1LlIl8 111IL llilt I Ill \��1111 I I T111.1 I I l I I I I I I I I I IJ i� • _} ` � t. ti,. -a +�/' r '1' r r. rt '�� s.t � 1 �' •l,:l.(.. aA-., �'" , _~ , J '�'.r , , ,• �-• �R� •r•' N ';1� - �— - t T �">�,. . . •, .: r ` �� ''t. SHEET INDEX .. ` . „ .r ��.- �v.� .4i��.'Y uhf, �x .� , 1 ;('.' r.. .Cr .r R .r D WG. N 0. r, I ,'�'• DESCRIPTION CS1 COVER SHEET ;,� ►,; , i' ,, �W '°" ' Al FLOOR PLAN & RAMCO WALL DETAILS A2 EXTERIOR ELEVATIONS A3 EXTERIOR ELEVATIONS • A4 INTERIOR ELEVATIONS (E THRU K) A5 INTERIOR ELEVATIONS (L THRU S) A6 CEILING PLAN & FINISH SCHEDULES E01 EQUIPMENT PLAN r -- - -1 r- - -� , •, — � \ -- - - -- — -/ _ _ F1 FOUNDATION PLAN & DETAILS � � _ � r � � � r � r -7v � S1 FLOOR FRAMING PLAN & DETAILS 1 � I l i � 1 1 / 1 1 -7 J S2 ROOF FRAMING PLAN & DETAILS f , Ll �. , lIl � I � � S3 SECTION THROUGH BLDG , , A S4 SECTION THRU BLDG _ — I I 1 i 1 S5 SECTIO IN L- _ — � - -! L_ _ _ JL, _ _ J � � 1 �i runniinu BLDr L _ _ J � _ — J LJ J it Iin�vuuii u S6 SECTION THROUGH OPTIONAL CANOPY HAMBLJRGERS P1 PLUMBING PLANS & SPECS P2 PLUMBING SCHEMATICS E1 ELECTRICAL POWER PLANS E2 ELECTRICAL PANELS & DETAILS M1 H.V.A.C. PLANS & SCHEDULES M2 H.V.A.C. DETAILS COVER S M3 FIRE PROTECTION SYSTEM 23 / - 6 /' X 38 / - 0 // MODULAR RESTAURANT MANUFACTURED BY MADISON IND. INC., OF ARIZONA 2100 SOUTH 11TH AVE, PHOENIX, ARIZONA 85007 (602) 252--3083 Ep PROF�s �c ►GINEF,P Jio� � I , 4 Lo .,�G OREGON% OREGON SPECS `v�R ��P�� FILE: TileMA► DI SSW Symbol 0f 2100 SOUTH 11th AVENUE I' ® Quality PHOENIX, ARIZONA 85007 B OCCUPANCY CLASSIFICATION PHONE (602) 252-3083 FIRE RATING OF EXTERIOR' WALLS 0 y_� _ 'Tm � "linna, �� B CONSTRUCTION CLASSIFICATION ! N HAMBURGERS v_;0,vw MAXIMUM FLOOR LIVE LOAD 75PSF 23'-6 X 3�'--0 MODI)LAR RESTAURANT MAXIMUM SNOW LOAD (ROOF LIVE LOAD) 30PSF (2 MODULE DESIGN) MAXIMUM WIND LOAD (VELOCITY) 80MPH LOCATION COVER SHEET - _ JOB NO. SEIMIC ZONE 2 13295 SW PACIFIC HIGHWAY TIGARD, OREGON 97223 A2-HN-6 HANDICAP ACCESSIBLE: YES X NODWG, . CS - 1 SHH ALL ITEMS REQUIRED BUT NOT PROVIDED BY --' N --- SCALE_�4" t'-0DRAWN 8Y : AN MADISON SHALL BE PROVIDED BY OWNER a DATE: 15 IAAY 92. CHECKED BY: JOBSITE (PART 3 - 28 CFR PART 36) REVISIONS DAIS DW4 CKD e THERMAL RESISTANCE VALUE (U/0) nF: ZN REVISED CI.ASSIFlCATIONS PER PLAN 29OCT92 AN WALLS R-l1 ROOF R-30 FLOOR R-20 CHECK & REVISED INSULATION PER ,I ENGINEER 13299 5UJ F'OL' I F I.(._ I-I J.i;li1xii-i Y i4 OF A t� PLAN No, [IN-GA-9201Ia ' y `' r� , I III�I I f I T I I I I I I I I I I I I ISI I I I I I I I � f I I 'I I I IE THIS DOCUMENT IS LES, T ffl ffrl I I I I lif I i� l 1 �I III I I III 1 111 Tf 1'� I I � I � � I ( I I I I ( I I I I I II III fll III I`II IIIIIII II ! III VIII I�' �� • � � LEGIBLE THAN THIS NOTATION, L�_ I 1 I 2 I 3 � I I �__ I 6 I ��— I I I I I I 0I I I I1 1 APRIL -i3 1994 IT IS DUE TO THE QUALITY OF �— — --- -- ----� THE ORIGINAL DOCUMENT. ___ --�- __ _ __- _ _ _ D�E �4 ETIZ L�Z 9 Z Z 1�Z E Z T�Z t Z a 7 6 iT'li 'll L t 9 I 9 I I E i Z t 1rt t 6 F L 9 9 4p S Z t IIII '111111191 11,111111 241( Illl�lllllllll�llll�lllll�llllllll l illi llltlllll�lllllllllll 1 llI � IllllllllllllillT►�IJI�� 1� -w 'w■ ______._.-__ -.. . -- .rs T' "RAMCG" LIGHTWEIGHT PRE-CAST "RAMCO" LIGHTWEIGHT PRE-CAST EXTERIOR RIBBED WALL PANEL / y EXTERIOR RIBBED WALL PANEL W REVEALS W/ REVEALS -CAULK�--CAULK AND BACKER ROD 3 X 7' EXTERIOR DOOR '-j ■ -- 6 18 _ _ �-- MODULE LINE 9'-0" 12'-0• . PRE-FINISHED 20 GA. PRE FINISHEDT — 3 X 3 X 3/16 MODULE 20 GA E �--- 3 X 3 X 3/16 MODULE i'-a /e' s" 5'-2 a' �" s'_,t t 2' a t/s" WALL PANEL COLUMNS WALL PANEL COLUMN a t/A"- . -- - — -- 9"t. 1'-2 t/e' 20 GA, PRE-FINISHED 3'-0 1/4", CAP FLASHING 3 112- R- 11 INSULATION I I , I DETAIL _ DITAK - � - DETAIL ff3 DETAIL o VE _ D1 , ORHEAD SHELF T '� * �'" A_ 1 _ d o -° A.F.F. --� M o F I M / SCALE: 1/2" = 1'—0" / A-1 p 2 SCALE- 1 2" 1'-0" r- TOWEL DISPENSER I N RESTROOM ILCO R09f _ ` Isc q FIS EZER AND,,- ai LADDER � _\ v go .I LLA I BACKER ROD & CAULK WATER HEATER ATTovE MOP SINK I a I I / - ----- 6 X 2 1 /2" PH'LLIPS 20 GA. GALV. EMBOSSED J.M. WALL !; =a N SEE DETAIL A/A.9 it I w I I / I --1 / PANEL W/ WHITE Q�CRYLIC FINISH - —_ L__ i I / II I �0� ) OUTSIDE Fi:-L VALVE HEAD FASTENERS d 1 I ERACKj RACK J-�' -T )(�(')(�(�(� (� ) (�OO(�(� )(�J 3 1 /2" R-- 11 FIBERGLASS INSULATION I - I I S IPop I UUUUU 1 ( UUUc)U�i U( -a - .1► I RACK I �o J_ �_ I a LRQAC j a I COVER HEADS OF 20 GA. GALV. S.M. BACKER I / f FASTENERS W RAMCG L " / RAMCG LIGHTWEIGHT PRE-CAST WALL PANEL ' TEIrpORARY COLUMNSr- PATCHING COMPOUND A N D FOR SHFW " �\q IFREEZERI I COVER COAT MATERIAL ER cmG To of Y REMOVED AFTER � I I I IRACM 0 x MODULES HAVE BM �1 ATTACHED COMPLETQY — I'I A I' I / I Go r- - o I SECTION @ VERTICAL j: .�.. •�. -- w .� h -- — -- -- _ 12'--9" -- _ _ 6, 9„ 12'--0" 6'-9" 12' 9" ENDUROWALL PANEL SURFACE (" (TYPICAL) 1 O 1 -5 1/2 4' X 4' SURF. MTD. "ENDUROWALL* (FASCIA PARAI'ET WALLS) QI I 1'-5 1 2" ---- SIGN (N.LC. - UNDER 2 - SEPERATE PERMIT) — 12 HORIZONTAL BAND BELOW SOFFIT AND BAND AT BASE 04 S9 �- -� STANDING SEAM METAL ROOF SYSTEM / FLASHING TRIM 12 0 ip HORIZONTAL BAND / REVEALS O CAST PANEL SYSTEM 02 • 10' - ENDUROWALL PANEL 24 GA. GALV. S. I. - EXPOSED NEON LUBE CE TEREQ � - U • - ENDUROWALL PANEL PARAPET FLASHING (2') (TYPICAL) STANDING SEAM 4 METAL CAP FLASHING ON 4 METAL FLASHING STANDING SEAM / (TYPICAL) - 3 NEON INSTALLATION BY IGN PANEL (RED) 6 X 6 GAZED TILE (No. 1 RED FASCIA (RED) � � I VENDOR ROUGH IN Y ) - � B G ) 6 X 6 GLAZED 11LE No 2) WHITE FASCIA BEYOND - LIGHT POLES O 5 EXPOSED UTILITY PIPES AND CONDUIT UI SIV RECESSED HOT-N-NOW ' - FASCIA BEYOND METAL DOORS AND FRAMES Qi TOP OF'MODULAR BUILDING �� u SIGN RACEWAY BY MADISON � 't ALUMINUM WINDOWS / DRIVE-THRU WINDOWS - CAS METER AND ELECTRICAL SERVICE I ` LLLLL I I I I I ( - r - - - - - -- - - - -.� -- — i PRE-CAST WALL PANELS I PARAPET FLASHING (4-) , METAL SOFFIT NTH - / � /, � / � -� DOWN LIGHTS (TYPICAL) / �� / w (D ® /(D %i 1 OQ N CENTERLINE o . i CUSTOM COLOR COATED N0' G2 j %, No. G5 FINISHES_ ,t ALUMINUM WINDOW %I (D /i t / �� ,�� (DN 00 Q SHERWIN MMLLIAMS SW`1123: NAVAJO WHITE 2D r FRAMES (TYPICAL) - -- - _ _ _ CENTERLINE _ EXTERIOR LAYTEX• FLAT Q2 SHERWIN WILUAMS COLOR TO MATCH PANTONE /266 PURPLE 00 EXTERIOR ENAMEL SEMI-GLOSS 1 / 1 T / 2 1 2 © SHERWIN WILLIAMS SW1588 MING RED _ — EXTERIOR ENAMEL SEMI-GLOSS 114 6' X 6' CLAZED (EXTERIOR GRADE) WALL TILE: BUCHTAL CORP, ROSWELL. Gk(404) 442-5500 CHROMti SERIES X145 INTENSE CAR111NE RED / GROUT LATICRETE WT'L. /524 GREY W/ 1776 ADDITIVE ' 1 6 6 X 6 GLAZED TILE (RED) ® J --- 6 X 6 GLAZED TILE (WHITE) O Ln Q 6' X 6' GLAZED (EXTERIOR GRAD() WALL TILE: BUCHTAL CORP., ROSMELL, GA(404) 442-5500 CHROMA SERIES #103 EGGSHELL, MATTE / GROUT LATICRETE INT'L. /524 GRE'. W/ 1776 ADOITIVE 8'-2" 6'-6„ 8,-2„ © PRE-FINISHED TO MATCH 141ERWN WILLIAMS SW11237 NAVAJO WHITE 2 3'-6" ELEVATION NOTES- A 1. CAULK ALL WALL/ROOF PENETRATIONS W/ SEALANTS TO MATCH SURRONDNG COLOR FINISH SCALE: 3/8" = 1'-0" A-1 1. CAULK ALL WINDOW & DOOR FRAMES AT HEAD SIL AND JAMB W/ SEALANT TO MATCH ADJACENT COLOR/FINISH 3. ALTERNATE MATERIALS FOR STOREFRONT GLAZING: VISTA-WALL JIM BERRONG 1-800-563-2652 U.S. ALUMINUM PAUL ADLER 1-213-268-4230 7'-6" 8'-0" — 7'-6" REFER TO SHT /A-6 FOR GLASS SPECIFICATIONS HIGH ROOF GABLE BEYOND rj PRO --- 12 __ --- 4" METAL CAP FLASHING3Q 5�```t`E G I MFf��s/o i 12S10 I - �`D �10.6� y� . ENDUROWALL PANEL I - ENDUROWALL P '� a jakR (TYPICAL) 1 EDU 0WA LL ANEL OREGON o \ < 2' METAL CAP FLASHING 10 (TYPICAL) 1D Id, AR OREGON SPECS 24 GA. GALV S.M. - ___ FILE:K: \HN\OR\26Ai STANDING SEAM r FASCIA RED , I (RED) U I � � TOP • ' 2.4 GA. GALV. S.M. T�lf. 0 OF MODULAR BUILDINGSymbolMADISON STANDING SEAM _ _ __ _ _ _ _ FASCIA RE I - - - - - - - - - - -- - -- - - _ _ ._ _ _ .- _ (RED) of 2100 SOUTH llfh AJENUE L A 11 11 1r — — — ® Quality PHOENIX, ARIZONA 85007 _ IFI PHONE (602) 252--308-3 6 X 6 GLAZED TILE 00 No. G4 No. G4 Hmo. ✓ Nn �. `rV-V-7 11 CENTERLINE _ 1 HAMBURGERS Fol CUSTOM COLOR COATED 23'-6 x 38 -0 MODULAR RESTAURANT a� PURPLE ALUMINUM WINDOW 00 t 1 FRAMES (TYPICAL) PIVIODULE DESIGN) - - -- --- EXTERIOR ELEVATIONS W/ CANOPY LOCATION JOB NO. 3295 SW PACIFIC HIGHWAY .�—6 X 6 GLAZED TILE (WHITE) Q '3295 4 X 3 DOWN SPOU T Q I TIGARD, OREGON 97223 A2-HN-6 — 4 HAND O X 3 DOWN SPOUT d DWG. . A_ 2 � __ HN .— SCALE: 14' = 1'-0' DRAWN BY • AN DATE: 15 MAY 97 2" REVEAL. TO MATCH -1 CHECKED BY: 6 X 6 GLAZED TILE (RED) ® -- REVISIONS DATE DWN CKD HORIZONTAL WINDOW 'RAMCO" UGHTWCIGHT PRE-CAST EXTERIOR RIBBED _ MULLIONS 0WALL PANELS WITH REVEALS (TYPICAL) M ELEVATION g 1'-3" _ _ 21'-0" _ 1'-3" _ SCALE: 3/8' = 1'-0"13299 SW f<'A I F I (e16 OF 4 I I I C FTlalta Y IF „ - • THIS DOCUMENT IS LESS 7tIlll 1111111 II11111 1111111 IIIIIII IIIIIII � I � � � lIIIIl1111VII I IIIIIII IIIIIII II APRIL 2�3LEGIBLE THAN THIS NOTATION, � f � ['TT77 I — I L L2�- 6 � 7� I 81- -J 1411-- - 11 1Z 19 4 IT IS DUE TO THE QUALI'T'Y OF �- No.9e � 9n�,, THE ORIGINAL DOCUMENT. ----- -- _ _ --� — -- _- __ -->; Z 8Z GZ 9Z 9Z 61Z EZ Z iZ OZ 6�T �8i GT 9i SI �L9�IILIIIIIIIIIIIIIIIIIIIII111Il�.I,llltg2IIIIIUIII� IIIII�I,�� I►IIINII - i} k �"� �'� {�. _ � ,• •• . , r. ,,..�- T _ ._ ,ter. - _ —_ _ -..... __ __— �r ' i i .� ' � .tM.�'1 fi .Y..i K" , '�"�' ,,r Ver '• - ----- ------ --------- l. • 24 CA- GALV. S.M. SURFA .,E ` STANDING SEAM 4' FASCIA (RED 3 = ' ;r :'�• 'ENDl1R01NA11.' (FASCIA PARAPET WALLS) 0 • ) O ,+ ' HORIZONTAL BAWD BELOW SOFFIT AND BAND AT BASE (D + STANDING SEAM METAL ROOF SYSTEM / FLASHING TRW i 2'-9" 3'-O' 3'-ON 21-9" HORIZONTAL BAWD / REVEALS • CAST PA1Nta_ SYSTEM 0 I PAR APE T FL A IA NG (28) 01 6 X 6 (4_AZED TIL: (No. 1) RED 04 r ' ENDUROWALL ENDUROWALL ENDUROWALL ENDUROWALL / . S11 s x 6 GLAZED TL.E (No. 2) WHITE PANELS 10 PANELS '' PANELS o SIDING 24 GA GALV. S.M. �T POLES O "' STANDING SEAM EXPOSED UTILITY PIPES AND CC*&AT 01 ' 2' RED METAL CAP FLASHING Q � , ' • FASCIA (RED) 03 METAL DOORS AND FRAMES UI 6 14' X 4' SURF. M1D. 1 ALUMINUM WiN00Ws / GR1VE-THRU IMNDOWS TSF SEC ELEVATION SIGN (N.I.C.- UNDER GAS METER AND ELECTRICAL SERVICE 0 CA/A-3A FOR CANOPY I SEPERATE PERMIT) I 1 1 PRE-CAST WALL PAWLS (� TOP OF MODULAR BUILDING - `O I I PARAPET FLASHING (4') — — — — — — L 6 X 6 GLAZED TILE FINISHES_ 4 1'- HORIZONTAL TO MATCH No. G1 � � sHERwN WILLIAMS SW1123: NAVAJO *NTE O ZON AL WINDOW EXTERIOR LAYTEX: FLAT MULLIONS _ © SHERWN VALLIANS COLOR TO MATCH PANTONE 1266 PURPLE 1 - EXTERIOR ENAMEL: SEMI-GLOSS 2' REVEAL TO MATCH �� \ �� CUSTOM COLOR (PURPLE) `� HORIZONTAL WINDOW �� COATED ALUMINUM WINDOW © SHERIMN wIIUA.MS Sw1588� MING RED _ v MULLIONS 1 \� �' ...._.� 1 �� FRAMES (TYPICAL) i EXTERIOR ENAMEL: SEMI-GLOSS -- 3 L!j ENDUROWALL (J4 6' X 6' GLAZED (EXTERIOR GRADE) WALL TILE: BUCHTAL CORP., ROSKLL, GA.(404) 442-5500 I PANELS CHROMA SERIES 1145 INTENSE CARMINE RED / GROUT LATICRETE WT'L. 1524 GREY W/ 1776 ADDITIVE Q 6' X 6' GLAZED (EXTERIOR GRADE) WALL TILE: BUCHTAL CORP., ROSMELL, Gk(404) 442-5500 0\ �\ CHROMA SERIES 1703 EGGSHELL, MATTE / GROUT LATICRETE INT-L_ 1524 GREY W,'' 1176 ADDITIVE © PRE-FINISHED TO MATCH SHERMN WILLIAMS SW1123: NAVAJO WHITE ---� - NOTES: 1. CAULX ALL WALL/ROOF PENETRATIONS W/ SEALANTS TO MATCH SURRONDING COLOR FINISH 6 X 6 GLAZED TILE (WHITE) 50 6 X 6 GLAZED TILE (RED) ® 2. CAULK ALL VANDOW & DOOR FRAMES AT HEAD SILL AND JAMB W/ SEALANT TO MATO! A,JA(INT COLOR/WSH 'RAMCO' LIGHTWEIGHT PRE-CAST EXTERIOR RIBBED ' ,- " WALL PANELS WITH REVEALS (TYPICAL) © 4 0 3. ALTERNATE MATERIALS FOR STOREFRONT GAZING: VISTA-WALL ,411 BERRONG 1-800•-563-2652 U.S- ALUMINUM PAUL AMR 1-213-268-4230 ELEVATION � SCALE: 3/8' = 1'-0' -1 REFER TO SHT #A-6 FOR GLASS SPECIFICAPONS 20'-0" 2'-9" 6'-0" 3,-9" 24 GA. GALV. S.M. -- 1-5 12" STANDING SEAM 1'-5 1/2" FASCIA (RED) 03 E�E0 PROFf�, C) �S �dG I M f 1 10,614 ENDUROWALL N t ,,. � ENDUROWALL ENDUROWALL °iL PANELS 39 PANELS 10 3 PANELS 10 ff� E (') ON) S � D, o2' RED METAL CAP FLASHING is, FILE: K: HN OR 26A3 s10 The NOTE: SEE ELEVATION � . CA\A-3A FOR CANOPY MADISON Ln Symbol - TOP OF MODULAR BUILDING of 2100 SOUTH 11th A VEN U F + Quality PHUENIX, ARIZONA 85007 Cn I- - - - - _ _ __ _ _ -- - - - - - -- - - -- -- — . -- - - - - - - -- -- - - - - - - - -- --- - - - - - - -- - - - - - - - - - - - - - - - - -- - - - � -- PHONE � (602) 2S?_-3083 LO - - -- - - - _ -- i � HfwOrTL � � � �cW7 6 X 6 GLaZED TILE1L In , O� N / O / I I _0 ® ;; HAMBURGERS CENTERLINE 2 WIDE PRE-FINISHED - t - — -- =- - -- --- --� - _ --- — ENTERLINE REVEAL METAL TO MATCH 23�-6 X _ _ CUSTOM COLORED (PURPLE) 38 0 MODULAR RESTAURANT R CUSTOM COLOR (PURPLE) � " COATED ALUMINUM WINDOW �� 2' REVEAL TO MATCH �. FRAMES (TYPICAL) — ;� HORIZONTAL WINDOW ^ ALUMINUM WINDOW FRAMES (2 MODULE DESIGN)` °" N CENTERLINE � %% 1 I MULLIONS N EXTERIOR ELEVATIONS w/ CANTY � ,'- - - / 3 3 ----- _ CENTERLINE LOCAnoIN 108 No. ATTACH REVEAL NTH 13295 \ ADHESIVE A REO'D. T GARD SW REGON 97PACIFIC 1 23WAY A2-HN-6 1 - _ DWG. : A- 3 HA"DET OF ---- ---------- - -- — -- - - --T L _ "' �„ ii SCALE 3/8* = I'-U" DRAWN BY AEN 6 / DATE: 15 MAY 92 (NECKED BY: — _ -- �R L- 'RAMCO" LIGHTWEIGHT PRE-CAST PANEL REVISIONS DATE 9 CKD -X 6 GLAZED TILE (RED) ® 6 X 6 GLAZED TILE (WHITE) Q5 � '- 'RAMCO' LIGHTWEIGHT PRE-CAST EXTERIOR RIBIIED � T YP . SECTION OF REVEAL _ . ELEVATION WALL PANELS WITH REVEALS (TYPICAL) 60 — — -_ __ D .t---'r299 SW F'H1-'t F T C IH T 6I0jA•r SCALE: 3/8' = 1'-0' -1 - r.:11 11 1: " + IF THIS DOCUMENT IS LESS TfIlIll �1111111 1111111 1111111 III III 1111111 11TT•TTT pjTp--1I1j111 111111 IIIIIII I�11TT �I III VIII I III III IIIIIII IIIIIII 11111 II.�. I Ili ' H III II1 111 11111 ' LEGIBLE THAN THIS NOTATION, I I 1� I 2 I —I I� I _ 5�+ _I II I g I Ig 10 I 11 I I lfZ APRIL 23 � 99°4 ' IT IS DUE TO THE QUALITY OF — — — —� No.36 TITS ORIGINAL DOCUMENT. �-- EZ Z iZ OZ 8I 8T LT 9i l 6i Ei 7,i it i 8 8 L 9'r9 1<' £ Z i)itlllN ----- � �� ILII Illi ILII IIIIGII ILII ILII ILII IIII�IIII IIII�IIII IIII�IIIi llll�llll llll�llll llII�IIIIIIIil�lll►1111111I111�1I1I 11II�1II111111�1 ►� I1 l I 1 T III 111II1I1111��111f_llll�l�lllll � Illllllu11il111111uIll�ulll� �� ul� >,Iu1 ul��lu IIIIIIII�IIrI�i a r 35 WATER HEATER1 v I SUSPENDED CEILING . ti. ( SUSPENDED CE)LING / / f// / TOP TO BE FABRICATED/ ' SEPARATELY k INSTALLED j INTERCOM (1 31 HEAT LAMPS IN FIELD 10) -412 / j 10 CASH COFFEE / INTERCOM 9 CASH x(34 24 I / REGISTER / in / REGIS TER / • // MAKER T ----_ - - GUARDS - _ -IV iOOOK 00 R Ll - - --- - -- HAND - (14 - - IL - SINK - - - - - FAR F, I SHELF ADJ. I a ADJ. SHELF �, SHELF SHELF 1 I I I ADJ. SHELF I I I FIXED SHELF "' SHELf11 - - - 1 �L_�__i 1-TT-17-1 Li I T_I �_ (1 1 �COLINTER (26/BEVERAGE ( 5 `ICE MACHINE ( 1 OCOUNTER (26) BEVERAGE (1 1 COUNTER (1 1 I (15� FREEZER (23� WRAP COUNTER ( 1 1 COUNTER 12'-6" 4'-A" 5'-B" COON TE R ---- - ---- -- -- -- 2_6"_ 3 -'" 6'-0' 2'-8 7/8- 2'--10" 1 t/2" 1 1/2"---j ELEVATION E ELEVATION F SCALE- 1/2' = V-0' A- 1 SCALE: 1/2' = V-0' -1 --SUSPENDED CEILING SUSPENDED CEILING /--SUSPENDED CEILING O KITCHEN WATER H€A 1 TOP TO BE FABRICATED // I I I ( EARTHOUAKE RESTPAI!L:T- (35� / __ - SEPARATELY do INSTALLED / - 1- 1 - - ( I 31 r SHELF- SHELF (40 33 BRACKE f SECURED TO WALL IN FIELD (3 1 Hoop —Ilk / / CN 13 --7 T---- f -- - _ -- --- �l' —- ----- -__ ------- - - - --� /' SHELF — N / / 9� U [ 43 ---- _� `" INTERCOM -- -- / r \ 14� �o MOF r 22/ / / ;p SHELF N N RACK ---- r- — — — - - r u (10 - - -- o FE a) rCASH A r- u I I r� - — -- — - — REGISTER - — — 8 --- - `-- --..-- FIXED SHELF ;;) of i i I V I U — — N _ L _1 — _ _ITTTd�/ - — - (2S� SANDWICH (23� WRAP COUNTER (15/ FREEZER (1 61 FRYERS ( COUNTER (1 1/ COUNTER (\7COUNTER W/DRAWER 4 MOP SINK ( 3 SINK ELEVATION G ELEVATION ``4� �R�fFf� H � �NI;IMfF� rpm 10,614 SCALE: 1/2' = 1'-0" A-1 SCALE: 1/2' = 1'-0' A-1 ..•. "� '�, Ilot _ - _ OREGOf� SPECS -� SUSPENDED CEILING SUSPENDED CEILING -SUSPENDED CEILING FILE: K: �1N OR 26A4 - --- — — -— ----- - -- ----i --- 1-T—-_- _--— --------- --- -- - - _ _- = - __ --- -- -- —1 TOP TO BE FABRICATED The / SEPARATELY kINSTALLED / S I11b01M I D I I I I IN FIELD (13of 2100 SOUTH 11th AVENUE / (32HOOD ® Quality PHOENIX, ARIZONA 85007 — � -- ---- - - - I-- -- -- ____ -- - — PHONE . (602) 252-3083 (29) 24� / / Z� _ PANEL PANEL \ �1 r- `� ■ r` �i�l 00 Nin _jL_j U) N = = = 22) / 00 HAMBURGERS _ f ___ -- _-- - - _ - - - - - BUN — II ® 23'-6 x M- 0 MODULAR RESTAURANT - - -1 TOASTER _ — d --- (? MODULE DESIGN) O O O O c O ( f N l ERIOR ELEVATIONS N 3'-0 ' "' I I �, LOCATION L. I I °I I - JOB N0. -- _ - _ _- —_- __ J - L__ I i 13295 SW PACIFIC HIGHWAY TIGARD, O,'.EGON 97223 A2—HN-6 j—L _ DWG. : A - 4NAND SH 4 6 MT OF (19� BUN TRAY (20) FREEZER (21� GRIDDLE ( 25� SANDWICH UNIT (23� WRAP COUNTER (1 1 COUNTER 0 8� BUN TOASTER STAND ( 4 BUN TRAYS (30� REFRIGERATOR - / / / f / / SCALE: 112' = 1' p' DRAWN BY : AN 6'-4 1/2" DATE: 15 MAY 92 CHEq(ED BY: REVISIONS DATE DVM CKD ELEVATION ELEVATION SCALE. 1120 1/2' = 1'-0' -1 SCALE: 1/2" = V-0' A-1 ->c?(? SW - 1 P r_1r= ilI, IFTNIS DOCUMENT IS ',Ess �IrI1111!IIIIII IIIIIII IIIIIII IIIIIII IIIIIII 1iT�r 11Tf!li 1111111 illllll IIf1Tjf 111111 III I I IIIIIII III Ili IIIIIII III I I Illilll l�lllll IIIIIII IIIIIII II VIII I ' APRIL 23 2 - _.-- 5 — _-� 156 I g � 11III I� , 1994 LEGIBLE THAN THIS NU`IAI'ION, Y - IT IS LUE TO THE QUALITY OF No.ae .- THE 0[�TGINAL DOCUMENT. - - - _— -- - — -� -- _._. -_-.�_ _. - � �o�£ 8IZ SZ LZ 9Z Z fiZ £Z Z TZ OZ 8I 13T LT 9T 9T >b1 £i ZT TI i 8 R L 8 4 E I Z I T)e�� (IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII IIII IIIIIIIII IIII�IIII Illllllllllill�llll IIII�IIII IIIIIIIII IIII IIII IIII11111 IIII�IIII lill�llll IIII�II IIII�IIII Illl�llll Illl�llll llll�lll ll llll�llll llll1l11 ' llllll 11111 llllllllllllllldlll SUSPENDED CEILING 1 i /I,31 39� �+ELVINc C _ I 1 — TOASTER bu' ao CASH BUN TRAY(19 L = — �O/ REGISTER ` - J i ,I. I r I I — — LIE I 18 BUN TOASTEI% STAND X28 POP RACK - _- - - �37/ CO2 TANK 2�_6-- 4'-0" 4 -0 �1 1 COUNTED �1 11 COUNTER ELEVATION ELEVATION M SCALE.- 1/2" = 1'-0" A-1 SCALE: 1/2" = 1'-0" -1 IAUFR 10 BE FW PANU BY IUIMSGrI ------rr- — 31 SHELF II I � / II II II II MIRROR 4� _ II II TOILET PAPERSOAP II II DISPENSER 48, i - DISPENSER / _ INSULATE X II II GRAB BAR ( 4� GRAB BAR 4� 49 COAT HAW, LINE 1 I I I 2 SINK \ / RACK I Z • 30-0� 010 1�-U° 4•-0` II II a0 A Il - II II II 17 � II II z II II o °� CT` I -7 8" 1 4'-3" I'-6" TOILET 3/ (j61 TOWEL MINIMUM CLEARANCE MIN, f3 \- - DISPENSER SECTION 1 EKG►HE��s ELEVATION ELEVATIONEL , o LtvaTION P _ /�61 SCALE: 1/2" — 1'-0" A 1 . _ —1 SCALE 3/4' - 1'-0' �` • SCALE: 1/2 — 1 —0 SCALE: 1/2- = 1 —0 -1 olr�f w f o Q0111 p� �A H000 FIRE —PREFINISFIEO 0RE- GCN SPECS 18 PREfINISHED PROTECTION TANKS FREEEZER WALL FREEEZER WALL — - FILE: K: HN OR 26A5 -- 391 SHELVING The • I T 391 MADISON SHELVING symhol - �� -- of 2100 SOU FH 11th AVENUE ® Qualify PHOENIX, ARIZONA 85007 - PHOW : (602) 252-3083 AMW ILI tat-j �N' 0HAMBURGERS I I 23'- 6 x 38'-0 MODULAR RESTAURANT HOOD FIRE --- - PROTECTION - PALL STA�NS ?_ MODULE DESIGN I !N (ERIOR ELEVATIONS / — - _ _ LOCATION JOB NO. - TTI — 13295 SW PACIFIC HIGHWAY --- -- TIGARD, OREGON 9.7223 A2-HN-6 4'_0" �- 37/ CO2 TANK (451 FIRE EXTINGUISHER ~ 1 -- V-0" 37 CO2 TANK DWG. : a— 5 NoSHEET ~ / SCALE: 12' = 1'-0' DRAWN BY : AN 6 DATE: Ib MAY 92 CHECKED BY: ~- REVISIONS DATE DWN CKD ELEVATION ELEVATION R � – — - - S . SCALE- 1/2" = 1'-0" SCALE: 1/2" .9q SI�� FYaCTF'IC IIIrIIIi 19 r.IF A 2 IF 1HIS DOCUMENT IS LESS t�IlllI 'IIIIIII IIIIIII IIIhIII IIIIIII III ILLI il1T1T rT fli�ll(Illlllll IIIIIII 1111TIT �IIIII IIIAIII Ili III IIIIIIIIIIIIIII III III IIIIIII' IIIIiII III III illl � ll III III VIII I ' 1 I 2 I 3 1 5 6 7 8 J 1�U 11 12) APRIL 2t3 I s�4 LEGIBLE THAN THIS NOTATION, _—�--_� i _�- �- — ' I T I S DUE TO THE - __ -J QJALiTY OF No 3e ..A THL•' ORIGINAL DOCUMENT. _11!1 -Fill,, _ -III,, E�Z 8TZtIT1111911 ZI Z tZ88i �� 18�i Si ht EI Zi it t 6 8 L 9IIII IIII IIII IIII IIII IIIIIIIII IIIIIIIIIIIIIIIIIII IIll�lllllllll llll�illlllilll � lll�110 llllllllllllllll '' I �� I ��IIIII I�Ilf�llll II III I(II IU�l�llll �W.11ll Illl� llllllllllllllillll11111111111111.1111 llll ll 1 Il ll I II � R DOOR SCHEDULE DOOR LA0. DOOR SIZE DOOR TYPE MATERIAL— BUTTS++ LOCKS CLOSERS KICK -" THRES`-' DOCM PUSH CELINIG FINISH NOTES: DOOR FRAME PLATE HOLD STOP PULL DETAIL REMARKS 1, WHITE ACCOUSTIFLEX CEILING TILES 20'-3 3ZO HARDWARE SUPPLIERS- A B13- ck C D E F 1 2 3 4 1 2 4 5 1 2 3 1 2 3 1 � 3 1 2 1 � LoNOTFs: 1. METAL SUSPENSION SYSTEM PRE-FINISHED ORDER LOCKS FROM- � - •I. ALL LOTO rAupl PIN M [RC TIIANGEA$E -- --- _ I M1 do F BUILDERS SUPPLY INC. V_ COW LOCKS TD KTrhTALLEPr INE OC W WHITE METAL CEILING GRID SYSTEM AS MR JERRY WARREN (312) 439--9490 - s' EXTEMOR vacs To K PROWED NTH CONSTRVCnON MANUFACTURED BY NATIONAL ROLLING MILLS ' 7 � 1 -4 s 2 ARCHITECTURAL SPECIALTIES 3 '' 4 CORES. PERMANENT CaIES TO K KEYED AM MIR RALPH SHARP (2i5) 322 24aO " g 2,KAMANENT CORES TO BE SHIPPED TO THE I Ilf_STAURANT f#NERAIL IIAJNACER I . 3. UR TNNIE SH co � � -- � o o � n 3 A 2'-0* = 6 -0 5 -9 3/8 7'-1 1 2 MR OC+NNIE SHARP (541) a4b-7]21 , & ► u g 3 ' x $ SEE SkI.i ATT011S FOA ALTERNATE YMI,XACTIli1ERS. — -- - GENERAL NOTES: 1. ALL HARDWARE SHALL BE FURNISHED INSTALL BY MADISON, EXCEPT AS NOTED. h G' 2. HARDWARE SHALL BE US26D. UNLESS NOTED OTHERVASE. s " + ,r i3 ALL DOORS SHALL BE KE"EO ALIKE 8r vi s Z R i ! G o RCCST3Q2A SMEJ90 KAINES11P.DF 3'-0' x 6'-8' x 1 3/4' N N_ - - - --- -- -----— -- - -- 100 F 3'-0' x 6'-8' x l 3/4' r a - Q1 �— LEX.AP WINDOW ___— ® _ - 0 o rn I I HOLLOW METAL --SOUD CORE WOOD iti I ! N , -KICK PLATE N KICK PLATE BOTH SIDES BOTH SIDES O o I I TYPE C TYPE: B -cw I i N T PAINNAVAJO WHITE EXTERIOR SIDE I M WHITE INTERIOR SIDE 4 II f � I f DOOR TYPES2CD SCALE: 1/4"=V-0" SURFACE W -RDUROWAu' (FASCIA PARADE I WALLS) FINISHES: a u Q CL HORIZONTAL BMD BELOW SOFFIT AND BAND AT BASE DLL/) ca ( I IQ SHERWW WWAMS Srw1123: NAVAJO WHITE. 00 STANOW SEAM METAL ROOF 515701 / FIUSHNG TRIP © EXIT" LAYTEX FLAT HORIZONTAL BAND / REVEALS • CAST PANEL SYSTEM 0 O SIERMIN 011AMS COLOR TO MATCH PANTONE /266 PURPLE - — — --- - -- EXTERIOR ENAMEL SEMI-CcOSS PARAPlT FLASHING (2 Q SHERWIN WILLIAMS SW1588 MNG REO 6 X 6 GLAZED TILE (No. 1) RED Q EXTERIOR ENAMEL: SEMI-GLOSS I I 6 X 6 (LAZED TIL[ (Na 2) WMTE © Q 6' X 6' CLAM (EXTEMOR GRADE) WAIL Tu.E BUCHTAL CORP., ROSWELL, GA.(404) 442-5500 CHROMA SERFS /145 INTENSE CARMINE RED / GROUT LATTCRETE INTI-. /524 GREY W/ 1776 ADDITIVE - - LIGHT POLI; 0 © 6' X 6' GLAZED (EXTERIOR GRADE) WAIL TILE: BUCHTAL CARP., ROSWELL GA(404) 442-5500 EXPOSED UTILITY PIPES AND CONDUIT co CHROMA SERIES /703 EGGSHELL, MATTE / GROUT !ATICRETE INrL /524 GREY W/ 1776 ADO MME `( PETAL DOORS AND FRAMES (D ® PRE-FINISHED TO MATCH SNERMIN WILLIAMS SW1123: NAVAJO WHILE i Iv i �-- ALUMNUM MOM / DRIVE-THRU WINDOWS U NOTES: o GAS PETER AND ELECTRICAL SERVICEOf iN I. CAULK ALL WALL/ROOF PENETRATIONS W/ SEALANTS TO MATCH SURROONG COLOR FLASH 2. CALxX ALL WIDOW Ik DOOR FRAMES AT HEAD SILL AND JAMB W SEALANT TO WTCH ADJACENT COLOR y--� - -- I -- -- PRE-CAST WALE PANELS / /ITNISH PARAPET FLASHMG (4') I (Sl 3. ALTERNATE MATERIALS FOR STOREFRONT GLAZING MSTA-WALL JIM Ekf4W7IG 1-800-563-2652 M I �MIpo S. 0.p PRUffs U. ALUM" PAUL ADLER 1-213-268-4230 � 10,614' 2' ~ ------ -----' 10 SPACES ® 2'-0" =20'-0" -- ---_-�10 OREGON a Is, � EXTERIOR FINISH SCHEDULE 20'-3 3/4" ROOM FINISH SCHEDULE 0 __ 00 SPECS FLOORS WALLS CEILINGS BUILDING AREA FILE: K: \HN\OR\26A6 REMARKS BUILDING AREA 1825 SF ROOM NAME - ------- - - - -_ _-- -- ---- --- ----- —— -�--- ---- -------' --—_ — - MATERIAL BASE FINISH MATERIAL FINISH MATERIAL FINISH HEIGHT - --- - — - ----- -- - --- ---- - — -- _ _ The KITCHEN CONCRETE QUARRY QUARRY 20 GA. -G-'A--'- QUARRY PRE RYLIC 'AFTTTf 111_E TILE _N_ STEEL ACRYLIC SUSPENDED AC GRID 8'-5• SERVING _ QUARRY QUARRY 20 GA, GALV. PRE MUSED I - - ---� — - ---- _ MADISON _ _ _ REFLECTED CEILING PLAN Symbol CONCRETE N. STEEL CI�YLIC SUSPENDED AC GRID 8'-5' AREA TILE TILE or 2100 SOUTH 11th AVENUE --' TOILET - CONCRETE QUARRY' QUARRY 20 GA. GALV. PRE - RYLI - - �H 7 SCALE 1 4 + ARI�.ONA 85007 TILE TILE IN. STEEL CRYLIC SUSPENDED AC GRID 8'-0' Quality PHOENIX, FREEZER CONCRETE QUARRY QUARRY # BY COOLER MANUFACTURER, INSTALLED BY MADISON f }TONE (602) 252-3083 No. G2 � GLASS No, G5 � GLASS No. GI Hu 8' -2 1/a R.0 8'-2 1/4' R 0 1) WIRE ALS LIGHT FIXTURES AND HVAC ��-ij _ lam/ ASS No. G4-1 cLAss NNo c3� 3 EQUAL SECTIONS 3 EQUAL SECTIONS --- --10= REGISTERS - HAMBURGERS `- - Eo. 4'-0 1/2' EO_. — -d NOTES: 2) DO NOT INSTALL FULL SHEET ROCK CEILING 2��- 6 X 38'-0 MODULAR RESTAURANT > 1. 1. 1. I. \ �\ \ - PANELS. INSTALL ONLY CUT PANELS. ALL - \� \ r _ (2 MODULE DESIGN FRAMES SHALL BE KAWNEER NUCORE ® 11 \� � N � \ \ N °° 1 3 4' x 4 1 2" SECTIONS) �1N OTHERS ARE TO BE SHIPPED LOOSE � 1 R \\ \ ( f ,/ o ci Q. \ R CUSTOIrT COLOR COAT (PURPLE) EXTERIOR CHLING PEAK & SCNED'U `� O \ AND SATIN ALUMINUM INTERIOR EES I. '' I '� ►,� ±. �I, \ t. �2. �,, 1. \ t. t;t. `rj = I. 3 3. \ I' LOCATION JOB LA0. Ln bin \ '3295 SW P'), w \ � 1 � I \\ \\ \\\ 7 � ►• \\ \\ \\\ � \\ \ ^ 'I � � CIFIC HIGHWAY - - r � � - - \ n 1. CLEAR 1" INSULATING GLASS TIGARD, OREGON 97223 A2- HN--6 (2] U wwn sk Ior 1t" R -- \ ao F7(27A w \ 7711 �\ \ \ `' 2. OPAOUE / TEMPEkED I- INSULATING GLASS J. . :E 1 - I \ I \ JU - _, N O40 _ SN1CL U i \\ _ I _'^ MAKE WARM GREN W/ 14% TRANSMISSION S � 4• 1�-0" E COMPLETELY OPAOUE CALE ' DRAWN BY . AN 2 REOUIRED 1 REQUIRED FLOOR-SLAB 1 REOUIRED FLOOR SLAB 1 REOUIRED 2 REQUIRED FLOOR SI ABDATE- 15 MAY 92 CHECKED BY: DRIVE-THRU WINDOW W/ 1/4` GLASS 1 FRONT ELEVATION 1 LEFT SIDE BY HOT 'N NOW INSTALLED BY G.C. REVISIONS DATE OWN CKD 1 RIGHT SIDE MIRROR IMAGE OF LEFT --- WINDOW TYPES 1 ?;';?9c? S)IAI F'AC I F '1 C I I I-I ,a f I f " IF' THIS DOCUMENT IS LESS '1111111 III 111 � 111 +III III III III 111�T�T �I IIl fIhIII III III III i1fT1T1�11 III III III III III III III SII III III I ' I 1111111' IIIIIII III III 1111111 Ill III VIII I ' ` L ( 1 I i 2 � �� t I T I I APRIL 2�3 _ 19 9 4 LEGIBLE THAN THIS NUTATION, _ _�— - jL- 6 -- �— 8 �� lU 11 IT IS DUE TO THE QUALITY O1+' 11�� LL�� '-- — No 38 ��«""' 'A"• THE ORIGINAL DOCUMENT. - - __ i_26 _ E ��Z 8Z L��Z 8Z Z TrZ Eti Z iZ OT. Ri � 8i Lt 9t 9t 6i E�i tii it - B Mill ILII IIIIIIII! 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B.P.C. • ' �', "► 5 1 HOSHZAKI ICE MACHINE (52' MAGE) • 582 12 PROVIDE FLEXIBLE TU" J .r, 041t +" , c' •I B 1 CINCINNATI - 10011SS TIME (LOCK w • OWNER _- 5 7 1 PLASTIC LAMINAIT, COUNTER W/DRAMER, 11 METAL FILE CADIrET • e.S - • B:S. - _ _ 8 1 110511 R - 8916/510 FLOOR SAFE • G C. - — `' T •�`` {i, ilk 9 2 3-M-47%A/0-15 NTERCW • B. - - /L E.C. — W OOP DETECTOR 10 2 DATA TERMINAL - DIS 2100 CASH REGISTER • • - - • 11 4 PLASTIC LAMINATE COUNTERS B.S. B.S. — ' 12 1 BUNN-O—MATIC COFFEE MAKERS _ • • 357 4 13� 5 (3) COMMERCIAL - 923010 HEAT LAMPS - • - - - - B.E.C. 370 4 -DOUBLE BULB UNIT. CHAIN MIOUNTED FROM COLING 14 2 CUSTOM STAINLESS STEEL FRY HOLDING BINS • • - - 15 1 OELFTELD - VAKRI-F-28 FREEZER B.S. B.S. 11 1 31 —� �_45 2 6 16 2 FRYMIASTER -MJHSO-SC FRYERS • • 388 4 <H) 40 40 17 2 HENNY PENNY — BT — 310 BUN TOASTERS • • 401 4 4� �' a 18 1 CUSTOM STAINLESS STEEL BUN STAND • - - • - - RESTRO010 — Y 19 8 BUN TRAYS STACKS • • — 47�� t'J\ j� ' FREEZER 20 _ 1 McCAu - 4021-F FREEZER "— • • 429 4 0 1 / 44� 21 1 WLGW - SS-972A GRIDDLE W/ STAND • • 475 4 —^ 2 a 48� 4'L V(� 22 1 - MIERCO - EZFW-72 FOOD HEATER — _�— • -- � — 429 --- �J 4� — - 23 1 CUsTOM STAINLESS STEEL WRAP COUNTER • • - - 35 4 ,/ 40 40 24 1 NERCO - SM 8418 SANDY" WARMER - • Y I � - 428 4 _ --- --- — 0 2460 37 - 25 1 DEUW - 4048-12 REFRIGERATOR W/ SANDWICH STATION • --� • 11 1 • nUTSIDE FILL VALVE PC" 26 2 CUSTOM SOFT DRINK DISPENSER • CAROONATORS !c WATER TO BE LOCATED N CABINET a1 30 39 39 27 0 U.S. COMPUTER - SONOR 3000 W/PRINTER - CAR COUNTER - OVMER SUPPLY E.C. — -- 29S—SONAR 29C—COUNTER 29—P PRINTER (2) EACH 28 28 1 POP RACK • - - —• _ _ I 0 29 1 CUSTOM STAINLESS STEEL CONDIMENT • • - - - — I 30 1 DELFELD 6072(3) 3 DOOR REFRIGERATOR • - F- 19 19 — _— - - - Y -- — 31 2 CUSTOM SHELVES PLASTIC LAMINATED B.S. - B.S. — COAT ROD N RESTROOM UNDER SHELF 19 19 32 1 GRIDOI.E HOOD MINER B.M.C. B.M.C. - - MATH STARLESS STEEL BACK 2'-6' 39 1 33 11 FRYER HOOD INNER B MI.C. B.MA.C. cu 148 _ 34 4 CORNER GUARDS 2' x 2' x 48' • - { -- 41 19 19 35 1 01'UO - RD40-156 38 GAL WATER HEATER B P.C. B.P.C. - - 31 13 13 E3 I c, I 36 1 TOWEL DISPENSER • _ _ B.S. - - 6 19 ( 21 32 39 0 37 1 CO2 TANK w/RL • • - - n " 18 ° te6o 38 1 TOILET M.P.C. B.P.C. LJ 7 `0 B S. P I 19 17 I I 39 1 LOT SHELVING • 40 1 LOT COATED SHELVING • B.S. f 8 ' 41 2 MLR£ WALL SHELVING 12' x 36' — • --B.S. 45 l_ J 25 42 1 FREEZER KQPAK • B.S. — vv 7'-2 1/2' 2'-8 1/4' r 39 43 1 MOP RACK B S. B. 16 L KITCHEN if". — —� P®r (-7-- 3'-s' 14 23 29 9 44 1 MIRROR (B08RICK B-165 1836) — � 10 lit 15 _ �' —._, B.S. B.S.N45 2 FIRE EXTINGUISHER (1 EA. 2A 10 BC A 2A 4 BC) B.S_ B•S.LLJ1 10 46 1 HANDICAPPED GRAB BAR (BOBRICK 84901 x 48 & 8490 x 36) B.S. B.S33cu M 47 1 TOILET PAPER DISPEIISER (BOBRICK B-273) as. B.S. s 34 13 13 48 1 SOAP DISPENSER (BOBRICK 8-8294) B.S. - B.S. -- 2'-7• A _2• T24 ,_o, z'-9' 2'-!0• 2 49 1 COAT RACK B.S. B.S 1 1 26 ? 1i4' QPSERVIN(� AREA(� 50 1 15' HAND SINK (COUNTER MOUNTED) STAR4LESS STEEL B.P.C• B.P.012 L Bc fU PROff 3' 2 lie• p• r-1u 3/4' 4'-4' r-1' I'-�' 1'-4' r-o' 3' ��1;INE fp —t v2' 1 yr LO OREGON o EQUIPMENT PLAN G ' 1s, 1/4o V-0- OREGON SPECS FILE: -K:-\HN\OR\26EO1 The Symbol MADISON of 2100 SOUTH 11th AVENUE ,� Quality PHOENIX, ARIZONA 85007 PHONE (602) 252-3083 11 � T nn II'N t� k, a ju I-i.',,MBURGERS 23t--6 x 38'- 0 MODULAR RESTAURANT `2 MODULE D[SIGN) EQUIPMENT FLAN LOCATION JOB NO. 1395 SW PACIFIC HIGHWAY A2—HN-6 TIGARD, OREGON 97223 1; - - - _ T OF DWG. - ECS- 1 D E sN SCALE: 1/4'-=- 1'-0" DRAWN BY : AN ` DATE: 15 MAY 92 _ CHECKED Y. REVISIONS DATE OWN CKO 1'' _'S', Sl►I PAC IF'TC; i•1I'f.�lli'Ira , r'1 OF 4 • 1 " IF THIS DOCUMENT IS LESS "f 11 IIIMIII Ilf III III Ill °Ill IIS III III III 111 1T 11 111 111111 111 111 III 111 111 Il 111 Ili III III III III III III III i 1 Ii , 1111 ilLEGIBLE THAN `PHIS NOTATION, I 1 I12 I 3 4 I 5 I 16 I 17 p I 1.111 I 1U I 11 I I 1� APRIL 2f3 1994 IT IS DUE 10 IHE QUALITY OF No 30 THE ORIGINAL DOCUMENT. ti,ILI III IIID IIIIIIII�IIII IIII�IIIIIillllllllllll�llil III (III n C12 X 20.7 I TS3 x 3 x 3/16 �- COLUMNX 3' X 3/16' " II 12x24.7 C12 X 20. — 6 I � I AT CORNERS 16 3/16' 2' - 18° 1 J/16" 6' J/16' 2' - 18' TOP BOTTOM/ 5. 3 x L2 1/2 x 2 1/2 x 3/16 i5 V X 10 ^ ; TYPICAL AT LEDG R �--- -- ---- — - -H'-10 7/8_ -- — 1V-10 7/8' LK I ^ TOP fk BOTT0Y I —_ d 3/16' S' 3' -- 8'-, 7 8'-- 3. 3 Y-0 1/4' 3. 8'-1 5/8' 3' N I 4" X 3" X 1/4" X 6" LONG N �, 6 ' CLIP WITH Two 5/8 o X 1 1120 t c1 x 7 Ct z 7 __ _ TYPE "B' LONG A-307 M.B. EACH SIDE OF cv �I 4' x 3' x 114' x 6' LONG CAP -- VAIN - DECKING FLOOR COLUMN C12 X 20.7 +' A-307 M B 0 EAC+ ME a Muw / HSR INSULATI —Go �t 3' X 2" X 3 16" S.L.V. BOLT TO C12 X 20.1 WITH 6' W RATED -0 FIBERGLASS m SE�C1'lON t SECTION 2 1/2 A-307 M.B. (R-VALUE - 19) 1 a SCALE :NOW $-! SCALE :dolt S-1 4'-0' O.C. MAXIMUM A a#- (r -I r -I W6 x 10 -- --- - --- T SECTION L4 x 3 x 1/4 (LLV) 3 SCALE :NONES-! 1 18 CA TYPE v Sim FLOOR DECKM • I • Lo 1 07 ��p spy /�y'■ COM (}�y�p (y�� '/� I` pl EW RA 1 4OLLIUMS w��TE FLOOR alll) O ETI (� FOR S1 FFW ANO TYPE '8' DECKNG. WN. 4' aO ERECTING TO BE TKXK MTH 3000 PSI RENM AFTER C06VRESSgE STRE.NGTK %(L1 L40MES HAYS WW ( TYP•) ATTACIED COYPL.ETELY L4 x 3 x 1 - — C12 x 20.7 3" X 3" X 3/16' COLUMN 9 AT CORWRS -J 18 GAL TYPE *9' W s + ;' 3 16 6 . FLOOR OE0aNG , ' I I 0'-10 1/2" 3/16' 2° - 18' TYPE B L2 1/2 x 2 112 x 3/16 3/16' r - 18' C12 x 20.7 STEEL FLOOR AS TEN TO EACH FLOOR �, TYPICAL AT LEDGER DECKING I V xsT ./ p4 x 3/4 LC11G - I I C12 X 20.7 C12 X 20.1 - -- - - TYPE SES TAW'R4G �� 200A TYPE N N ��QNC. —_ SCREWS • 12' o c. MAX � STEEL FLOOR T.514 >< 3 X 3/16 DECKING _ _- L4x3x14 LL $ 4 J 3/16 Wa X lO AT CORNERS 3/16• 6° L2 Ip 'A 2 1/2 x 3 16 _— s_'1 1/2" SHIM PLATE _ __ •,� C12 x 207 _ COMTE FLOOR SUB O%fR TYPE 'N' OrCKNG. WI. 5 1/2' R COMPKSSHI STRENG �? SE MON 5 ( TV.) :NODE S-► SEL71ON 6 L4 x 3 x 1/4 (LLV) ti SEMON4 NONE S-1 SHORRING L's 20 GA TYPE -N- S FLOOR DECKNGCN- o • O x 1 x rJ U :-, C12 x 20.7 T.S 3 X 2 x 14GIL C12 X 2Q1 12 GA- RATE 5 ", I TS3 x 3 of to i _1 T.S. 3X 3X 3/16 I S-+ �� UNLESS NOTTD) 4 J X 3 x I/, L 5/4' STEEL PLATE +MiH TE MID. COL'S. _/8'• A-307 Y B _—_ 8'-2* 2' V-4' 2'-6' 3 1'-6' 3'— 8'-2' TOP of CONC. Lz 3' 9' 8' 3 3' 12'-8' 3' a +0'-2' — 13'-2' C12 x 20.7 C12 x 20.7 GIM�F�`�io _ — OREGON 20GA GALV MWO TYPE 'N' ld, L? 1 2 x 1 1 2 2 3 16 STEEL FLOOR DEacn4c ORFU" ON �P E C 18GA GALV %M TYPE 'B' L4 x 3 x 1/4 / / / FLOOR FRAMING FLAN STEEL FLOOR DECKING L4 x 3 x 1/4 SNCTION7 SE)C'nON 8 FILE: K:\HN\OR\26S1 SCALE: 1/4" = 1'-0" SCALE :NONE S-! scAL.E :NONE S- ! __ The MADISON Svillhol Of 2100 SOUTH 111F+ AVLNI.IC ® 011ality PHOENIX, ARIZONA 85001 —1 PHONE . (602) 252-3083 12GA GALV PL 11� fI (� - � XWooi ��N\m 0 TS3 x3x316 / �-- TS3 x 3 x 3/16 HAMBURGERS #10 S.M. SCREWS �� - � INSIDE C12 x 20.7 0 2" c/c �T C12 x 20.7 12GA GALV PL 6 1 112' EA. TS ' t w z S —6 x `S8 --0 MODULAR RLY AURAN I d � • ( 2 MODULE DESIGN) - - - -- -- -- - TYP. -_-- - - - - --=--=-= - ----1 - - _- 6 3 d . . . . . . . 1 . FLOOR FRAMING PLAN & DUAILS N _ LOCATION JOB NO. _ _ 12GA GALV S.M.Z. ^13295 SW PACIFIC HIGHWAY X v #10 SMS TIGARD, OREGON 97223 A 2—H N --6 ® 2" c DWG. . S- 1 - HANDXET '--- --- ' SH1V 1 6 N — — — -- — — — _ SCALE: 1 4' I' -0" DRAWN BY AN 4 V x 3' x I{4' x 6° LONG CUP L4' x J' x 1/4' x 6' LONG CLIP DATE: 15 MAY 92 CHECKED BY: IMTH Two 5/3 I x 1 1/2' LONG L40 TWO 1/4*/frO x 1 1LO LONG • BASE FRAME REVISIONS DATE _ DWN CKD A-307 Y.B. 0 EI.CH DQE OF COLUUII A-307 M.B. 0 EACH SIDE OF COLUMN 1'-6' L,' x 3 x ' x 6' LONG CLP REVISED INSULATION PER ENGINEER 290CT92 AN MA TH TWO 5/�'1 x 1 1/2- LONG A-307 Y B 0 EACH SW OF COLUMN DETAIL "X--X" SDC'�ON 9 SOMON 10 SCALE 1 112- = 1'-0" - i '�n� 5W POC'T F 1(� I 1 r.1:111'►r i SCALE :NONE S-1 SCALE N : OTE S1 :?2 n 4 -- • " TF THIS DOCUMENT IS LTaSS I� � ( jII J1I1l1_lTlI' I AL LEGIIILE THAN THIS NOTATION, 1I , 11 ?] APRIL 1994� 8Ell 11rIl ( II IIjj ^ .. .;, IT IS DUE 70 THEQUALi'I'Y OF - No.36 l�'^~•'='�°""' THE ORIGINAL DOCUMENT. — -- -- till1Z111�11Z1llllllllZ i 3T T 8i 4T 811 L 9 IIIIIIIIIIII—1��1IIIIIIlii�1111,111�111111111 �IIII''' 611 111111 £11111II ll ZII►LIT1l,fxl�ld,hl ll r , . f •„ } , r C12 x 20 7 -� C12 x 20.7 5Y ' �a•„'` �. G T.; .3 r 3 x 3/16 OOLIAM 6' 'v. DIA. VARY PER EQUIP. SPECS 6• -- --- -'- -_ 20_9 3/4' TOP BOTI�I ' T 20 GA. GAL V. STEEL WW WA TER TIG1I „ . 3/16• r 13iROOF DECK �.+; .,. ��. . !,• " 1 I/ TYP.' t; 3/16' I I/r~ YM6 x 12 3' -- 6' 1 1 8! 1'-0 114' 8-1 5/8' 3' -1.14, 8-1 �� ,.-12 CJ1. GALV. STEEL z - C5 r 6.1 C6 x 8 2 x n RCttOf CURS 4'-4' J'-0• 1/4' STEEL PLATE WITH ✓/ -- C6 r 82 (4) 5/8'0 A-507 N.B. i -- - - csx6.1 C5X6.7 1 1-I2 I L2 1/2 . 2 1/2 x 3/16 x 2 I/2" l� X 6 7 I CLP WIN 5/8'0 11 1/24 LONG A-307 1" Y-6' X 5--0' ROOF OPINNG I x .. '^ -- -- Y.B. •EACH SDE OF COLLUt 4 "' ► I 0,-lo 1/20 K ? x C5 X 6.7 SECT!UN I X 12_ S. � xs7 TYPICAL ROOF CURB DETAIL �cAL�:: 11/2• = 1'-�° - f ASTEN ROOF PANEL ROOF INSULA 1101 ffFM. To PURLINS w/ /14 6' FIRE RATED X 1 1/2 LONG nPE 'AB• SELF TAPPING SECTION 2 N Qi F�ERCLASS _ fASTEfERS IdM �� . I (R-VALUE = 30) NEOPRDf WASHERS e TWO PER PANEL F � SCALE : 1 1/2' = V-o' •EACH PUi[.IN u� o. --- X .7 0 X 6.7 TEWOIRARY COLuws TS 4 x 3 13/16 FOR SHIPPING AND _ I C6 x 8.2 IC-4ERFCTW TO IN .1 X I'-r x Y'-8"ROOf 0PIE N4G rs 3 13 t J/16 RE]I n AFTER `V _--- YODIJIJ`5 HAZE BEEN13 `a SI _A ATTACHED WIPLETRY 1 - - 8'-0 13/16' ---v, a x 61 1'-Y S0. ROOF oPEN14C Rgof - - 1S3 r J x 3/16 CO1L1111 cyl TOP A BOTTOM Cl? x 201 C12 r 201 C5 x 6.7 CS x 6.7 I - 3/16• r MAW - •. N c7 : �B _ 3/16' 11/2' a r 61 - I -t 1/16 CS r 6.] CS � 6.1 2'-0' X 1'-5- N - -- ----� x x ROOF OPENING °d - - ---- ---I.S. 4 X } X 3/16 _._ Zg T.S 4 X 3 x 3 Id IS 3 r 3 x 3/16 J/IC4 x In � BOTTOM -TS 4 r 3 r 3/16 I 3 6 I I C5X6.7 ax6.1 L21/2x2I/2rJ/Isr21/2' L01G r . n. 3 - M C6x &2 CLP NTH 5/8'tlxl l/rLOIIGA-3o I I -C) r9.8 l Y.B. •EACH SDE OF MLI. T _ /8' l I/4' Sim PLATE 2'-0' SO. ROOF aPEMif 5'-0 12' 9 4r l'- I'-5' SQ TTS G5 X .7 I .7 TS3 r } x 3/16 I NTH 5/8'0 A-307 MA i!7 N 111 I I TEIP COL's N II 1 SOMON 4 EC5X X 6.7 V-4' SO ROOF OPENING o SIM : 1 1/2' 1'-0' 1, 113/8-7 5'-0 1/2'� o L2 Ij2 r 2 1/2 x 3/16 x 2 1/7' LONG I CLP NTN 5A,# x I I/r LOIC A-301 C7 x 9.8 SECTION 5 4 =i1 - Y.B. •EACH SDE OF COLUW ( I I ( - -� b cc S - SCALE : 11/2' - I'-0' iw, x aD :n ch I x 7 J�V z9.8 ) x 9.8 T S. 3 X 2 x 3/16 -- � S_ 12 GA. PLATE T.S. 3x 3x3SECTION 3 1'-4' 10'-5 1/16' /16 --- J• 9'-8' 3 113" 12'-B' 3- MIKu) LIIA.ESS NOTED SCALE : 1 1/2' = I'-0' -_ 10'-2' 13'-2' 23'-4* C12 20.7 _ C12 20.7 3/16' I T/2' TTf. I1P. - ! 11� coSEN N 'fE' ROOF FRAMING PLAN -- - 3/16' 11/2" _ ;. �W O,6 .. SCALE: 1/4" = V-0' ►n a x 6.7 a r 6.1 4., CS r 6.1 �� x 6.1 •�G�OREGON � 18, 1 7C6 x Til .1/16' 1 1/2' �P. 01,� LUON 7x9.8 SPECS FILE: K: HN OR 262 ' SECTION s -SCALE : 11/2' _ �'•a• SECTION _7 �T SCALE 1 I/2' - 1'-0• --� � The MADISON Symbol S of 2100 SOUJI 11th AVENUE ® Qu,111ty PHOENIX, ARIZONA 85007 PHONF : (602) 252-3083 C1 x 9.e W` l Hil-_r _ U L L_1 �� _ ��u HAMBURGERS is 3 x 3 x 3/16 COIIA/I � - TS 3 x 3 x 3/16 COLLIW 23'- F x 38'-0 MODULAR RESTAURANT 12CA GALV PL (2 MODULE DESIGN) C7 x 9.8 ROOF FRAMING PIAN & DETAILS _ LOCATIO14 JOH NO. Eff I Ih �_ �1i1 •I ' 13295 SW PACIFIC HIGHWAY • I(LjI • TIGARD, OREGON 97223 A2-HN -6 - - - - - - -�' - I " W . . HMD � -r ,� - -- _ _ _ _ - - - - - � -. CET D G S- 2 SHN s SCALE: 1 4' - 1'-0' DRAWN BY : AN L2 I/2 x 2 I/2 x 3/16 � 2 1/r LONO • ;; II • _ CLP MM 5/8'0 r 1112' LONG A-307DATE: 15 MAY 92 CHECKED BY: kiIi w msu OF axtw • II II • /10 SCREWS ® 2' cA REVISIONS DAIS DWN CKD ( ) A REVISED INSULATION PER ENGINEER 290CT92 AN T 1 -i;,:)qq SIA) PAC I F TC I.1 I GHWH Y SEMON 7 . OF 4:? 51CAlE : I I/2' = 1'-0' 9� w I IF THIS DOCUMENT IS LESS L'11 1(1I ►III jIII 111 1111 I I I III 1I I 1 I1I1 I13! 111 TT� T11 l ISLE THAN THIS NOTATION, �1 lI�l1 1�1 I1 I1 1I�T6IIII$I I II II I I I II I I I I 'II I (I III fI l III�1 I1 I1 I1� 1 I1 II I I I I I I I I I II II I I ' APRIL IL20 THE QUALITY OF -IT IS DUE TO � 19�94 �21 No 3B �• • THE ORIGINAL DOCUMENT. E 6Z >4Z L��Z 9Z �Z 6Z I EZ z7�j TZ OZ 161 B�T --L�T 9i Si 6L ST�T1111111 TT T�f 9 L I 9 -- Q- iib E Z T�I.ur,l !III IIII'llll IIIITII�Iilllllllillll IIIIIilllllll�IIII IIIIIIIII IIII�IIII II Illlill�ll►II�IIIICIII ��I�III!II�IIIIIII�I�III - � I II !lll.11 llllll�lllllllll11,111�il1lll1.11� 1 II I I II ll�ll 11 II III Il ll I 5'-8 1/4' 6'-08 6,•_0. 5,-8 1/4' 24 GA, GALV. S.N. 4' - 12 GA, CHANNEL STANDING SEAM ROOF PANELS (RED) 20 GA. GALV, SHEE METAL Z's 16' O.C. 3' / 3 4 X 1 5/8 X 20 GA. VERTICAL FULL HEIGHT f, 4' -12 GA. CHANNEL 3 X 1 5/8 4' -12 GA. CHANNEL X 20 GA. f . R 4 X 1 5/8 4 X 1 5/8 X 20 GA. L 4 X 1 5/8 X 20 GA. 20 GA. CANOPY ROOF DECK CHANNEL X 20 GA. CHANNEL 20 GA. CANOPY ROOF DECK (SEE SHEET S-11 FOR (SEE SHEET S-11 FOR CANOPY DETAILS) 4' - 12 GA. CHANNEL CANOPY DETAILS) 14 GA, IEE 20 GA. GALV. 14 GA. ZEE TRANSIT FLASHIN 20GA GALV SMZ . GAL ASH W/ #10 SMS Qr — — � 3'-0' o/c R-30 FOIL BACKED [NSULAT[0 LC5 X 617 20 GA. GALV. ROOF DECK W/ 3' �-- — w/ MAX. FLAME SPREAD OF 25 r_r ac VENTILATED METAL SOFPA —& MAX. SMOKE CONTRIBUTION OF 450 n, — — -- — — — — — — — — —1Ed` K�"P'� — — HIGH SEAMS a 16' O.C. VENTILATED METAL SOF4 ACCOUSTICAL CEILING TILE �J_ 6' X 6' GLAZED TILE 0 1/2' THICK DUROCK BOARD V CLEAR INSULATING GLASS o �%j V CLEAR INSULATING GLASS w PROFf _ *GINEf,P` ,oy �0, - W d OREGON�o DRIVE-THRU WINDOW W/1/4' GLASS O0 �,� cx) 1 CLEAR INSULATING CLAS,) OREGON SPEC S - 11J c" FILE: K: \HN\OR\26S3 The 3 1/2' R-•11 INSULATION Symbol MADISON I' OPA00[ / IEMPFRED INSULATING G[ ASS—,, Of 2100 SOUTH 11th AVENUE Quality PHOENIX, ARIZONA 85007 20 GA. GALV EMBOSSED S.M. ® PHONE 602 7.52-3083 � WALL PANEL W/ WHITE ACRYLIC FINISH KAWNEER 'NUCORE' ALUM, FRAME (4 1/2' X 1 3/4') —� i QUARY TILE BASE QUARY TILE FLOOR QUARY TILE BASE= -u' I HAMBURGERS , 20 GA. PRE-FINISHED ` REVEAL FLASHING C12 ?I '�(� )I LIGHT WEIGHT CONCRETE 2-C12'S - — — Z�'S��SZ OVER 18 GA. 'B' STEEL DECK LIGHT WEIGHT CONCRETE C12 — 23'--6 x 38'-0 MODULAR RESTAURANT FIRE RATED STEEL FLOOR DECK 2 1/2 x 2 1/2 x 3/16 OVER 20 GA. 'N' STEEL DECK (2 MODULE DESIGN) FLOOR INSULATION CONT LEDGER L STEEL FLOOR DECK SECTIONS 3/4' 3' R 'VALUE R-19 A9'-11 1/4' -_ -- __-- -- -- -- -- 12'-1 l 1/4' __-- -- -- -- 3' 3/4' LOCATION JOB NO. _ 13295 SW PACIFIC HIGHWAY /� ` TIGARD, OREGON 97223 Ac_fJAIl I`1— 6 SECTION , DWG. : S- 3 HMO 917 _1 _ - — SUN 3 � 6-- SCALE: 1 = 1 -0 SCALE: 1' - 1'-0' DRAWN BY : AN DATE: 15 MAY 92 _ CHECKED BY: REWSIONS DATE DWN CKD REVISED INSULATION PER ENGINEER 290CTQ AN 13299 SIAI PAG I F t r 1..1 I r,l..11alr'a Y 4 OF 4;? r 1' II' THIS 1'^rUMENT 1.S LESS A' -Tf 11111 111 III III III 'III III III III III 1�T T� rTf f�l 111 fIl (11 III II( 11( rj �I III III I I III III III III III III III I 1I1I1 , 1 ' 1IIIIII ' III III IIIIIIn 11 VIII " LEGIBLE THAN THIS NO'T'ATION, I I 1 I I I 'L I I 1 3 41 1 5 I 6 I I �j� I I I n �` PRIL 28 1994 I T I S DUE 'r L---n -- �e_-- S I V1_ 1l� O THE QUALITY OF No ae ~ THE ORIGINAL DOCUMENT. --- - � , __ 1, ":, ZZ 8Fzl,, LZZ fiZ E7��Z I TZOZ �6I 8I �T 8T 4t1b�t Ei ZT Tt � t �13 1 IG �9 I ��I� £ Z i��df3rIIIII,IIIIIII III , III IIIII�,Iq;,-,,—III IIII�IIII IIII�IIIIIIIIIIIIIIIIIIIIIIII IIII1IIIIIIIII�IIIIIIII I IIII�IIII�IIIIIII11 I�III� III IIII�IIIIIIIII�II�II�I Il�llll llllllll J6111 ll ► llllllll[11111111ill111ll1111JIL1� 1llW 11�Iflll IIIA III 1 W , it y --- ra .� •- a (n1'- 7/,1/t . �-----,�, „�. `w'" 'b }wmr 7'1•q" w: ,l'/'d .• .:, '' 'y. ` �i . • "•�yy.• ( '.•' r aart {. d, f. � Ow It ., ,�, � ^g , r„ �{•y' :• {. . b1L; • fir( • .'' •+.in ,, .' •�.+ ' 20 GA. S.M. FLASHING , V-5 1/2' 3 X 20GA, METAL ZEE SECTIO ? BETWEEN' ZEE ZEE AND OUTRIGGER ` MOUNT TO OUTRIGGERS AT 4'-0 ; . r r 1 ON CENTER CONTINUOUS ( IYP.) .. '+ �. �. «f , 1 1/2' 3' Y-0 1/2' 1/2' I ENDUROWALL PANEL ENDUROWALL PANEL 20 GA. GALV, S.M. GUTTER ENDUROWALL PANEL 20 GA. GALV. S.M. FLASHING 3 X 3 X 20 GA. ANGLE ENDUROWALL PANEL CONTINUOUS AROUND TOP OF FASCIA I I 20 GA. GALV. STEEL ROOF DECK cm Lo 20 GA. GALV. S.M. FLASHING � o - 4 X 3 GALV, OVERF!.OW I _ `D I (TWO REO'D.) I I - ru — - ru 1 CAULK AND GA. S.M. CHANNEL ATTACHED BACKER ROD -- -- �. -- I TO OUTRIGGERS e GABLE — ENDUROWALL PANEL zo I 20 GA. S.M. ANGLE 20 GA. S.M. ANGLE I 11i 2 1/2 X 2 1/2 X 3/16 OUTRIGGEPS 4'-0 DIC - 3 X 3 X 20 GANGLE E zj 7 VERTICAL AT EACH CORNER (PRE-FINISHED WHITE) CONT, (TYP , I FLASHING CONT. (TYP.) OF FASCIA (TYPICAL) EMBOSSED VENTILATED METAL--- SOFFIT MATERIAL (PRE-FINISHED WHITECD � I TA 'A' I 20 GA. GALV. STEEL ROOF DECK 3' I 4 X 3 GALV. DOWN SPOUT3 X 3 X 20 GA. CONTINUOUS (PAINT NAVAJO WHITE) ANGLE AT TOP OF FASCIA M DETAIL "A " � _ _ 4'-0• IN 2 - #10 SM SCREWS PER DECK SHT _ `u ' ( 8' c/c ) R-30 FOIL BACK INSULATION �- 2Q GA. GALV. S.M. GUTTER w/ MAX. FLAME SPREAD OF 25 & 3' X 20 GA. SUPPORT MAX. SMOKE CONTRIBUTION OF 450—IfZEES P 4 -0 0/(.;. 6 X 6 GLAZED TILE` 1'-0' 1 2' ACCOUSTICAL CEILING TILE 2' ALUMINUM REVEAL PAINTED (PURPLE) CAULK AND ' BACKER BEAD ENDUROWALL PANELS 3' S.M. CHANNEL AT ALL SEAMS OF pp 4 X 3 ,GALV. DOWN SPOUT I 20 GA. GALV. EMBOSSED S.M. ENDUROWALL PANEL FOR BACKING OF *�► OINEf•P .� (PAINT NAVAJO WHITE) WALL PANEL W/ WHITE ACRYLIC CAULK AND SUPPORT 00 PANEL ,I,•� "�' �o �l �+! OREQOIIo OREGONSPECSG" A FILE: K:\HN\OR\26S5 'RAMCO' LIGHTWEIGHT '�tl P M A D PRE-CAST RIBBED 3 112' R-11 INSULATION Symbol ISON WALL PANELS I Of 2100 SOUTH 11th AVENUE ® Quality PHOENIX, ARIZONA 85007 PHONE : (602) 252-3083 QUARRY TILE BASE QUARRY TILE OVER ��►�`,�_ �_ J I LIGHT WEIGHT CONCRETE HAMBURGERS !VER 20 GA, TYPE 'B' STEEL DECK 6 X 6 GLAZED TILE I 23 -6 x 38 -0 MODULAR RESTAURANT (2 MODULE DESIGN) '. 2`0 GA, GALV, SECTIONS FLASHING j LOCATION ,►oe NO. 13295 SW PACIFIC HIGHWAY A21—HN--6 TIGARD, OREGON 97223 C12 2 1 '2 x 2 1/2 x 3/16 LEDGER - "' T OF FIRE RATED ROOF DWG. : S— 5 � ' 4;.. .• "` FOR FLOOR FRAMING INSULATION SHN REFER TO SWT i«S-1 R VALUE = 19 SCALE: `1 1 -u DRAM BY AN • 0 DATE: 15 MAY 92 CHECKED BY: — r' . REWSIONS DATE_ DWN CKD REVISED INSULATION PER ENGINEER 2000T92 AN SECTION - Y SCALE. 1" - 1'-0" - i Sh$ PACIFIC; HIGHWAY ti 1251 OF 4.; ,•, ^ . ' , ';'►! .' . ,; 1 IF THIS DOCUMENT IS LESS T11 I I I �I I I III III III III `III III l i l III I I1 111 11 1-11 Ill Ill 111 I I I I 1111111- IT 111r r� I I III III I I III I IIIII III III III III i l I I I I I I I ' I I1fI I III ! I I I I I 1111 III I I I I I I I I I I 1 2� 3 I 4 5 g -- I g� �I 10I 11�--� 1� APRIL 23 1 994 LEGIBLE THAN THIS NOTATION, � � �— �. -- _ _ IT IS DUE TO THE QUALITY Of'' THE ORIGINAL DOCUMENT. - - ( F t1i T111 TIL17111 II ILII� IIIII III IIIII Illlll{I� Now 1 5 i/2' — ENDUROWALL PANELS 10 GA. S.M. FLASHING ' - — ENDUROWALL PANELS ENDUROWALL PANELS 18 GA. S.M. CHANELL ATTACHED TO OU TRIGGERS �. I • ca Q 0 & 2 1/2 X 2 1/2 X 3/16' OUTRIGGERS 0 4"-0' 0/C Ln W/ 4- HIGHS AT 1'-4. O/C 20 GA. GALV. S.M. ROOF , 0o - �I. W O w LJ LI Ln 12 I 2 20 GA. GALV. SM. ROOF DECK W/ 4' HIGHS AT 1'-4' 0/C A 20GA CALV CONT. SMZ W/ 110 SMS 0 3'-0' O.C. 20 GA. GALV. ZEE 20 GA. GALV. ROOF DECK f 4'-0' 0/C HEAVY MASTIC 20 GAL GALV. ZEE 4'-0' 0/C °° C6 X 8.2 I _.— MM I M I II 20 GA. X 3' ZEE SOFFIT p SUPPORT MEMBER i�- C6 � C 6. N A �- 20 GA. EMBOSSED S•M. PRE-FINISHED *41— I 2' ALUMNUM REVEAL -- WALL PANEL SOFFIT PANEL FLASHING I I PANTED (PURPLE) VENTILATED METAL SOFFIT ,J R-30 FOIL BACKED INSULATION SUPPORTMEMBER T PANEL w f MAX. FLAME SPREAD OF 25 do ENDUROWALL PANEL ELMAX. SPACE MAX. SMOKE CONTRIBUTION OF 450 � I T.S. 6X6X1/4 j ' I CANOPY COLUMN SECTION A- A 20 GA. x Jr ZEE SOFFIT PRpFZ SUPPORT MEMBER . is �fvlMfF,p`�iG 10,614 '� � I I � . Kynwrw►' OREGON oLISO L ` OREGON SPECS 1 FILE: Ka \HN\OR\26Sfi The MADISON Symbol of 2100 SOUTH 11th AVENUE ® Quality PHOENIX, ARI?ONA 85007 PHONE (602) 252-3083 Hoff a W- 4VA HAMBURGERS 23' --6 x M--D MODULAR RESTAURANT (2 MODULE DESIGN) SECTION THRU OPTIONAL CANOPY LOCA11ON J% NO. 13295 SW PACIFIC T GARU OREGON 9712 3WAY A2—HN-6 DWG. : S-- 6 HAN° T ML 6 6 SCALE: 1' = I'-0w - DRAWN BY : AN -- — --- r DATE: 15 MAY 92 CHECKED BY: FIRE RATED rL00R INSULATION WSIQNS DATE DWN CKD L2 1/2 . 2 1/2 Y 3/16 LEDGER R VALUE = R-19 REVISED INSULATION PER ENONEER 29OCT92 AN — W-4 112* FOR FLOOR FRAMING SILI PACIFIC`: REFER TO SHT IS-I a y IF THIS DOCUMENT IS LESS "T�f III(RIII III ILI 1 111 (111 I111I 0111 I 11111 1[1 fr � I I TI I I I I I 1 i 'IVI1II I JL APRIL THAN THIS NOTATION �� 23 1994 g J14L IT IS DUE TO THE QUALITY OF No.ae THE ORIGINAL DOCUMENT. �i - III ZIIIIIIIEL1 IZIIII�II�IzIIZIIIIIIIIiI ZIIIIII_IOIII_ZIIIIIII8i III8i I_I-I_I IGIIjjITIIIIIII9iiITIIIII.�I 4TIII_I -iI-~Ir"111 _ Eiii, �,L1L l _—__-- 1— 1Z11IT tn II I9ZIIIIIIIIIIII6 IIIrI,�IiIJ»IIlI ,. y• 4 ,. ., r• 41. PLUMBING FIXTURE SCHEDULE' S = SUPPLIED BY �'� ► _ u_�: - �� , ' ` `�. ;`' -, :',� PLUMBING SPECIFICATIONS AN INSTALLATION NOT': J � _ � I INSTALLED BY ,.- 1) BUILDING SUPPLIER SHALL FURNISH AND INSTALL ALL FIXTURES AND KEY DESCRIPTION ()TY. S I ,'zt MATERIALS NECESSARY TO COMPLETE THE J08, AS SHOWN OR NOTED ON A KNER WAU CLOSET,•! K-3527EB (le") NTH SEWS 1 B-P C. B-P.C. PLANS. ALL WORK SHALL BE DONE IN A NEAT AND PROFESSIONAL J 1955^ OPEN FRONT SENT. COLOR-NiTE am Now= , •', MANNER. PIPING ARRANGEMENT IS DIAGRAMMATIC INDICATING SIZES B KOH.ER LAVATORY Kr2036RH (20'x18') NTH DELTA 1520 1 BP.C. BP.c. r.Gf �uue.r=9 AND FAl1CFT 8�(1( � 0-8111 RKNT HAIR SOAP Dr5PEN5ER- �u>cA1 eco= r AND PROPER CONNECTIONS. SEE ARCH. FLOOR PLAN FOR BUILDING _ sa Tia wr ray DIMENSIONS. C EIKAY AW" tR 1918 186A STAPiSS STEEL, 1 B P C BP.G , "'`� `' ;.. WTH FAII(�T 1605.193, 4" wa ALO wuara "- - 2) ALL WATERLINES BELOW THE FLOOR MALL BE TYPE 'L' SOFT DRAWN COTTER SET. W/ V'AWX-PROOF LETTER HAFR-EC • ca �' ' COPPER TUBING NTH NO JOINTS. ALL WATERLINES ABOVE THE FLOOR -�' SHALL BE TYPE HARD DRAWN COPPER TUBING WITH WROUGHT COPPER U - 14" x 24' - FIAT M Na MSB-2424 NTH 1 B.P.C. BP.G 'l' r ' , HOT AND COLD WATER FAFJCf T SET, 3'i TRAP A DRAIN, ,kr --� ' OR CAST BRASS FITTINGS. COPPER TUBING SHALL BE SUPPORTED AT AND GRATE STRAINER. �r EACH FIXTURE AND AT INTERVALS NOT EXCEEDING 4'-0' FOR VERTICAL E WATER HEATER M RD40-156 GAS FWD. 156,000 etln I � B.P.C. B.P.C. 0 Go I N��. PIPING AND AT INTERVALS NOT EXCEEDING 6'-0" FOR HORIZONTAL RRL, 38 GAL_ STORAGE CAPAGTY. 11110M u =r- a-u f«-6c PIPING. BUILDING SUPPLIER SHALL WSTALL AN INSULATED COUPLING -- -- Me aw �� 1 ur as lot, ON ALL COPPER LINES WHERE THEY PROJECT THROUGH THE CONCRETE F 3-COWARTWFN I SINK WIN DOUBT` DRAW BOARDS, NSF I UMNEF B P - a G` we c FLOOR. PROPERLY SIZED ESCUTCHEON PLATES SHALL BE INSTALLED D SIANESS STfII, IDk 1 WASTE TO FLOOR SN( AT ALL WALL AND FLOOR PENETRATIONS. ALL COPPER LINES PASSING G 4W FLOOR SN( if 493M Ni11 1'► TRAP & DRAW, 3 B.P.C. B.P.C. or Ca _ THROUGH WALLS AND FLOORS SHALL BE PROTECTED AGAINST CORROSION ALLWIV WTOM DCIS STIL4a ANTI-TIIWG SIffR-F10 GRATE, 1/2- PRIER TAP, AND PORCELAIN r a�-aawa� WITH SLEEVES OF SUITABLE MATERIAL — - - I ENUlE1fD fTINt9H. -- Y I�rca ly�aln 3) DRAIN, WASTE, AND VENT PIPING SHALL BE' HUBLESS CAST IRON PIPE H JOW FLOOR SII( 49023 WITH 3"O TRAP NL DRAIE I BPC. B.P.C. -;x mom ( CONFORMING TO IAMNO STANDARDS. JOINT; SHALL BE MECHANICAL S.S. � + N>�+N ; %�+�. A►+n-rriNG I I1K SIX '� TIGHTENED FIRMLY TO 481NJ TORQUE. PIPING SHALL BE SUPPORTED AT SIM-FLO �E- � PiItCQA'il �� F1NSFi - 1/r Ca y1r as 1 1/r as , „ r aac burr I CLOSE INTERVALS. BUT NOT LESS THAN 4'-60 INTERVALS. BUILDING I JOSAM .100R " j .10001-A-50 NTH 2-0 TRAP It DRUM, 1 B-P.C. BP-C. LAV - A Mw no �" SUPPLIER SHALL TERMINATE ALL SOIL/WASTE PLUMBING 4' OUTSIDE TRAP PRIER INNLEI & PRIER, t ROUND WALOY STRAbO. J I ur j �Au FV1161116 OT SUM"T lar I]Ir Do OF BUILDING. GENERAL CONTRACTOR SHALT. MAKE ALL NECESSARY J JOSAN FLOOR ORM J .1000)-A-50 NTH 3"/ TRAP Nt ORAW, 1 BPC. BPC, h _ - wooF rn1-N 114 of Aw Iffow LCONNECTIONS TO THE SITE PLUMBING TRAP P%0 WI E PRIER, t ROM WALOY STRAINER. I" AN LIAR IP EIIINEMI I V. 4) EACH HORIZONTAL SOIL/WASTE PIPE SHALL BE PROVIDED MATH A K ELKHART FREEZE PROOF HOSE BIBB I M5-PC NTH INSE I B.P.C. BP.C. t 1 * 1/r ts w an Hula aW SHUTOFF VALVE AND VACLIN BREAKER! I -- + ma CLEAN OJT AT I1�S UPPER TERMINAL AND EACH RUN OF PIPING. 1/rlon f ! r ru Mao N rrws I _Gd _. ALL CLEAN OUTS SHALL BE READILY ACCESSIBLE. L EUUY HAND Sic 1 BLR-15 STAINLESS STEEL, I B.P.C. BP.C. - 1�, lc-1iL ..1 ;Ir cncn 1/r�a .• NTH MERE M STAIDARO FAUCET 12605-293. 4- Kok r r ru - 5) FLOOR DRAINS LOCATED IN THE TOILET ROOMS SHALL HAVE A CENTER SET, W/ VANDAL-PROOF LEDER HANDLES f O r rs'VIN "' �` ►s �� r Go °ROPERL Y INSTALLED TRAP PRIMING DEVICE CONNECTED TO THE COLD rr / +�a� p, ,� �► M JOSAY FLOOR ORAN 30001-A-50 NTH 1'a TRAP 1 B.P.G B.P.C. r 1/rlon I o I r� s yiur aN'O * arst NRa: _w Ca Ns,c •L ! M.4ATER SUPPLY OF A PLUMBING FIXTURE LOCATED IN THE qA�IE ROOM. } yr uxn AL. OTHER DRAINS SHALL HAVE DEEP SEAL TYPE TRAPS. TRAPS _ Ir Irrs I I II I I ' THAT ARE LOWER THAN THE BASEFRAME SHALL BE DRY FITTED, a "" I I II I + WILIasw me tit 10 w w • P'%OPERLY NUMBERED, LABELED AND SHIPPED WITH THE BUILDING _ w. I III sh"kale�lc r� TO BE INSTALLED AT THE JOB SITE. ALL FIELD INSTALLED DRAINS ° 0 I II I 've ta as SHALL BE DENOTED ON THE PLUMBING PLAN BY A SOLID STAR AND f I L I I rK � THE PROPER NUMBER. t r I I II I I pa° ,01'v, a 6) ALL VENT EXTENSIONS THROUGH THE ROOF SHALL BE NO LESS THAN Iln,rvl I i II I I I s oaomwlnas 3' IN DIAMETER. VENTS SHALL END 12' ABOVE THE ROOF UNE. III uici%n�ar I ALL VENTS SMALLER THAN 3' SHALL BE INCREASED TO PROPER SIZE I III n°OAvc�� o 'ffca Mw 1'ns I 12 BELOW THE ROOF LINE. TWO (2) FIXTURES MAY BE SERVED BY A Iff61.aaIN -y' COMMON VERTICAL PIPE WHEN EACH FIXTURE WASTES SEPARATELY INTO AN APPROVED DOUBLE FITTING HAVING INLET OPENINGS AT (,SEND THE S,,W LEVEL WC WATER CLOSET , I ( III I 7) ROUGII-IN TESTING. WIH. WATER HEATER `. H.W. HOT WATER ILII I I DRAIN, WASTE, AND VENT SYSTEM SHALL BE TESTED BY CLOSING OFF C.W. COLD WATEP I III I � ARY WATER I III LENI L OPENINGS EXCEPT VENT TERMINATIONS AT THE ROOF LINE. FILL YW.W.W.wWWA I III I we rnl>r ALL HORIZONTAL AND VERTICAL PIPING WITH WATER AND CHECK FOR H.S. HAND SING I III + am6i" LEAKS. ANY LEAKS SHALL BE REPAIRED AND TEST REPEATED. VS FLOOR SINK I I II I I POTABLE WATFRUNES SHALL BE TESTED WITH A SINGLE CHARGE OF AIR F.O. FLOOR DRAM I I II I -rars AT 100psi, PRESSURE SHALL HOLD FOR A PERIOD OF THIRTY (30) C.0. CLEAN OUT I MINUTES NTHOUT ANY LOSS. ANY LEAKS SMALL BE REPAIRED AND LAV. LAVATORY I I) I V.TR WN T THROUGH ROOF III ,�•aa.,r�rc � TEST REPEATED. AFTER OBTAINING SUCCESSFUL TESTS. PLUMBING B.P.C. BUIDNG PLUY�IG CONTRACTOR - Fl1RNNl9•ED BY YA01S0TN M. SUPPLIER SHALL CLL FOR INSPECTION AND APPROVAL PRIOR TO ANY T _ ��►ra► I PLUMBING BEING CONCEALED. B G UD11G TLE CONTRACTTXI Fl�►O;ED BY MADISpN�WD. r ILII u�10� B.Y.C. BUILDING MECHANICAL CONTRACTOR - FLIRNI D BY UAOISON 10. tort O �t I II I r o All �"u 8) FINAL TEST OF WATER `'UPPLY SYSTEM: B.E.C. BUlI1NG ELECTRICAL CONTRACTOR - FTJRNISHED BY MADISON IG. r r s./rw r, I r rs yw ©r rs u[Sul Tac 1/r ca C GENERAL CONTRACTOR - RF48M BY OWNER PooFOI,.' I \ r�e,�l III - _ _ - Alex AFTER FIXTURES ARE SFT, WATEP PIPING SHALL 8E TESTED WITH A TRAP LOCATIONS NTH 7-0' SO. BLOCKOUTS "` '____ "� r __ \ ou` SINGLE CHARGE OF AIR AT 50psi, PRESSURE SHALL HOLD FOR A 3/6, / PERIOD OF THIRTY (30) MINUTES WITHOUT ANY LOSS. ANY LEAKS © SIM$V CA "„ ,m," '� SHALL BE REPAIRED AND TEST REPEA ,ED AFTER OBTAINING - - - - - a _ A SUCCESSFUL TEST, PLUMBING SUPPLIER SHALL CLL FOR FINAL Lit= rt t'v INSPECTION AND OPERATION TEST. wi wo�r.apta nrQ vc • ca ycool At vc alaW aallata 9) GENERAL CONTRACTOR NOTES: gr1.nxr,:r q Inu"memo 00kua `NM f-Cc r' 4N azaoa,rala GENERAL CONTRACTOR SHALL OBTAIN ALL REQUIRED INSTALLATION wln a ilOr1 sa me q RAo11� fr-Cc �p Now PERMITS FROM LOCAL AUTHORITIES AND MAKE ARRANGEMENTS FOR A L. cry IIRFD INSPECTIONS. DRAIN , WASTE & VENT PLAN GENERAL NJTRACTOR SHALL PERFORM 'REQUIRED' ON SITE TESING �� ,"GINE WA E R & GAS PIPING PLAN of PLUMBING SYSTEM AND INCLUDE ALL COSTS OF TESTING IN 1 � SCALE.- 1/4" HIS BID. IN THE EVENT LEAKS ARE DETECTED; MADISON INDUSTRIES SCALE: 1/4' = 1�-O* SHALL BE NOTIFIED FOR CORRECTION OF SAID LEAKS. OREGO11 0 �c �Q GENERAL CONTRACTOR SHALL CONNECT BUILDING DRAIN TO BUILDING 18, �� SEWER, BUILDING DRAIN STUBS ARE LOCATED ON PLUMBING PLAN- 0 R E G" O � I C , ) [ C S GENERAL CONTRACTOR SHALL CONNECT BUILDING WATER SUPPLY TO11l \ I V �" L POTABLE WATER SUPPLY SYSTEM. IT SHALL BE THE GENERAL FILE: K.- HN OR 26P1 CONTRACTOR'S RESPONSIBILITY TO MAKE FINAL CONNECTIONS OF THE SUPPLY LINES THAT CROSS OVER THE MODULE SPLIT LINES. GAS PIPING CALCULATIONS: U.P.C. CHAPTER WATER CALCULATIONS: 30 GPM FLOW) ALL PIPE USED FOR IMSTALLATION OF GAS PIPING SHALL BE The MADISON ASSUMED: 1100 BTU/ CU FT WKCT To H-V c. FAN Mt STANDARD WEIGHT WROUGHT IRON OR STEEL. SUCH PIPE SHALL BE Symbol AL (2) TWo PL AM of 2100 `.SOUTH 11th AVENUE 8 IN H2O COLUMN DEMAND: ONE W.C. — 5 ..--- u� ( � �,) NOBSTRUC�S CONDITION, BE EBE REAMED TOATHE FULL BORE TRAP (� mu �)---- Quality ARIZONA 85007 GRIDDLE 180,000 BTUH = 164 CU FT ONE LAV. — 2 OF THE PIPE ® alit PHOENIX, FRYER 1 80,000 BTUH = 73 CU FT ONE MOP SINK — 4 ALL FITTINGS SHALL BE OF MALLEABLE IRON. ALL VALVES OR PHONE : (602) 252-3083 FRYER 2 80,000 BTUH = 73 CU FT ONE 3 COMP SINK — 4 WA i;TR 156,000 BTUH = 142 CU FT 2 HAND SINKS - 4 APPURTENANCES SHALL BE OF A TYPE DESIGNED AND APPROVED -- oor�Ecr ro aoo�rr, FOR THE USE WITH FUEL_ GAS. ,�li `� �' '- ' ` �/-7 17 = S 0 PK " \ FAN COI. � `1 HVAC 0,000 BTUH 155 CU FT / uE. rrarlM !� _.--uaoN (rrn1cA1. nwE>: Puc>:s) 1 O�' a , ��NvTOTAL - 19 FIXTURE Al1OKWL FALL . 1/4" N 12" (TYPICAL) --� ALL JOINTS SHALL BE SCREMIED JOINTS HAVING APPROVED STANDARDL� • �l � UNITS THREADS. SUCH SCREWED JOINTSSHLL BE MADE UP NTH HAMBURGERS LENGTH OF PIPE FROM METER TO MOST APPROVED PIPE JOINT MATERIAL, INSOLUBLE IN THE PRESENCE OF FUEL CAS AND APPLIED TO THE MALE THREADS ONLY. REMOTE OUTLET (FRYER 70 65FT MIN. PRESSURE ® DISTANT VALVE ( H.S.) 8 PSI 23'-6 x 38A MODULAR RESTAURANT FROM TABLE 12-3 ( 70 FT LENGTH ) NO GAS PIPING SHALL BE INSTALLED IN OR ON THE GROUND UNDER ANY (2 MODULE DESIGN MAX HT ABOVE METER 5 FT BLDG OR STRUCTURE AND ALL EXPOSED GAS PIPING SHALL BE KEPT AT FRYER 1 - 73 CU FT 3 4" PIPE 5 FT (.43 ) = 2.15 PSI PLUMBING PLANS II' / LLEAST SIX (6) INCHES (152.4mm) ABOVE GRADE OR STRUCTURE. FRYER 111 & #2 - 146 CU FT 1' PIPE � ALL GAS PIPING SHALL BE ADEQUATELY SUPPORTED BY METAL _ _ LOCATION JOB NO. DESIGN PRESSURE = 55 P LuNOM (w 1100 STRAPS OR HOOKS AT INTERVALS NOT TO EXCEED THOSE SPIWN 13295 SW PACIFIC HIGHWAY FRYERS N1 � 1y2, GRIDDLE — 310 CU FT 1 1/4' PIPE ,, IN THE U.P.C. TABLE 12-2 TIGARD, OREGON 97223 A2--HN-6 ABOVE + W.H. do HVAC -- 607 CU FT 1 1/20 PIPE 55 - (8 t 2.15) = 44.85 PSI — • DWG. : P- 1 � �. HAND ( ME:TER SIZE ) ��-- OF — ( ) SH 40 FT LENGTH DEVELOPED LENGTH OF PIPE TO MOST � ��"�Mw swaH� � Fuu �� DRAWN BY : AN DISTANT FIXTURE ( H.S ) - ri0 F T MIM rSIR TO wruer AN CAP. BY BP.G SCALE: 1 4" - I'-0' DATE: 15 MAY 92. CHECKED BY: GRIDDLE LEG — 164 CU FT 3/4" PIPE USE 1' ) FRICTION LOSS 100 (44.85)/50 = 89.7 PSI REVISIONS •� �� DATE DWN • CKD ( 50 FT LENGTH ) FROM CHART A-4 CONDENSATE DRAIN SCHEMATIC WATER HEATER LEG — 142 CU FT 3/4' PIPE ( USE 1" ) USE 1/2' TO ;/4" 'IPE r"S, HVAC + W.H. - 297 CU FT 1 1;A PIPE L. I >.: 99 SIAI PAC I F T r... I H I I,H Il:lra � 1' MAIN OK — IF THIS DOCUMENT IS I.,ESS -TfIIIIIIiIIIIII IIIIIII IIII'III ' IIIIIII 1111111 1ilirT r�T �11jIlT VIII 1 IIIIIII 1I11TI- IVIII III I IItIIIIII III III Jill III III I I IIIIIII IIIIIII ISI III IIIIIII IIIIIII VIII I I,EGIIiLE THAN THIS NOTATION, I 1 I 2 I 3 � I 1 6 I I Q I I 10 I 11 1� oI y APRIL- 2a 1994 IT IS DUE T L�._ _��.—�__��.--------- O THE QUALITY OF No 36 THE ORIGINAL DOCUMENT. E 6�T, 8Z LZ eZ Z 1yZ SZ Z IZ OZ 6I t3I L�i 9�i I sI 6r--£T ZT Ti III► ILII ILII IIILIIII ILII ILII ILII I'It IIII�IIII ILII ILII IIII�I!II IIII�IIII ILII ILII Illl�lllli►III IIIIIIIII�III�IIII�IIIIIIIII�IIIIIIII!III �IIIIIIII�►III �I I� I , II Illlllllillll1illllll El lh�ll�lllllulW�lllll..Ltlullil�111,�.1ll III ��II►IIIII�IuIlllll►INTI dII a 1� A. a � • "� } "k�,+' •• u/.lel '� � ` �' �'�•.•• �1{.:� �'`� �/+'j'�,,. •', ' 't '.uy' Q .. ► •'t • + r V.TR . :4r ,/ �i ..r :`f�, t •t, 1 �' , J L TERMINATE 1'-0' •3. Mk ABOVE F.A • ,.x' INTAKE ON A/c ` .�j UNIT. -�-I 1/r V. 1 ON--SITE COINECIION r �---1 1/2' V. �l r V.- r BELOWGBUILDING, I I I GO /" TO SANTMY SEWER, 1 112' BY - GG 3' W.C. G0. C.O. /2 I I I ' v. t f1� J 1 I//' UV. 3' 3. CO. GREASE I1IERCEPTOR, INSTALLED I I I r F.O. 3' AT 11OMTE PER LOCAL omEs t 3" V.T.R I I i W/T.P. ON-SITE CONNECTION CONDIM SEE 91E PLM FOR TEI211INAllE 2'-0' L I I r Y.s BELOW BUILDING, OUCT LOCANK FlIRM t 100' WARM HATER WATTS JCA Ll IKTALIID BY - GG HAND SINK 3/4' GATE VALVE W ABdYE F.A. Br - C.C. i��r TO LAVA TORIES AND VACUUM REM I I /INTAKE ON A CION i. � I I//' H$�- � r �r 1E1PQiING VALVE 3• V 1A. WAITS 1 N17% I2 CO3. � IERI/NATE Z'-0' 3/+• 140 Hor WATER I e I . AB01f F.A. r 0. r TO FUTURES. 3/4• H.W--+- -.--- 3/1' GW. r aoIRECTT WASTE r lO RECM IN1N ON A OM-91E COMECTIOII - BELOW elllDK I FROM 3-CAMP I / BY - G.C. 3' V /T.R. SMK SEE Of TAIL I I/2' V. 0JrI I WATER HEATER, MOLx;7 IN -� MUNATE 1- � �� I MN. ABOVE F A, r DLYP SAFE Ir PAN W/ I"0 ORAIN LINE, !SPE 10 I INTAKE ON A/C I � I MOP SINK I UNIT. I f�` , 1 I/2• 3/PE FIAT 92FlEU lliE- F' /I 2' F.O. I 22 DEEP METAL W/TP. I I SAFE n PAN. ' r vl-2• 2' I• SAFETY PAN GRAN LME PPE FULL 91E TO M.S. ef I / W/TP. I -2• FD / re N 2 /TP �3' w• T.P 1 WATER HEATER INSTALLATION DETAIL ,W- 2' '' / NOT TO SCALE } r H I I/C IIS 1 co W/ COVER 3- A I FIN. GRADE i BY - GC r 2• 2• F.S W/T P. \ 112" CW, ON-STOONIECTION J ABIN CELIIG AT / I' C.W. YODILE LINE. 3/1' Gr11 , 1/2 W.W.— DRAIN, WASTE & VENT SCHEMATIC 3/+• CX NOT TO SCALE 3/1' C.W. / 3/+• H.W WH. I' C.W. 3//' CWW.C. I 3//• H.W. Wt -��rk I/2" C.W. / I Y.S. � 1/2" W.W. `1* 3/16 N.W. 1' 3/1• GW. I/2• C.W. 1IOT MAx 1' C.W. 10 WATER % GATE VALVE METER, BY - C.C. �( FREEZE PRO � � I � HOSE 8l2 / I/2 � -1 11' GW 1' GAS GIN � H.W.-� .. 3/1" C.W. ON-SITE CX NECTICN 3-COMPARMNI SINK BALL(W I• GAS �ECLK, Al STUB MROUCABO* REAR ORECON`d,o(4 WAIL. ABOVE CELINc OREGON 1B 3 1' C.W. J//• HOT s a/1' Gw. HV 1 BY - B.PC., aN-g1E S � I / (TYPICAL) AC IN CCNNICETKOI'', BY - CC I 170.000 bluh DIRT LEG WATER HEATER I/2" C W. 156,000 bluh 1 1//• GAS � ' +GRT LIG FELE: K: HN OR 26P2 ON-911 CONNEC06 BALL TYPE 1 1/2' GAS I r --- ABOVE CEILING AT CAS � ` � Symbol- � � n�M00lLE IE. ON-SITE CONNECTION x11/+' � I ./r � m b n 1 ABOE CELNAT MODULEI• r Of 2100 SOUTH 11th AVENUE ® Quality PHOENIX, ARIZONA 85007 I PHONE : (602) 252-3083 1/2. WW i cI' GAS / I ,r DR1N( 3/4- C.W. I ! I 1rL-U r N ,r,j T S L Y �,/W' HAMBURGERS I 1/2' C.W. I . - �--' I/2" TO GAS I METER, BY - GC. 2. x ��3 0 MODULAR RESTAURANT I BALL TYPE ^ FRO 1 MODULE DESIGN 3/1' C.W. GAS COQ 80"0 00 bb'b1`80001) b1th PLUMING SCH E M A i I CS DIRT LEG ORT LEG 3//' CAS FRYER LOCATION - JOB N0. ao,aoo blah BALL TYPE 13295 SW PACIFIC HIGHWAY A2-HN - -6 TIGA , OREGON 972 oBELOWca i£RcnnN 3/1' c.w v -� I/2' r w e GAS 41rmilyGAS COCK RDO23 LEG = - — Y_ 3/1' C.W. "-- BALL TYPE HAND - — KSS GAS 00 IDWG.. -. P- 2 SHN SCALE: 3/8' = 1'-0' DRAWN BY : AN / DATE: 15 MAY 92 CHECKED BY: _ \� J \ REVISIONS DATE DAN K I/r W.W.--� \ �.I�• C.W. C D WATER SUPPLY SCHEMP AkJ \ DAN` mow GAS PIPING SCHEMATIC _REVISED DRAIN WA T HJT H MATT CT AN 1 !o SCALE - PER PLAN CHECK NOT To SCALE W11 - - SW PACIFIC HI15141, 28 OF 4? o • ESS TI1 III VIII III III 11111111111111111111111111 T Tr�� i ! rlI111 1IF THIS DOCUMENT IS L1 �}�IIII III II II 11 11 11111 11 ' 111 I I Illllllj ! I11 II ill IIII II ' llillll ILEGIBLE THAN THIS NOTATION, 12 13 4 I I 61 I 7 I p I I 10 I I No 36 1� APRIL. 2a 1994 ! Z IS DUE TO THE QUALITY Or -- - -No — THE ORIGINAL DOCUMENT. �E Fgi, Z GZ 8Z9�Z ti-11 EZ 17, OZ 8T r11T911 I ++ IILII ILII ILII ILII ILII ILII ILII ILII IIIIIIIII fIIllliI�IIII illl�llll IIII�IIII IIII�IIII IIII�IIII IIII�IIII IIII�IIII I�U IIII�UII�llll�llll Illl�lill lll�llll !1 lll� llLIl11W I lllill ll ��lllllll IIL�III II IIIIWII I f ! N . ♦)6I 71'1•; •M �• �~ , i ,. � �_ .COY' M .1 , I .I .,�ir�. .• i�, . .r. .. _-_-�.�r�sr�rurw�w�+w.� .�.... - _.-__.- _-- �- ELLE _- .. .A ,`TI JL r�; , „ •►� ,� r �,; ELECTRICAL DULL S SU41LKD BY V, , ;". T PLANT NSWNIA10 N� (O.E.C.) FIXTURE SCHE ;`" '.. ELIC.TRICAL `SYMBOLS ,,Y ABBREVIATIONS I) B.E.C. %W, FURND AND INSTALL ALL NECESSARY VIRE, FITINCS, RACtO BOXES, FIXTURE AND I INSTALLED BY r ti DEMFo, THE C%FU iE EdCiR1C4 SYSTEM NTHR THE CONFINES OF THE MODULAR BUILDING AS KEY DESCRpTION QTY. S I 1 1/2" 9Q 304 SS TO H fR01 Y :, ,. 1. ' IND�MIo6rAr 9 MN OR NO1ED ON PIANS. ALL WORK SHALL 8E DONE 11 A NEAT AND WORKMANLIKE MAWN•:R. wREJIIOLD 500 H A OR AFP. AIPEiRES _ ABO% CLI. TO SANDI" STAiN !.' �;' �' 2 OOiOIUCTUk lMpApiY FOR GENERAL MIRING 1S 8A`IED ON AN A�IE1dT iE1pERA1URE OF 75� IN- A UMM FLMUcat FIXAK 2Cr-310-Al2-W-LINT IS. Btc 8F-c , .` i ' BKFt. BREAKERS WIN- TO11801E CLQ K1iY LACARIN IN FETA. l �' i �+a: C� t0 10' A.Ff. w aQ YTD. c ill1013LFJIT FTrM DRIER MOMIOR MC ITOR� � YONfpi :`,' KI,® EItww FAN � CK T. CIRCUIT � .MLA I, lt�401 DEA6Y SAW16 LAPS. GG MIRE C' O�UIT ARAN CONDUCTOR SIZE SHALL BE 12 AWS-CU NTH 600Y TYPE i ft-TNN INSULATION. CaNXUC- rM Aa UC U]q fEWIA�Pra,D�C1pM w1EORu rM "�-- o' ,,� t..• C.ol. CONDUIT ONLY TORS INSTALLED N 6'x 6 WREWAY HAVE BEEN DERATED IN ACCORDAWI NTH NOTE 8 TO N.E.C. IA- 6 UTHaiA FIUORES01 FDXAMIE 20-240•-AI2-124-1Hr I of C ac V6 VI vt _�D : ;�.' �+ JuwCION Tac F.A. FIRE ALARM BLE 310-16 AND MEET THE REOIMLEIENPS Of NE-G 362-5 EXCEPTION No. 1. SEE TABLE 'E-I' FOR YIN AO"FIs, IH[&L P OXCIM INTEUW WYN FROM AHpYE Q%UN) FAULT NTERRLPTER CODUCTOR A PACIY DERATING FACTORS. BALLAST, A 121401000 SAW LAWS I' CdOUIT TO F'DIRT 10 401 A-ff. IN CaIER,' q 18JlH1DE CUM H.P. HORSEPOWER 3) ALL WR1dG SHAM BE INSTALLED N ELECTRICAL ME14M TRIC, NSTAUAnON SHALL COMPLY NTH C U14MA UGNiK DEROXY LKNI UNIT I ELMA MIN I aE.G BLC A90YE ac. AeO�E a0, _ -p s1dE RECOTAIQE OUIti KV. KILOWATTS BOX TION BOX KFC. ARTICLE 348. RATiEIRY 8AW AND OAU (COLOR-INTI) �? em em t CASH CRDW ORY M.E C BING MAY B USED FOR CONNECTIONS REWIRING FIEXILITY, NSTAIAiiON SHALL — V5 KOSTER V8 MUNI` Wj (D2 l-o$� Vq KOS� � BADS WCEP1ACLL GUM PH. OR 0 PHASE 0 APPIIKN VAP Iml UGIT flxnw �rPx-I�OG WIN I 000 ILE_C -0 OUA01IIREX WMIACII OURti SV. SATCH LAW AID UAW QWRO. - TYP. TYPICAL RIGID NON-METALLIC CONDUIT MAY BE USED N COOL.ER/1'•TEEZER COMPARTMENTS AND AS NOTED ON E RECIM WANOESOT DOW LOT VIH C1fAR Is BEC. GC. I/2•KADY Boa - 09 V.P. �FUD *w V.P. IEATHEFPROOF PLANS; 06TALLAIICN SHALL COMPLY MTh N.E.C. ARTICLE 348. Mum Cot #CSL Fowm MAD.`' •48' Aff. ICY KANDY Boa Q PUL LOX xF'HR. TRANSFORMER UgUD-TIGHT FI.fXBLE CONDUIT 9UYI BE USED FOR CONNECTION TO EOUTPMEJRT IN NET OR GAWP LO- f OUTSIDE Wi MOULTED SECIATY UGHT UTHUTA I ILEC U,r_ r W Air B.E.C. nECIVAl CONTRACTOR - BY YAMON B.M.C. MECHANICAL CONTRACTOR - BY MADISON � NSTAL1Al1(WI SNHAl1 COMPLY NIM NF.C. ARTICLE 151. a NiOOX ALL BOXES AND FITTINGS SHALL BE O' METAL, NTH All JOINTS MADE WOO 101 INSTALLATIOBR. N 1 � fiS-120 WII I-10,WS UW. ri E? E3 Ea Q MOTOR G.C.C CONTRACTOR - BY OVKR G AND CHARGER (CGHIK DIT S0 ly IFR Wilt)VM BATTERY 1 EKEc aE.c SHAI.I (X)If'l.Y NTH NIG AR 11CLE 310, _ �i`� IG DUPLEX ISC+!-ATED Q aim oulfI /) 0�01fSR 1C3f5 AID RECEPTALxES SHALL tf GROUNDING TYPE IVCxtY N COLOR, NTH STAUNLESS S11Il N 8ROAN DWA Si FAN T 576 WIN 4'11 DUCT A Off CAP. I Btc BFc —TTS'— PLATES. ISOLATED GROUND RECEPTACLES NOTLD ON PIANS SHALL BE ORANGE F, COLOR NTH 90 rnl 1 GROLWW COKN XfOR CONNECTED TO RECEPTACLE AND EOUPME?IT UMN OW, BAR N ELECTRICAL l�itOl1NU OUTLET SHALL I1K1 t>uREt BE USED FOR OUTLETS PAWL I 150 AMP OUARR FLOOD UGIT 2 RE6 C.c E9 E6 E7 0 Flow owls S) All. MOTORS SHALL HAVE OVERLOAD PROTECTION; BISCONWC,T SVITOtS FOR MOTORS SHAM BE --- �' ALL OURIPS MUST BE DUPLEX rSIX.AIED/�SIULAYM fi'OM C>fICIITi 0 NUBWIL T 5242lQ mvw OwUi iIOtSEF'OrER RATED. ' 6) FIJI17<RESCEIII toy FIXTURES INSTALLED INDOORS SHALL HAVE THERMAL PROTECnON NTEORAL NTH ALL WILLIS S+IOU.D BE ON SAME CIRCUIT. of TRUNsron" BALLAST. KEYED NOTES ; y 1 FUTURES INSIAUID OUTDOORS SHALL BE SUITABLE FOR INSTALLATION IN OCT OR DAMP LOCA110N� C BE SI FOR COFF AB COIMR/CJltla! CARIES 10 FTN Orsdo»UEtt S1/Tpl 8 ELICTRICAL PANN:IBOARDS SIAL. BE SUTA&E FOR USE AS SERVICE EQUPIEIHT. O INSTALL � 12 GA `A"ORT WE ON AL1 RECESSED FIUORESCENT Call BE sR>1>slEn OFF AEi01E DROP aY�MG(AM BENDS N I.00NOIIn © fw1 9 CONDUIT PASSING THROUt3H WALLS OF REFRIGOATED ROOMS SHALL BE SEALED N ACCORDANCE WiN 1"T FIXTURES. CASE (1) VIRE AT CACH GORIER, 10 STRUCTURAL IIEITEC. ARTICLE JOD-1. FRAW A-23 DEOIGIIED uv+ PULL elw ilw CAL Fi10Y V2 DROUGH N AND V5 ro V4. ® MIAdEIiC sTAR1MR 10) All CONDUCTORS CRO�lIG MODULE UE SHALL BE DENIi'EU AND I.ABM FOR JOBSITE �NIMECI►(WT W/ SIOL SYSQb CR. (9 PN 0%XCIOR At V2). 0DM�f Ru>t o�xJD BY THE GENERAL CONTRACTOR O RUOFiESCENi FIXTURES VIII DERCr SAWIG BNIASTS AND GAOL W/ �� . Pell RG SdN CLQ fR0" � Tr4RaUO'1 `" � �- � 111101E cEiMc CA M IMAM. witE ENERC,Y SA1r.IG LAMPS, G.E. TAUT MISER OR EQUAL PULL TW RG 59/U CABLES FROM VI ro Vi 11) TESD : PULL BUMP BAR RaBIE FR0M1 VS. TO VS. OR IAAB� '�'R00A TEMPWARY E)ECTRU POIER OF SUITABLE VOLTAGE AND AMPERAGE SHAM 6E APPILD TO U EAT ZNS !HALL NOT BE SNTCIED. 1 (9 PN CONNECTOR AT v2T BII W SERNCE. ALL EQUIPMENT AND FIXTURES SHAL1 BE OPERATED AND NRM PROVEN TO BE lJ wTERcoa+zCTxx+ CABLE wT4 PLUG F'R01[1ED NTH RxRUFtES —' `-- N OICAN Imo, - HAS"MAOa FREE CS.} DE1ECN SWITCHES AND REXPIACLIS SHALL BE TESTED AND PROWN 10 HAVE CORRECT `J DO N01 REIMOVE 9 PN CONNECTORS FROM ENO O' BUMPER CABLE. R, I2, I3, - 3/1' GOIDIIT fdl CARRYING RC CABLES NL7ICATE NO. is p2 coNNDUCuORS CIRCUTRY PER DESIGN PLANS. !"TRY SFWl BE TESTED FOR COIMCT POLARITY AND GRaKW. S N THE TYPE 'A' FTXTURES IN TFL SALES AREA, NRE ALL LAWS CAN K IMUI1 - u ro 12 b p ® MTETIOOII OuIET IOC 9TH THE TOO OU ME LAWS CII ONE SOTCH (OR NK�HT LKNT CRCUT) CAN E STLUBUD OFF ABDYE oROp CETu10 XBSITE NSTAL>_A11ON NOl S : (CENERRAL CONTRACTOR) AND f NSE LAMP IRD ON Alk'1M SUTDL FALL swu RC cdu mom u To 12, n.11ala[9faTNT aNaFlnl 1) GENERAL CONIRACTOR SHALL OBTAIN All REOIMR[D INSTALLA110N POUTS FROM LOCAL AUTHORITIES, � PULL SINGLE IRC CABLE FROM It ro CL AND MAKE ARRANGEMENTS FOR ANY REQUIRED VRCTIONS. 0 FLUOESCENT LAIN' 84USTS AND LUMIIARES WHICH HAW MAXINUM s a�,oR�rxTNR 2) MOA CONTRACTOR SHALL LOCATE AID MAKE ALL ELECTRICAL CWCTIOfS THAT CROSS MIODUI LAW OPERATING CURRENTS CREATER THAN 350 MMiLLAAF RES BUT LESS AND CAN BE USED TO OPWTE FLUORESLal IVES, AND IF APPLICABLE MAKE COT -CTIONS 10 ROOF MOUNTED EQUIPMENT AND FASCIA SIGNS LAW F40THAN 500 1 r 5'F96T12. ExcEP THosE oE4a1ED I�..0 lrNtt+c 3) AFTER PONIER IS INSTALLED 10 BUILDING, GENERAL CONWA AOR SHALL CONNECT BATTERES N EWER- SHALL HAYS BEEN CERTIFIED TO EDIERGY CONSEfi11ADON WIDUTATONS BY ELECTRONIC CASH REGISTER SYSTEM SCHEMATIC GENCY LIGHTING AND EXIT SICK IT'S MANUFACTURER TO CaN>:.t.Y NTH THE UTICENCr STAIDAFOS FOR "RAL CONTRACTOR SHALL RONSH AND INISTALL ALL KWRED SERVICE ENTRANCE SUCH 8 WISTS AND LLl1KWCR NOT TO SCALE a, ,V_ WIIC OPR 4) CMT-, CONDUCTORS, AND "JND r(,, AS REOUIIED 0 LET LOCAL CTAS AND 01000110NST� 2 VP eEASETRP1MooF S) GENERAL CONTRACTOR SHALL FURNISH AND INSTALL DISC(PKCTNf, MEANS FCR All. OUTLK LOTNG 0 FOUR GANG SWITCH (a,D.c,d�. +36• Nm1T AD)W FTI�U ROM AND SIGNS VTHN SIGHT OF SUQI LIGHTING AND SIGN IT CONTROLS, O MARS MODEL 3" AR CURTAIN FURNM BY 8 C Udo INSTALL BY 6) GENERAL CONTRACTOR SHALL INSTALL RIOUWRED SEALS N JOB If W140 uDNDAT" AS REQUIRED BE.0 NTH P115H BUTTON riff NMiCRO SwiCT4 (SIICTOR Sw'CH /55020) S3 3-MY SYTCN BY N.E.C. ARTICLE 514. 66TNM INSIDE IiOOw FRAE. S n AFTER NSTALIX ALL CONDUITS RNRtrUCH FLOOR CHASES N MCC" BADIK GENERAL CONTRAC- O MARS MODEL 36N AR CURTAIN FUITNiM BY B.EC. AND INSTALLED BY T IrFrSNTCII TOR SHALL FILL FLOOR CHASES NTH CONCRETE AND FINISH FLOOR AT CHASE AREAS. B.EC. NTH MANUFACT10 SLIPPM WCMINTCH, INSTALL WSTDC JOOt 8) !HE SERIICE ENTRANCE DIAGRAM SHOWS MMi AMU I REQUIREMENTS AS REQUWRED BY THE 'NATIOiIA, ELEC- HEAD FRAME AT LOCXSET ENO. TRICAL CODE'. 91E FOR %M ENTRANCE CONDUCTORS AND CONDUITS MAY VARY, WENDING ON CECINCAI PAWS LENGTH OF CONDUCTORS GENERAL CONTRACTOP SHALL CALCULATE VOLTAGE DROP AND MAKE AD- -0 IK a�ac JUSTIENI'S AS REQUIRED. GENERAL CONWAR SHALL REFER TO OWNER fURN1SHED SITE SPECIFIC PLANS FOR ALL REOUNRED ON SITE ELECTRICAL FLOOD LIGHT TABLE E-1 -- AWACITY DERATING FACTORS FOR MORE THAN THIRTY CON)l1CFOR5 IN NREWAY. OR SIZE TABLE 310-16 AMPACITY OFRATNG FACTOR MAlOiIIUM LOAD 112 AWG CU 25 AMPS X .50 175 AMPS j 10 AWG CU 35 AMPS X .50 175 AMPS If 8 AK CU 50 AMPS X .50 25 AMPS ELECTraCx ro oIlAIJSr 8-2, 1, 6 A"s I8 6 AWG. CU 65 AMPS X .50 32.5 AMPS METER lk MAN NtEAKER rm ON mw F / 1/Y C. 2/12 10 MY NOTE : CONDUCTORS OTHER THAN SIR O N ABOVE TABLE SHANE NOT BE INSTALLED N MAN BACKBOARD FOR EMERGENCY O 8-13 � O FIXTURE N RESIROO M WIREMIAY UIIfSS DERATING FACTOR OF .50 IS APPLIED TO OBTAIN CORRECT AM+PACITY. OPERATION 32 I 9 SOFTiY 113HYS TO INSTALLED AT FIREF� 2 O 0ei ( JOBSIX BY MADISON. GC. TO W-P. +48' Sl1PPRES90N je / a sat B NSfAII NR IK I I EF'-3 SNI TCH - L RESTROOM A-32,31,36 +40• d - - 7+40• EXIT. A-9.11 W.P. � 1 I I �/ O 011 �,. 13 114 O F/N SWM TCH I 13 3t d ° 32 k - - PANEL '8' FREEZER PANELS - I T 3/4-C Do1N To c+ — - — FREEZER m r PANEL 'A' � I J..91 90X AT FfiEf2ER `� 3/4'G UP TO I SEE gal E-2 FOR m ootioE,m DY ROOF CONTROL 11RIN C 10 20 AMP, 3P,WYUSED 31 I 4 C SEAL ( BE NSTAUED BY EC _ - DISCOINECT SUK H MIN 5 A-14,16,18 OVAL-�T FUSES. I& 481• B 1,3 5 t. 3/1' C. 4 I: CLASS RIC-1 SIRE PER I ` NAME PLATE DATA V +16' I J 3�d 60 AMP-3P FUSED d5- ,r..�,,.•�` _ CONNECT 51TQI WIN DUAL 3 i'C FOR D-r e-20,2224 - ® A ( ELE1tlNT Fasts,U.L CLASS 1 OREGON o "D/ � I I y� I SIZED PER NAMEPLATE DATA 9��-�rOp S � 3c.d 1 116 j 78, ��!► I ® 21 I - o o OREGON SPEC -_ 8-7,9,11 � BUN - _ 1 TRAYS TRAYS BUN BUN (2) MONT UGHT BULBS I I OA 4 TRAYS TRANS 3c.d 4 I - ro 3JSiuc " II7 4 FILE: K: \HN\OR\26E1 o :1 I 1 � <\.A-7Frs- _ `'�� - --- TRAYS TRAYS NEXT ro ELIC PANELS TO TAN Cpl tROI STM rc1N G I -- B-37,39,41 The MADISO N 1 1 „ I � � I I 0 1■p __ 3/12. 3/4'C Symbol , TK• 4.1 +Is aANI of 2100 SOUTH 11th AVENUE � TRAYS �..J s.d •k,d 3t.d I Grl -- �_� q +16' (� O - I I --- T- - -1 ® QTIrlllll y PHOENIX, r1RIZONr. 85007 A-15 I 21 o NCAA F�IECTRICAINCVA IE PER S o n P IRAN 0 4 ° I I O 14 A-2o, 22, 11 42' +1?" TkA.YS II - ] 0 - L _ J EIQIAUSET F� PHONE (602) 252-„083 �n �) 0-Y INTS ----.-----_ ._� -- u � OCTAL MS SLEET tM L— --_J ---D-T NTDh:V COI�UIR 4 KITCHEN � PER DETAIL IIs SHEET r--• U -,� 4 � � -- - - FF-2 � G.fl - LWR h G �LN_ 1� L�1_� un �I� A-19. 21 r _f ___ _ R� `_-- °n I (:76 �' I - I e-3a4o.0 . - HAMBURGERS - A-21.24 31 " ' IO O A 3 n2,3+48' c — 24' ro) aC. +24 E '°�+ _ A FROM 1 I/2' HAIOY 901 �-N 2430 � `J I U (; r— laa 10 O I Fi VER HOOD Er-1 _ 2 I 1 MODULAR �� _3 ---6 X 3�3 - 0 M,�UULAR RE\STAURANT f 16' BELOW D-1 nrDOr IS (�1 1 -- / +16 +16 0,,y 7 J c-J 8-151 19;?I 9 0 5 2 EIHAUST FAN -- - J / �/ B-32,34;36 (2 MODULE DESIGN, W/ 3/4• C!ODUIr ro ABOVE .� G. C1J 26 211 1 19-21 7 G ( I !1 18 ac FOR SONAR - �\ 516 - +160 (°� I`�-11/ QV-) 6 _ -- e- I 1 3l 4'� ELECTRICAL PLANS `� V I as w -_t48 C�+6Q" 15 1 t16• -' PRO1M� I I/2"IIANDY 110a / ECi 16 OI f NR __ S _ CCNFECf J LOCATiON JOE3 N0. 416 �� TO HVAC LMT U71 ROOT S -•le•BELOW at wNDor -n a 19 _-- �------ 1/4 C, 7/14 --_"� 6• r/ 3/4• CONDUIT TO AIM 4 RE'0. p.,IAN 8-13 SF-I 13295 SW PACIFIC HIGHWAY A2—HN -6 n - - 2 aG. FOR sown D SK N F REO'D. 1 D StgN TIGA!�D, OREGON 97223 `�°J `5 SERVING AREA (�6J 4 ro ICE CUBEB _. 11 I/2 2p0 DWG. : E— 1 - - HAND ' - -A- - ' KTE MACHINE - "�� OF SHIN 1 ? A-& ID, 12 +IO' 418' 12 ♦48• +10' I A A A A 5 � E ( OONCEwSER II FRYEII No QvlOw Io \ I - SUPPLY FAN SCALE 1/4" - I'--o' DRAWN 8Y : AN ---- INSTALL POIEIi TIrNR; ( 4 80-4-1 -- 10 I MUA-I - ---- u +40' -__—_/ +74' +70' �— FROM ABW acro - - - OATE: 15 MAY 92 CFIECKED BY: INSTALL POWER TNRNc �.`_'"' OU MTS �_ 12 �—--_— _11 - - --- -..__ RECISIONS _ DW CKD _ DATE FROM ABIOW aG To m"Y OUt[i CA A-21.8 w -- -- --- ----- _—..__-- - --__ __ ---___-'--- ------- ----_�. _-- - - OUTLET N mcm COiDIAT PEDESTAL A-I, 3, �- A-11,10,124ppw ' �� - SW N COINER WAI CADET 1• 6 0 NEON WHY EO \LJ C. � MOUNT OUREr a 0 POWER PLAN �- I/YCV2 CONDUIT PEDESTAL ON� LIGHTING PLAN (2)"T ROOFTOP POWER PLAN SCALE: 1 4 = 1'-�J' — SCALE: 1/4" = 1'-0" _ 1. nqq l+I I='Ear F.F TC 1-1 T GHWAY SCALE: 1�4' - 1'-0' "7 OF 42 IF THIS DOCUMENT IS LESS !' 111 IIi III III III III III III 111 III III III Ili (rT74' ��1 111E111 1111 1111 iII'iiI TUT 111111 III I I III III III III III LII III III IIIIIII ' IiII111 III III III � I . ' III IIIIIIIII LI ' LEGIBLE THAN THIS NOTATION, � I � I I 121 I I 131 � 1 I 151 - I � 6 I I I I 8 9 10 I I 11 1 1Z APRIL 23 1994' '�• IT IS DUE TO THE QUALITY OF - - - - � --�----- 4 No�e O•Axl.--. w.�. 1� THE ORIGINAL DOCUMENT. _ __ L--r- f, i Ei ZT Tt L 8 8� � 9 I fi111 I�Il�lll��lll� JU �lllllllllllllll.11�ll Illi llll l(II Ll III II II IIINII I PANEL 'A' - ;- — - ---_-- - /i�(4) ' ,, ,. ;, ELECTf�ICAL PANEL�OARD SPECIFICATIONS � - I�P��D BY PLIED BY LO(,ATION . ,OILET WAIL BRANCHES : 20/1 OR AS NOTED .� ,' Rw SCREED FTYPE : SQUARE 'D' 9USS04G : 225 AMP K � MLL HOLE TO ANGLE WI1N . _ ROOF' pEC( ,; , KEY DESCRIPTION QTY. SSERVICE : 1'20-,08V/30/60/4W FEED : TOP 11/4SCREWS MAIN : 400AMP AIN LUG ONLY _ MOUNTiN USH _ -- _ G FL A MSQUARED 400 Alf' I B Y. 8.11. " MAN LUGS Elf Y -_SERVICE - -- LOAD_ AWG CKT A B C - — CKT AWG LOAD SERVICE C8 42 Pal, 120-208/,0/6a/4W v/8RANM scar BREAXTRS � ICE CURER 05 1415 111 1 2 111 _1500 UTUTY OUTLET — " _ 1415— 112 3 4 112 7% SOFT DRilc OISPE W 126 - BOX Oa44r2is400 - PK21crA Boz M1w FLYFANS (3 0 1/2 HP) 150 112 5 6 112 1500 _ UTIUTY OUTLET jr X I ANGLE oUUER M}iCS3VF ROOF RECEPINUS so J12 78 112 1500 UTILITY OUTLET "— �. � B SQUARE D - 125 Alp I 8.Y B.M. D-r MKaU BOARD _- Soo-c _112 9 756 SOFT WN DOOM 126 MOUNTING ESCHUTCHEON MM LUGS ONLY D-T fes' BOARD-_ -�~ 500-c 125 QJ 02 11 12 112 2 m BR a F2 SI;REM TO ANGLE 3/4.0 PiPE - 3/4' CONDUIT TO TERMINATE 42 POLE, 120-208/30/60/4W W/6RAN�1 �tcuT 6REA1(ERS _ --- - --- 13 — 20 3 14 112 912 FREEZER MO. W/(4)1/4' SCREWS COUPLING ABOVE CEILING FOR ANTENNA cur Cou+i SYSTEM _ - 1000-c 112 15 1� , 16 112_ 912 1/7 RIGID CONDUIT WOPERATION �EMOR 2L125 - PK23cTA X m1w DERGEIICY OPER:CONTACTORS 400 n2 17 18 112 912 FLATTENED ENDS (3 RE/O'D) -i x 4 x 1 1/2' JB 0 60' A.F.F. 000 OX4429 NTt�toou 19 1000-C 112_ 19 20 112 1500 UTIITY OUTLET POSITION EQUALI" AROUND 3 Ir - K1ri i000=c 112 ?.1 22 112 1000 OUTER PIPE, ATTACH W/ ADJUSTABLE CLAMP. cAst1 REosrE� SMEM 1000-C 112 23 24 112 1500 un1TY ounFt 3/40 CONDUIT TO D 2 EA. 3/4 CONDUIT _ --- 25 -r�- - 26 112 s�o FRYor n6 1 1/4' CHROME ORDER BOARD (SEE R�i REE7�"t 115 200 112 21 �� 28 p2 510 FRY 1- PLATED TUBE 4 x 4 x 1 1/2' JB � 24' A.F.F. I�- -� �-� P I SITE PLAN FOR LOCA f10N) 14A r LAWS (4) p3 1000-C 112- 29 ^� 30 rz 1500 _ unuTY OUTLET ~ 8,_5. _ ,� CEILING — �---3/4' CONDUIT HT �i uilps p3 - 5o0-c 112 3{ - - 32 112 36o-c lrorfr;uR1TY AND 1E1FP11otE ABOVE -T- 9Aa T--- - -- --- 33 _ ^�� 34 F2 11+0 WRIOATOR po --- 35 � 36 /12 1500 UTILITY OUTLET 1 1/4' ESCUTCHEON 1 1/2r DEEP HANDY BbX !HVAC ml -- - - -6720- 14 37 170/3 100 38 N 8623 PAIR B 3/4%P.S.PIPE 0 8' A_F.F. UNDER _ 6720 N 39 _�- 40 13 10935 D-T WINDOW FOR FOOT PEDAL ----- -- -- 6720 �N 4I .- -r1�i_ 1--- 42 N 1 -- COMICTED LOAD N1 _ 25,110 WATTS 25% LARGEST MOTOR = 1,110 WATTS ; 48 = 26,871 WATTS TTS25% CONTN IOUS LOAD - 1.715 WAITS 1)PAllF11BOAAD k BREAKERS BY 8'E.0 TOTAL M. LOAD OC � 82.579 W�1mTs 2) 'c' wo1cA>ES ooNTIl�,ous LOAo. D�—T INTERCOM ROUGH—IN DIAGRAM CALCULATEDLOAD = R2,579 + 1,710 + 1,715 - 86,00 / 208 / 1.73 . 239.1 AMPS 71-d MONITOR N.T.S. PANEL 'B' ASOVE SLAB ASSEMBLY LOCATION : TOILET WALL — BRANCHES : 20/1 OR AS NOTED TYPE : SQUARE 'D' BUSSING . 225 Ai/P VIDEO MONITOR HANGER DETAIL SERVICE : 120-208V/30/60/4W FEED : TOP MAIN : 225AMP MAIN LUG ONLY MOUNTING : FLUSH N.T.S. SERVICE LOAD AWG CKT A B C CKT AWG LOAD SERACE SERVNG, KITOO 86+-C /12 1 — �r' 2 112 360-C EXTERIOR BUlM 10101EN 864-C 112 3 - 4 112 -510-C ExrEw SAIMG_ _ 2 POLE CONTACTOR NICHT UGHTS -__ 300-C n2 5 6_ 112 X200-c SKN - LEFT WE FOR EMERGENCY N.C. RELAY HEAT_TL 113 (+) 1000-C 112 7 — g 112 1200-c SKN - FRONT- OPERATION IN CONTACTOR BUN TOASTER 117 _ law no 9 10 112 1200.-C NEON aA<+o FOR EMERGENCY SHAT-DOWN BUN TOASTER /17 1850 110 11 30 I -1_ 12 112 - 360-C EXTERIOR - BIALDW io1El, oOLER, EXH461 FAN _ 350-C 112 13 �_ 14 112 510-C EVE" - BLNDw NERCHArdDtS1:R /14 1870 110 15 30 --� 16 112 -W-C EXTEWOR - e111 M 1870 110 17 18 #12 1:100-C SIGN - RIGHT SIDE _ FOOD WARMER 122 1650 110 19_ J4 224 112 200 GVOI f 121 1650 110 21 � _ 22 112 48D RETK / SANDW LINT 125 SPAU --- --- 23 L 24 112 11+0 KTMGERAfOR 120 - C.B. C.B. C.S. SPACE --- --- 25 -- 26 --- --- SPACE -- - --- - - - - -- SPACE _ _ --- --- 27 28 --- SPACE SPACE 29--- -- 29 30 --- --- SPACE SPACE -- _-- 31 20/3 32 112_- 630 SUPPLY FAN SF-I SWI'CH r b T ) r T T 34 11 0 2 630 FOR FAN l �� -�- - SPACE --- --- 35 �p� 36 112 w E*wjsT FAN EF-2 615 112 31 20 3 15 3 38 112 360 EXHAUST FAN EF-1 W, ERATIQN W/ PILOT LIGHT ®o MAGNETIC `- MAGNETiC 615 - X12 39 40 112 360 STARTER STARTER 42 112 360 W/AUX. W/AUX. MAGNETIC CONNECTED LOAD M = 7,739 WATTS 25% LAIrGESr MOTOR = 1,110 WATTS ((�� — — CONTACT CONTACT STARTER �i fe = 10,389 WATTS 25% CONTMIOUS, LOAD = 2,570 WAITS 1) PAlFILbOARO k BREAKERS BY B.E.C. OC - 9,525 WATTS 2) 'C' NDICATES CON11M101IS I.M. , TOTAL CONN. LOAD - 27,653 WATTS — D.S. D.S D.S. CALCULATED LOAD - 27,653 + 1,710 + 2,570 = 31,933 / 208 / 1.73 = 88.8 AMPS _ I EF ) EF ' �►i GINff'p �o 10,614 y� EXHAUST SUPPLY FAN CONTROL DIAGRAMD c SPLCS 18 IL (2 SETS) 4 X3/0 CU THWN N.T.S. OREG_' 0N IN 2 1/ 2.0 C014DUIT FILE: K: HN OR ?.6E2 EXTERIOR METER SOCKET AND GAS SHUT-OFF VALVE The 400 AM MAIN X 711A a � mbol MADISON RATED AT 42,000 RMS T-- 4 13 CU THWN IN SYSTEM SHALL OPERATE AS FOLLOWS: y SYMMETRICAL AMPERES PANEL 1 1/2'0 CONDUIT a w -- Of 2100 SOUTH 11th AVENUE SHORT CiRCUIT CURRENT _ A l �1 1 a I a J =1 DURING NORMAL OPERATION HVAC UNIT ® Quality a l 1 ty O PHOENIX, ARIZONA 85007 20 AMP, 2 TOLE, 1� �1 la a- FAN MOTOR SHALL. BE ABLE TO OPERATE PHONE (602) 252-3083 PANEL I N.O., 1 N.C. MECH. W W o g U j WHETHER EXHAUST HOODS ARE OPERATING MCB B CONTRACTOR FOR _ 'ANSUC SYSTEM _ EMERGENCY FAN OPERATION CONTROL BOX I -� I - — - OR NOT. M ~ i a / f�Y' `mAs FURNISHED BY FIRE IN THE EVENT THAT THE ANNUL SYSTEM I f L f _ J l__l �!_ul• L f�1` _ �1�J SUPPRESSION CONTRACTOR. 6 POLE 20 AMP IS ACTIVATED, THE MAKE-UP AIR UNiT, SUPPLEMENTAL GROUNDING CONDUCTOR N.C. MECH. CONTRACTOR GRIDDLE, FRYER AND 11VAC ONfT MOTOR HAMBURGERS SUSPENDED ACOUSTIC I FOR EMERGENCY SHUT DOWN. SHALL SHUT DOWN. 20' OF J3/0 CU, CONNECT TO DRKN GRID CEILING THE TWO HOOD EXHAUST FANS SHALL )3'-6 x 38'-0 MODULAR R E S T AU R A N T ROD, INSTALL IN EARTH ADJACENT TO CONTINUE TO OPERATE OR SHALL IMMED- (2 MODULE DESIGN) FOOTING. _ �---- IATELY COMMENCE OPERATION TO CREATE ELECTRICAL SCHEDULES & DETAILS _ A NEGATIVE PRESSURE IN THE BUILDING. UNDERGROUND ELECTRICALLOCATION Joe No. SERVICE PER LOCAL GROUNDING ELECTRODE CONDUCTOR EIECTRICAI CONiRACTQR SHAI.I FURNISH 13295 SW PACIFIC HiGHWAY A2-HN -6 UTILITY COMPANY REQUIREMENTS 1 AND INSTALL EMERGENCY ELECTRICAL TIGARD, OREGON 97223 X3/0 CU, CONNECT 10 METAL FRAME OF ELECTRIC SHUT OFF 'SHUNi' INTERLOCK SYSTEM. OF BUILDING, UNDERGROUND METAL WATER PIPE SWITCH LOCATED BY REAR DOOR DWG. : E - 2 "A"D T AND DRIVEN ROD, PER/ N.E.C. ARTICLE 250. BY EXTINGUISHER PIu1L SWITCH NOTE: SHN —� F�iCTRIC SCALE: 1/4 = 1'-0* DRAWN BY : AN POWER ELECTRICAL CONTRACTOR SHALL INSTALL RMAL DATE: 15 MAY 92 CHECKED BYE - SINGLE LINE DIAGRAM SUPPLY -- NORMAL RELAY NFAN OPERATION WHEN WAC UNIT To ALLOW OR REVISIONS DATE-- OWN CKD N.T.S. NOT IN USE. — EMERGENCY ELECTRICAL INTERLOCK SCHEMATIC w — '13299 511 F'()C I F I C 1'1 I GH14v ti' N.T.S. - ;i ,r.z IF THIS DOCUMENT IS LESS ' 1lf II1 �111 IIi III III IIII I III III III III 11T Ti1IITITII'lI IiI I ' 1111111 1111III II I I ITTT�] i I I I �' to I 1 11APRIL 2 3 1994 LEGIBLE `THAN THIS NOTATION, 1 �, 3 � _ �jl 71 8 y _ _ .�-_--_--� IT IS DUE TO THE QUALITY OF No 78 THE ORIGINAL, DOCUMENT. 11111111111 1ll1111�118-1 Lti rZil ��l)1))I-1��111I 1II-Ill��lIl-11111-1-IlfZ Zu11ZZ Eti {1111111 11III11I1iT lll►I9t3ZLZII IiIIIIIIIIl1111II11IIii11ILII{I11111T111111111IL IEIIIIIIZIIIIIIIIII [ I ►III IIII7Iitl^i1Ir3NII'I� i I il III / y114 ` .— 9'4' S - SUPPLIED BY t H. V. A. C. EQUIPMENT SCHEDULE I = INSTALLED BY .. •. .c MWACPJRNG PLANI INSTALLATION NOTES (B.MIC.) `�• l'�; 'S i M :�' y ,*' f. 1) &M-C. SHAH R ISH PJ0 NSTALI DUCTS, Dlf>rUSFRS, EOU6'IENr, KEY DESCkII'110N QTY. S I AND CONTROLS FOR RE COMPLETE HNAC ANI) REFTt1Gf RA TION SYS- — NS()tN B C. -Y TEM AS SHOW (1R NOTED J!! PUIFIS A TRAE ROOF MOUNTED HVAC UNIT, GAS/ELECTRIC 1 MA ' Al Dl1C1TI0W( SHAI.L BE CONSTRUCTED OF' CALVAMIED SHEET STEEL ► �.: F, "•. 1• ► INOFIZONTAL RM MOM J Y�12o H, 0 raNs T) ME a• NTH A MNIMUI THIMSS AS SPECIFIED IN TABLE M-I. THE DUCT COOIJ C / 170,000 etuh HEATING, MYTH ECONOIIS(R r•... t i ; . W. C(NNS1Til1CTHUl SHAM. CONFORM TO Of REOUREIENIS OF THE WACNA HOOD, THERMOSTAT AND `SASE. - - �7AZ� LOW PRESSE DUCT CONSTRUCTION STANDARD, LATEST EDITION!. B AR11II ES 630 (400 LBS.) I MADISON 8MC. • _ r.' • Sn'• .t ,j ,f� fir.+ 3) WX METAL MIS PASS MONO MY FIRE RATED AWM%Y, Ul. 2800 0311 0 .2' - I/2 hp,,120V_ _ -- LISTED FIRE DAMPERS SHALL BE PROPERLY INSTALLED. _ - — 4) ALL DUCrMloRK JOINTS AND SEAMS SHALL BE SECURELY FASTDED AND C U P. (RMI CWASE HU EXHAU,T FAN 1 NU 8 Y.C. I _- -- — �-- — r.�.. MADE SUBSTANTIALLY AIRIIGHT. Off TAPE IS USED FOR SEAM COOK MOOR J WR-15" r/ Cxk% TROUGH I— — •w M H JOINTS, IT SHWL N01 lE WORE 0115TtEf THIW Fll11EPIt00F FABRIC 2200 CN a .IS' SP-1435 �iPY - 1 f4 hp. l20V. 5) ALL DUCTMpR!( SFW.L ITE NSLUITED NIR A M INTI" OF 2" MCy(, 3/4 D EF 12, FRYER OUSE HI000 EDa+lalsr FAN I OMIER Bit C, POUND DENSITY FOIL FACED FIBERGLASS U91AIM OR V Tlig(, 1 1/2 _ >Nr}ter I INK atm opa U I POUIO DENSITY Ll HAMA FIJIIESPRf/W RACING Of NOT t11�fR ?S, COOK MODEL J VCR-11SV3B r/ GREASE m"1200 CFM • .15" SP-1435 RPM -- 1/4 hp. 12(1V. -- a I I >nura a -atn onI THAN A SPOKE DEWELOPED RATNG NOT OVER 50, AND AN R VALUE OF NOT LESS 5 . E BROAN EXHAUST UK XHAUST FAN 1676 NIh 4.0 DUCT &ROOF CAP. 1 B C BFC. 6) PETAL. DIICTMOW( SFl41 8E SECURQY $l1PPORTED, HUNf,, OR Su;KNDfD90 CFM © I BY METAL STRAPS AND HACKERS I I I I 7) ALL DUCTS INSTALLED OUTSIDE OF BU1IDI4GS SHALL. HAVE: INTERNAL IN F FRIM CONDENSING CMT, ROOF MOUNTED. 1 e BMC. r I I I L _ - — � I S11U1110N AND SHAH. HAW ALL JOINTS ANO SEAMS SOI.DfRfU OR O1HER- _ I I O I I I 9% STALED 50 AS TO BE ff1rIG AT ER11CHT. G ICE MAKER CONDO UNIT, ROOF MOUNTED. I OMER B.Y.0 J B) FIE l�E DUCIS AMD CWCTORS SRALL COWORM TO THE REOUIREMENTS \ •� I r — — — ( Ul ID BE 181 AIAAS CLASS U OR CUSS I flE1011lf Aft DUCT. ~ _ L i — — I 9) FOIBLE OMTS SHMI BE LIMITED TO 14 FEET N Lf-NGTH. H 12s' FitE STAY, INSTALL N RETURN AR ouci. 1 RIM B-YG I I I 10) FTE w DUCTS AND CONNECTORS SHALL NOT PASS MOO ANY rut, I (� DMBL �IS OR Al r `[C R"'� ASSY AIR BALLANCE SCHEDULE I n) FtEDtlUf DUCTS A10 Ct>IN�craRs 5HAL1 NOT BE INSTALLED MTIiN 6 FTE r N >< OF A HEATING EIEiIEINr. no � o0o ar rw � �r I ��Moo1 i 12) HVAC. rHNER1105TAT SHALL BE CAPABLE OF "C %I HR011 5s' F TO aw dy I - rr'�� I COOING N ffOl1E1� N��r/. �ABLL OF OPERATING THE SYS," WAW,ING AID 85' F AND SHALL. ITER MALE LIP AIRNf1UfbN AR SUPPLY AR EXHAUST AR PRESsitE �.00r I I I ( 13) GREASE H(M SHALL BE UL LISTED AND LABET-ED, MANUFACTURED AND EF I 1 - 2111 - 2111 I - I amu■Ata 1, N iR r it I � NSTAL.LFD N ACCORDANCE NTH FPA Na 96'. — — Ub I I 14) CREASE HOOD AND DUCT SYSTEM SHALL BE EUIM NTH AN AUTOMATICEF 12 - 1055 - 1055 FIRE EX TINGIASF" SYSIN AND A PORTABLE FRE EX INCU190. THE OPERATION OF THE FRE. EXTINGl11SHING SYSTEM SHAW- ALrTOMATICALLY -- / p A a I,•„m,A ( ' EF 13 90 90 SHUT OFF ALL MAKES OF FUEL AND HEAT - - 90 1111 ON I TO MANNY PROTECTED 8Y EXTiNG11ISRN0 SYSTEM. r M001 I 0 I-C a 15) GREASE HOOD DUCT SYSTEMS SHALL BE CONSTRUCTED OF AO SC1PPt)ETTED MUA FAN + 2850 + 2850 + 2850 a t-r A�o 11-11�r ,� crr,m I — I nor Mn sm a M Ewa, I I h BY MINIMUM 16GA STEEL ALL JOINTS AND SEARS 9*1 BE WADE U0110- W•rr u } tQ T W TH A CON TNUOUS D(TERNAL 1IQD. r 1001 I iii Im - - t r•� J c I 16) SLFF�.Y AIR FARS N HVAC UNITS AND WAKE lP Aft FAN SHALL BE INTER- HYAC UNIT + 800 - 3200 + 800 + 800 I ra I — FACED WIN GREASE HOOD EXHWIST FANS TO AUTOMATICALLY TURN ON SUPPLY TOTAL + 3650 - 3200 ♦ 6850 + 194 •r ( —I AR FANS MIH GREASE H0� EXHAUST FIWS. 1 w[r r I I I I I� jum : REFRIGERATION PIIPW SHAM TESTED UNIER PRESxRE A10 PROVEN TO TABLE N-- >r•�rrr I BE LEAK FREE. H-v.AC. SYSTEM SHAH BE STARTED UP, BALANCED To DUCT' CONSTRUCTION MINIMUM SHEET METAL CAGES I WNW r-o§X_�__l a d r'-a a t ►r s' �r OESICN SPECf1CATI0N5, NO OPERATED N BON HEATUJG AND COOING I r I WIM REFRIGERATION SYSTEM SHALL BE STARTED UP AND BROUGHT RECTAKULAR DUCTS s _ CM TO DESIGN TEMPERATURE. MAXIMUM SIO( STEEL ALU IM rW NW I IS ON ONI IIDr„w - JOMIE NSIALt A.TIUI NOTA : (YAM ERECTOR) (wits) (1WMU1 GALVANIZED SHUT CAGE) (Mt1iMUM BAS CAGE) L a r-r�4 W-0 air T 1}Ra1GH 12 26 (0.021 �) 24 (0.020 n) mot Mon —1 ,� I nm 11«11 saarx or I I 1) Af TER SE ITW,OUft0T, MME � IMI IUD SEM TO ROOF AND/ EOURENTON FOUNDATION, RCTOR SHALL Sf I ALL ROOF � 13 31 T ROUGH 30 S4 24 (0.028 n.) 22 (0.025 ie.) alRefs. PT�t TO NSrALLATI()1N a CREASE HNOOG EXRAI�ST FANS. ERECTOR ?? ( ) 20 0.032 n.) awe r r I seen I i I SHALL YAI0. FEND JOINTS N EXHAl15r DUCTS UQUq-IKfii MTH A 55 THROUGH 84 20 (0.040 in.) 18 0.040 it) r.r u - - I - — 00 84 18 (0-052 a) 16 (0.051 e.) Mari roar _— _ I `� I ( CCIN1IM10US EXTERNAL CD I ra~ii I A41E NSTALIAr101 NOTES : (GENF3tA1 CONTRACTOR) — N.K.-ter N.Z<har !r a-mr I ( ROM DUCTS w 1) SAL CONTRACTOR SHALL INSTALL REFRICERATION MES FROM REMOTE ROOFwe STEEL ra�r — Ir�r I a I I I YOINN(ED FREEZER• C00If R AID ICE MA0.R C OIDENSING IN I TS TO EVAPORA Tqt pA�� (N1�UM GALVANIZED SLEET DACE) iI WNW�r3r of CMTS _ I 1 ( I - 2) CEIERAC RAL CONTTOR SHALL MAKE ALL FINAL ON 9TE MotcTIONS OF ROOF (N�IES) SIVA SEAM DUCT LONIGIM LAI %AM DUCT FlTTNGS TOP [DAri TNT, HULK ELECTRICk GAS PIPING, A10 CONIMTE DRAINS Ia © I FROM HVAC UMTS. (0-019 � (0.022 it) 26 (0.021 n.) 3) GENERAL CONTRACTOR SHALL OBTAIN ALL REOURED NSTA"110N PERMITS I THROUGH 18 16 022 19 THROUGH 28 24 (0 028 R) 22 (0.028 n.0.034 a.) 22 ((TWO irL — — I— — — — — — — — — (OLON it IN'SPEC110NS FROM LOCAL AUTHORITIES AND YALE ARRANGEMENTS FOR ANY RfOURfD 29 THROUGH 36 22 (0.034k) 20 50.040 il) 20 (0.040 ii 37 THROUGH 52 1 20 (0.040 n.) 18 (0.052 it) 18 (0.052 R) r-M s t•a r r�n/M� n'-� yrr LEGEND DUCT SCALE- FREsrAr N ITEnRN Aft HVAC CEILING PLAN HVAC ROOF PLAN -� HV. & AC. THERMOSTAT�.J SCALE: 1/4' — 1'-0" SCALE. 1/4" — 1'-0"• SLPPIY AIR 001W RETURN AR PRpF f ® DWI FAN 61NNrE,� o� � 10, B.Y.C. BALDING IEC3UNICAL CONTRACTOR . FUIRMISHED BY YIDISON NOUSTRES q Q ELPC. R 90B N�IWS OREGON SPE (-". S °1EGON. B.E.C. BUILDING ELfCYW-4 CONTRACTOR FU RKSHED BY MAOISOM NIMIRES &G GENERAL CONTRACTOR AT BUILDING INSTALLATION FILE. K: \HN\OR\26MI JOBSITE - FIIRMSHED BY ONNE.R The M A V I S 0 N ,Symbol of 2100 SOUTH 11th AVENUE ® Qljality PHOENIX, ARIZONA 85007 PHONE : (602) 252-3083 r11—V '—`Ji V �1I� A' �� I ° 1' �� n r � � L_1L1 _ . U I�n_r LJ'�n �L HAMIDUR,�ERS 23'-6 x M-0 MODULAR RESTAURANT (2 MODULE DESIGN) I-I.V.A.C. PLAN k SCHEDULES LOCATION JOB NO. T GARO OREGION Pfc97I223WAY A2-HN-6 DWG. : M - 1 HAND • _ SHIN SCALE: 1/40 = 1'-0' DRAWN BY : AN DATE: 15 MAY 92 CHECKED BY: REVISIONS DATE DYIM CKD ;r 1 ''i'q9 Sod PAC T F I C H I GHNo r 1 Of A" g IF THIS DOCUMENT IS LESS '' rrl I I I fl I I I I I I III III III AI I II 17. � I - 5 IIl�l Il(f►f 11> lI lI iI i_I-lI�l I I I-II II II� I II-II I I I— II I�I Ii� l Il I-l�! I II ►-!-I-I '�-I rI �I i I I-i I I i I II i i � l i I l i l l I l i Il i l l I APRIL 20LET1 I 111 IS DUE TO THE QUALITY O 6 l 9�4� � ---- THE ORIGINAL DOCUMENT'. ti-I - LZ 1-1MThiII IIIIIII►I �II� IIII�III�II�III�III�II�IIII ILII�1iIIII�I��IIIIII ILII IIII�II�I��III ILII I �I I I� III►,IIIIIIIII�I ILII :II�ITI��IIII{I►il�llll 1 II I1111ifllll�ll lilhll1111l1111►11111111111.1IllW.1111111U �111.1�I1 II II��II III Ll� Lill � J I t i I EF y2 i SUPPLY DUCT FRYER HOOD EXHAUST F_ ____ V � FAN WITH 24• ABOVE ROOF FHIGH VENTED CURB do I EF /1 24' x 24' ROOF OPENING GRIDDLE HOOD EXAUST FAN A I H — 1 I W/ 24' HIGH VENTED CURB M-2 I � ' Y Y_z �� AND 24' x 24' ROOF OPENING SUPPLY DUCT_ ABOVE ROOF EF-2 I I I I 1 1-HOUR DUCT ENCLOSURE H — Z 1 l I AROUND EXHAUST DUCT 1 1, SEE DET. ON ARCH. PLANS 1—DOUR DUCT ENCLOSURE �' V; AROUND EXHAUST DUCT — EF-I _ SEE DET. ON ARCH. PLANS \ L_ J _ _ _ _ ao ' I I TRANSITION BTM. OF 4 x 8 TO 18 x 10 _ _ _ /-----ACCO(JSPCAL CEILING - / SUPPLY FAN TRUSSES C4 I I ( I I TRANSITION B 6 x26 TO 12 14 v—z I I I I 8'-5TRANSITION_// ' A.F.F. 8 x 24 TO 14 x 18 c H - 2 H - 1 N-2 C M-x NOTE: - - ---- - - - - --- - - - - - — SUPPLY AND EXHAUST ARE TYPICAL VENTILATION EQUIPMENT - PLAN VIEW SCALE: 1/211=1'-0" VENTILATION EQUIPMENT - ELEVATION C I I 1 12• MAX. I PR f GIN fE��Jio '— o. 9 T-T—� —TT -- -- 8 x 24` x 18 GA. ��•,,r_��_ 8` x 24" x IS GA Q -_— SUPPLY DUCT SUPPLY DUCTREMOVABLEx 26" x 16GA FULLY GENERAL NOTES :6" x 16" x Ih GA FULLY PERFORATED WELDED EXHAUST DUCT WE-DED EXHAUST DUCT AIR DIFFUSER OREGON S S� STAINLESS STEEL (NO" .104-3 FINISH) )TAINIf tis STEEL (N0. 304 } FINISH) • DUCT ENCLOSURE TO ABOVE CEILING 1. VENnL^TOR CONSTRUCTION- EXTERIOR-18 GA. STAINLESS STEEL; INTERIOR-18 GA. I �' i If 3II� Q (4 SIDED) ALUMINIZED STEEL, FILE' K: HN OR 2�IvI2 DUCT CIICLO�UkE 10 A6UVF CEILING I _ r1l I I t' 1 (4 SIDFO) -1-- - - FIRE DAMPER 2. ALL EXTERNAL WELDING REQUIRED BY LOCAL INSPECTORS TO BE PROM Y - I --- -"------- FIRE DAMP[ Il DED B _ .n - CONTRACTOR. La The 1 _r -I� �- CHAMBER 3. CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE FABRICATION " INSULATED IRf.SH AIR -INSULATED FRESH AIR CHAMBER MADISON kEMOVABLE PERFORATED AIR DIFFUSER Symbol 10" DIFFSER 4. 6 LBS. HIGH DENSITY INSULATION ON INNER SURFACE OF CANOPIES OUTER SHELL, // --" - ------ I \�_� S/S GREASE FILTERS 5. ALL HORIZONTAL DUCT RUNS ARE TO HAVE MIN, 1/4-/FT. PITCH of 2100 SOUTH 11th AVENUE ' 10" DIFFSER 6. UNLESS OTHERWISE NOTED EQUIPMENT IS TO BE FURNISHED ®� (�ll�llf,y PHOENIX, AR17.0NA 85007 INSTALLED BY HVAC CONTRACTOR PHONE : (602) 252--3083 / \ 7 HOr)D FIRE PROTECTION TO BE PROVIDED BY GENERAL CONTRACTOR. 3" DIFFUSER \ 3" DIFFUSER ��-Tr� p 1" ^vY� S/S GRE ASF. FILTFkS 4+ IfL TLr7 'k, HAMBURGERS 30' 0 0 o V= m = ?3' _h x 38'-0 MODULARf� TAUNANT ES z Z (2 MODULE DESIGN) NOTE: HN.A.C. DETAII-S ---- — --- LOCATION J08 N0. _ REMOVABLE GREASE CONTAINER _ A2--HN-6 MOUNTED ON LEFT END WAY A T GARD OREGON 971223 2 -H N- HOOD DIMENSIONS IN THESEDWG. - - - — or N OT E: SECTIONS ARE TYPICAL OF EACH DWG. : M - 2 HAND T -- -- -- SHN .�.� REMOVABLE GREASE CONTAINER VEMSIONS 12' - 1'--0" — DRAWN BY : AN MOUN TT O ON LF F T END 15 MAY 92 CHECKED BY: DATE DW CKD VISED HOOD SECTIONS PLAN _ 290CT92 AN ECK SCALE: 1/2'af-O" SCALE: 1/2'-1'-06 FRYER - HOOD SECTION " 13 -- 13 " GRIDDLE HO - - OD SECTION A A ; IF '1711-1I4 DOCUMENT IS LESS TI.11111'�: i • 1111 i1iI111 1111'111 i � ili � i 11111 11fT7T 1?Tf1�1 r11`l�( (Jill�rn 111TH .11111 III III Ili iii 111 Ili il � � � i IIII � II I � I � I � I ' I �IIIII III III IIIIIII � � � IIII LEGIBLE THAN THIS NOTATION, I 1�- I 2� I� � � I �I_� -II- I Il 6 ! •T 1 � _--^- 19 I I 1� l 11 1 1� AI RIL 28 19 *� IT IS DUE `1'O THE QUALI'T'Y OF — — ---- _--� � ,7 `t THE ORIGINAL DOCUMENT. 36 , Fil, E �Zf , 98I 8T LT 8T 4T tai ST ZI Tt 18 I jL ' 8 4 1' £ �41111T,11111iilll III ��III�� i �I�IIIIIII�IIIIII IIIIII�i1�111111111�1i11�iII��111i ��II II�IIII��11 � 1111 I 1 �; T IIIIIIIIIIIIII lll11111 (1(Illll I lli ll11111I�IlI� IT�� 111111W111 ,l>.1��.�iluil�llIN1i -- _-'^ .,,•. DRY CHEMICAL PIPING LIMITATIONS T , PIPE LENGTH (FT.) PIPE SIZE N0, OF ELBOWS NO. & SIZE OF TEES 'K �' '• ` ,+GG . , , —_ MAX. MIN. (INCH) MAX. - WIN. (INCH) ,. ' r t�" ► r. SUPPLY LINE 63 _ 12 3/4 11 2 1 — 3/4 .� i 6'-0• . 4" A. g r00 y y J A SUPPLY LINE - 12 -A 2 • 11 `2 1 -- 3/4 F Al SUPPLY BRANCH LINE 3/4 i+ t i 1 - 1/2' X 1/2" X 3/4- I �- A2 SUPPLY BRANCH LINE t t t t 3/4 t t _r t t 1 - 1/2' X 1/2- X 3/4" A BRANCH UNE - I �. I I I I4 B FIRST BRANCH UNE 18 t t 1/2 7 I - r C SECOND BRANCH LINE I — _ t t 112 7 1 1 — 1/2 I I — -� —_ ^ D THIRD BRANCH UNE 18 + t+ 1/2 7 1 1 - 1/2 -WAS- . .T-- FOURTH BRANCH LINE 18 a y + i i 1/2 7 - __ 1 1 - 112 - r r — , I r , r— I I r ---- _ 1j rl LTf— M Fj LT1 _I I I .. _ I b -4 • WHEN THE TOTAL LENGTH OF SUPPLY LINE + t TOTAL OF EACH SUPPLY BRANCH LINE IS INCLUDED 15 LE-SS THAN 12 FEET, IT IS NECESSARY IN THE MAXIMUM (63 ) AND MINIMUM (12 ) PIPE TO PROVIDE A SECTION OF 1/Y PIPE, 24" LENGTH FOR THE TOTAL SUPPLY LINE. L , LONG AND T1M0 1/2' TG 3/4' REDUCING COUPLINGS JUST PAST THE TANK OUTLET + + + THE LONGEST BRANCH LINE MUST BE NO LONGERfAA 1 I AS PART OF THE SUPPLY LINE. THE REST OF IN LENGTH THAN 3 TIMES THAT OF THE SHORTEST I o THE SUPPLY UNE REMAINS AS 3/4" PIPE, BRANCH UNE. L , L , I / ANSUL R - 101 - 30 EQUIPMENT - � _ -- 16" _ - J DET. PART NO. DESCRIPTION OTY. -� 6'_p" ` - -' -- 34' 1. 15580 _ _ANSUL AUTOMAN REL.FASE VATH DRY CHEM, 1 2.-6" FRYER FRYER ! 2, ' DRY CHEMICAL CONTAINER , - -- - °' FRYER I-OCATION OF TANKS AND CONTROLS ON 3. 4835 REMOTE PULL STATION 1 I _ _ _ '� MF77ANINE 4. 15373 SERIES DETECTOR _ 1 — RESTROOM S. 15375 TERMINAL DETECTOR 1 6• FUSIBLE LINK I FREEZER 7. 3/4' CHECK VALVE 8. 164_26 PULLEY ELBOW i _~ AS REO, ( 9,_ 15821 - MARE_ROPE (50 FEET) AS REO. 10 MICRO SWITCH 11. NOZZLE _- 12. 25032 PLENUM NOZZLE 2 II 13. 14815 _ DUCT NOZZLE _ 2 14. 17541 CYCLONE APPLIANCE NOZZLE 4 I 15. 17543 CYCLONE NOZZLE BLOW OFF CAP 4 16. _4655 REDUCING-T 1/2' X 1/2' X 3/4" 2 _ SCALE: 1/2"=1' SCALE: 1/2"=1 I� TO HOOD SECTION A - A LEFT END VIEW SECTION B - B LEFT END VIEW I NOZZLE LIMITS AIMING POINT AIMING POINT �'-0' _, — NOZZLE LIMITS (— 1 F A IF - - - - — - - -y I I 1 I 1 I� (— x � J i GRIDDLE SURFACE T� SEW COCKED FIRED I POSITION POSITION TOP VIEW ' _,K_ I L'_`A J Rr I SELF-CLOSING • TO HOOD I _ i CAP SPRING r l 1 I 1 KITCHEN r I 1 UOUID e e ail L 1 I i LE%EL I ° FRONT VIEW — MULTIPLE FRYERS _ 3" TO 6" FRONT VIEW -I- - I OPEN CLOSED j I I UOUID - -� LEVEL SERVING AREA I I — I , I I � I I L , L , I_ — __ — _ "CYCLONE" APPLIANCE NOZZLE 61Mf Ffdfi SIDE VIEW PART NO, 17541n. 1. - - •- - - - "CYCLONE" APPLIANCE NOZZLE SIDE VIEW PART NO 17541 '! SCALE: NONE SCALE: NONE SCALE: NONE SCALE: NONE D lA N � I - PLAf�I SPEc11_,'\ S � * ,GRILL NOZZLE MOUNTING DET, L FRYER NOZZLE MOUNTING DETAIL PLENUM NOZZLE GAS VALVE. OREGON SCALE: 1/4w = 1'-0" ME: K:\HN\OR\261 3 NOTE: NOTE: The MADISON ALL EXPOSED PIPING IN KITCHEN ALL EXPOSED PIPING IN KITCHEN Symbol TO R-101-30 SYSTEM SHALL BE CHROME SLEEVED. SHALL BE CHROME SLEEVED. of 2100 SOUTH 11th AVENUE I ® pllality PHOENIX, ARIZONA 8500.1 1/2" 1 1/2" TO R-101-30 SYSTEM PHONE (602) 252-3083 1/2" - - { 0'—9" 0'-3" ' ° —6" I I -�1 1/2' \� I 1/2" I 1/2" I 1�2 i I 1'-0" !1� / ' (� nt � ^ �y�'-0` p 1 2' — ' ,1 / 2 —5 �L s L1 _� l_1 ��` ��/�/ 112' I 1 / � \ 1/2" 0'-3" I I -J HAMBUF:GERS _1 2 1/2" G ; 12 --0/6. 23'-6 X 38'-0 MODULAR RESTAURANT J 0'-6" I 0.-6. �� 1 0/3` I " �/?• (1_ MODULE DESIGN) I' 1/2 r 0'-10" 112" 1 O'-3' I 1/2w I / I LOCATION JOS NO. 13295 SW PACIFIC HIGHWAY 112- 0,-8- /2 / { / TIGARD, OREGON 17223 A2-HN-6 Or—ow \\\ / " I / DWG. : M '..r • SHN SCALE: 1/4' - 1'-04 DRAWN BY ANeol I ` �, DATE: 15 MAY 92 _ CHECKED 9Y: { ' - NOTE: J. ,� ., - NOTE: REVISIONS DATE DW 'qKD SPLIT MUST 8E �':. I �,, , SPLIT MUST BE MADE ABOVE HOOD MADE ABOVE H000 _ SCALE: NONE SCALE NONE I, iFTF42 IiIC:iIIUII FRYER PIPING ISOMETRIC GRILL PIPINGISOMETRIC ., Ir is .:.::.r. :.--. .. —„z�xrr•�., - a�!e��:xxtmxn,r--.'_n ......r._..:;.rra•sr,-.,.=_..:........: .. .... _ .-.. ..,—..:x��..•.wr,yv 8... ....•,ares :, .. .. IF TIIIS DOCUMENT IS LESS 'i�flllfillllllf IIIIIII IIIhIII I � IIIIIIIIIIIII 1IT�r1r�lTrlrjr 1IIfflfrl�ill�I�IIIIIIIII�frTJ �fIIIIIIIIII�IIiIIIIIIIIIIIIhI � IIIIIII I � I IIIIIII � I � III�IIIII IIIIIIIIIIIIIII III IIIIIIIII�I ' APRIL 23 J—�� * LEGIBLE THAN 'PHIS 1JOTATION, �_ 1L— I `1 3 _. I I 14�_I I `"1____W_I 16 __--!L __--__�L— —91�_—_ 10 �.1�—,— 1 Lr� lei x I IT IS DUE TO THE rva.3e �...'=•.�... QUALITY OF' 1 THE ORIGINAL DOCUMENT, — -- — — _--. -.---_ __ -- —_-- --, E Z t.l LZ 8Z bT EZ I Z iZ O��Z 6i BI LT 9i yi 6I Ei Zi ii i �6 �8 �9di L�f III IIII�IIII IIIIIIIII Illi�llll IIIIIIIIIIIIIIIIII (IIIIIII IIII�IIII IIII�IIII IIli�ll�llli�►III ►I !III(II ►IIIIIII lI(llllltllo 1llUlilllILL, 111► IuW11ll{I►I1111 ►I►I�III� ►�I��Id�� ILII II II I IIIII! IIILII I� I� llilllllllillll t 1 IN1T_Rt1 UQmL_IQ__aluuL _S G Employers' Liability It+.,urance in an amour,) not legis Ih3n $100 000 F Any controversy or claim arising due to a labor conflict caused by the wording or assignment of H Comprehensive Automobile I lability including owned, non owned and hire c';verarli, if, ,Ili IfTic,(,nt DIVISION 2 SITE WORK these specifications shall be settled in accordance with local governing labor practice rat less than $500.000 CSL IConhbined Single Limit) A the project is to be bid by the Contractor(s) exactly as drawn and specdled, and all proposals shall F Alternates, whether specified by the Owner or suggested by the Contractor, shall be listed I Contractor shall also satisfy any insurance requirements necessitated b/ any perlirent be complete and inclusive of all work as shown and,or specified and as required tie all apps►:able separately on the proposal the Conlraclor shall u►dfcale the cost of materials and labor required to yernmental aultiorrt ` � r rJ 2! 10 I tmilduhg codes All Conti aclor% and Sub Contractors are held to have fust examined all drawings y'' y 1� ,TIQ Q j�CLL9�j_I .� Y ng- complete the alternate and the credit due the Owner for any materials and/or labor not required dirt, J At Owno.'s election. Contractor shall maintain Builder's Risk insurance covering the premises and specirl"lions not only of Irherr panicuLlf concern but of Allied trades as well, and to Or lu!!y to the alternate inslallalicun Such insurance shall be wniten on an all risk oasis, and will cover all the work until Owner's lina+ V21_10=1 Q � larnfliar wish eor-Orions under which he will assume his work Particular aflenlion is drawn to the G The Area Conslruclion Manager shall be Owners and Architect's sole representatives during the acceptance of same General Conditions and the Supplementary (general Conditions 0 the specifications The administration of the construction contrail K insurance policies shall be taken out by the Cantractor(s) 1mmed+3re!v after award of contract and � Contract shall be in the form of a single, lump sum of type of a reerr►enl 4 10.1 1 111=LAT Ei0 UO�l�Ly.IS g prior to any work being done Upon obtaining policies the Contraclor(s) shall notify the Owner and A Drawings. Specificalion Division t and Contrwt QQ111Q-12 213011105ALS Q10W 13 DRAWINGS AND SPECIFICATIONS, coolmtales and/or duplicate policies from insurance companies shall be filed with the Owner A All work shall be executed according to the True meaning and intent of the drawings and showing policy numbers, dales policies shall be in effect and all limitations and exclusions 02110 1212 QULM-00N OF WQBK. specifications which are intended to include everything rw4uired and necessary for the proper and Certdicales shall slate that the insurance company shall noidy the Owner by registered mail thirty A Soe clearing tcluaes, but is not limned w A Sealed proposals shall be received by the Owner at such time and place as may be designated by entire finishing of the work, notwithstanding that each and every item necessarily involved in the (30) days pnor to the expiration or cancellation of any policy 1 Protection of existing trees him Proposals shat, be su"Iled in accordance with the 1 am Bell 'Invdalion Io Bid' Proposals work is riot specnlicaly mentioned, and the worx, when completed shall be delivered to the Owner 2 Removal of trees and other vegetation shall be signed by legal authorized parties of companies only and titles of same shall be stated The in a pfidect and undamaged condition without exception 010 00,113 PEHFORMANQL. MATERIAL AND LABOR BONDS: Owner shall retain the rghd to reject any and/or all proposals 3 Topsoil stripping B. The do wings and specifications are intended to be cooperative and the woi� or materials called for A. Performance bond,►, labor and material payment bonds shall be supplied to the Owner, at this 4 Clearing and grubbing Q111"I1.1:i ACCLPIAdCE OR Wil HD ASAI_AL� � P_R PQSAI_ by the lraiwings and not mentioned in tike specifications or vice-versa shall be lumished and election, by the General Contractor prior to start of work 5 Remowrhg above-grade improvements perlorr id in as faithful a manner as though treated by loth. The specifications are intended to 6 Removing below-grade improvements A Any Conraclor who has submitted a proposal to the Owner may withdraw this proposal at any lime repres,. 31 minimum design and shall be superseded by the drawings. 01000.114 TEMP R(2 ARY FAVI TIS; prior to the scheduled time for opening of same, however,once proposals are ope ned the C. Before submitting his estimate each bidder shall carefully check the drawings and specifications A. The General Contralclor shall be in charge of the premises lrom the start to the completion of the 02110.13 JOB C UQITIONS. opening agrees to honor same for a minimum of thirty (30) days after scheduled date of and should he find noftict,nuncertainty or discrepancy as to his requirements, he "it report same project and shall furnish the following: A Prosect existing impra,ements Trees and vegetation to remain as necessary to prevent damage to the Owner irnrnedialely, who wit{make a ruling on each report and wig notify all concerned bidders 1. Laying out of all work and establishing building lines and levels, this to be confirmed with B Salvable improveme,its to be removed ana stored where directed by Owner 04100.14 DISCREPANCIES. as to his decisions Should such conllid, etc., be discovered after signing M ;ole Contract, A shag the Owner. be called to the attention of the Owner and his de6sion in regard thereto shall be final. 2. Temporary Medric power and telephone during the period of construction. This does not 02110.3 EXECUTION, A Should a bidder find discrepancies or ambiguities in, or omissions from, the drawings and/or the ktctude portable generators for use of other trades specifications, or be in doubt as to their meaning or intent, he shall nolily the Area Consir rtion F ENCS OF QR_A 1NGS: ng ng ng drying purposes ng pe 02110 31 I11�0.1s �G,F.D -YIf_ 3. Heating of building for world and ses dwi the rind o) COnatructton. SIT_F CL FARING. Manager for Taco Bell in time to allow for issuance of clarification by means of Addenda for delivery A. The order of precedence of drawings shall be as follows: 4. Temporary Ladders as required for access to all work. A. Remove vegetation (stum4.5 and roots), improvements, or obstructions !nterlenng with installation in sullicient time before proposals are due. 1. fliofn Nohydrawirgs over tial 'ry NRY specAicatuons. 5. Water for construction use. ' of new construction 2. Larger scale drawings ovbr smalier scab drawings. 6. Acceptance, unloading and storage it found necessary by Contractor's negligence, of B. Si topsoil within av QQ.1Q.Q,1� QUALIFICATION OF CONTRACTORS. rip op p ement a.-1d building areas. A. The Owner reserves the M to r 3. Figured wawin}s over scale drawings. Owner's equipment delivered to the site are the responsibility of the General Contractor. C. Stockpile topsoil where directed. Remove excess topsoil after completion of landscaping, n9 require any contractor saubmitting a proposal to fumish any or all of 4. Supplementary General Conditions over A.I.A. General Conditions. 7. Temporary lodes facilities for workers. D Fill depressions in :andscaping areas caused by clearing and grubbing operations with satisfactory the following information prior to award of this Contract. 5. Airchitedural over mechanical and slertrical drawings. 8. Twenty-five loot b enclosed and secxured to for store of Owner supplied hems. I Performance record of �� ''- � � PP sot material. project completed over the previous Iwo (2) years. 6. Any addenda over all material of an earlier date. E See additional recommendations in the Soil Reports supplied by the Owner. 2. Address and description of plant or permanent place of business. 3. M itemized list of equipment. 7. Equipmerit drawings, as may be provided by the Owner, over,�rchiteciural and mechanical 01000.115 INSPECTION AND TE SIS: drawings of earlier dates. A. The Sul-Contractoni shag cal for all inspections as may be 02110.32 DISPOSAL QF WASTE MATERIALS: 4. Additional irtlortnation as shall satisfy the Owner that the Contractor is adequately prepared required by local authorities and listed therein allowing a minimum of two (2) days notice for A. Buming is not permitted on Owners property to fulfill all requirements of the Contract, such as contained in A.I.A. document A305 01000.15 SALES TAX: inspections to be made. B. Dispose of all items not salvaged of site. Contradors Civatdication Statement. A. Each Contractor shall include in his proposal, the payment of all slate and local sales and B. The Owner shall be specificaly, notified for ksspedion one 00100.1 E; DISTRIBUTION OF DOCUMENTS. occupational taxes as may be leviec;by the govemmerhlal agencies regarding the work. week prior the installation of the items specified in the 'Invitation To Bid'. DIVISION 2 - SITE WORK C. The Owner has the rigtM to order tests and/or laboratory examination of any material or work used or A. Conlraclor desirvig to bid the work may obtain plans, specification ar d Supplemental Bidders 01004.111 SUBSTITUTION- performed on the project should he suspect such material or work to :.e of lesser quality than Package from the Taco Bell Region Construction Office, Plans and specifications to remain the A. Any substitution must be approved in ADVANCE Of CONSTRUCTION in writing by the Owner specAied herein. The costs of all such tests shag be paid by the Owner unless they indicate work or SECTION 02200 - EARTHWORK property of the Owner and are to be resumed to him, complete and in good condition. Use by upon receipt and study of complete information regarding same, including any credits or additional materials to be of'lesser quality in which case they shall be paid for by the Contractor(s) concerned, unauthorized persons for any purpose whatsoever shall be strictly prohibited and is punishable untier federal copyngM laws. costs. ab with a expenses incurred h%nmection of the work. n0 rN QzzslOa GENERAL 00104-17 GONDITIQNS: 0220011 �- Q1QQQ,1Z MATERIALS AND WORKMANSHIP: 01000.x¢PRECEDING WORK; BELATED DOCLIME_NTS: A. Unless otherwise particularly stated, the Conkacior shall fumish and install&L inateriafs and tabor A. Before starting Mork each contractor shag examine work previously installed and shall immediately A. Drawings, Specifications Division 1 and Contract. A. Submittal of a proposal by any Contractor shall constitute full acceptance by thm Contractor of all mentioned In these specifications and/or shown on the drawings, and all work shall be executed in reporl to the Owner any visible defects or conditions which adversely affect the quality and/or conditions as herein statedr a neat and skillful manner to the entire satisfaction of the Owner, completion of this work. h shall be assumed all conditions are acceptable it ro such report is 02200.12 DESCRIPTION OF WORK: 00100.18 d_UILDING PACKAGE received. A. The extent of earlhworik is shown on drawings 01000.18 SUB-CONTRACTS- . A. General Contractor shall receive a number of miscellaneous ilerns and install same as part of the A. As required by the Owner, the names of all proposed Sub-Contractors shall be approved by the 01000.117 CUTTING AND FIT,� BThe specification is intended to ou,l-ne minimum work and G; Thal be superseded by the Soil Report and Drawings to that order. General Contract, Theft items shall be found through the drawling labeled 'BY tICTIn Npty', Owner prior to award of the Contract. The Sub-Cortracbr shag be bound by the sluecilicallm i. No A. Each Contractor shall execute all curling and fitting of his work as may be required by other trades Contractor shag allow three (3) weeks notice for delivery, and shall lumish all labor and materials Contractor or Sub-Conlraclor shall sublet or assign his Contract or any part thereof without the so as lo Insure as near perfect lit of materials as possible. Q22QQJ 3 JOB CONDITIONS: required for the unloading, receiving, safe guarding and installation of these gems. written approval of the Owner. A. Locate existing underground utilities in area of work,protect those to remain. 1. Uncharted piping or other utilities encountered during excavation should be brought to -ne IU) Owners immediate attention 0 c� B. The use of explosives Is not permitted. U. 00100.19 ALTERNATE$; 01000-19-19 LAWS AND ORDINANCES: 01000.118 DMA?ED WORK A. Specific manufacturers for various Contractor furnished items are noted on the Drawings. ft -�---r � C. Barricade open excavations and post wRh warning lights. A. The Contraclogs) and ant rob-Contractoos) shag comply in all respects with all laws and ordinances A. Each Contractor sh&,ldV manufacturer's products are lumishe , this Inforinatbn shag be so Holed on the havingrlradidbn over the work ardor materials or methods a PaY�reP�'�e�nt of any work damaged by him or Inose employed by him in D Prated atn,udures, utilities, sidewalks, pavements, and other facilities „um damage due to approved alternate ma Proposal. Additionally, proposed substitutions of noshoved manufacturers shall t donne In jku mployed In perlorrning same' No ownedion with the C.otraid, and such patching or replacement shag be performed by skilled men earthwork operations. 0 additional oampensatboi sltall .-e allowed Contractors for failure to familiarize themselves whh all specializing in the particular trade so as to restore damaged work to completely acceptable UJ oompkanc.e with the respective sedan of the General Conditions. conditions under, which they will peAorm their work unless these conditions are brcxigid to the condition. Should responsibilgy for damage be unable to be determined, the cost of repairing 02200,2 PRODUCTS: 00100.20 AS-BUILD PLANS: Owner's adentlon prior to signing 0 Contracts and provisions for adjusting costs are rhade at that Ijtaime shall be prorated among Contractors working on it*job at the time the damage occurred as time. determined by the Owtwr. The decision of the Ownbr shag be final. 02200.21 SOIL MATERIALS: A. Poor b release of trio final retention,the contractor shat furnish to#16t is ltwa complete set of plans A. Subbase material shall be crushed gravel, crushed stone, natural or crushed sand. red-lined with all deviations made during construction plus the permit set of plans maintained at the 01000.110 PERMITS, BONDS- ICENS site. �9�� c�� B. Backfill ...td fig materials shall be soil Tree or clay, 2' or larger rock, debris, frozen materals. and A. The Contractors) shall Like out and pay for all pem*s,bonds, etc. Should separate Contracts A. Fido aldvartkik'g shat be allowed. deleterious matter. DIVISION 1 • GENERAL REOUIREMAENTS be awarded, each Contractor shag be responsible for permits,lees,bonds, licenses, etc., as may be required by work covered under his portion of the Contract. Receipts for same shall be turned 01000,120 COMPLETED WORK: 02200-3 FXECL►TION: over to the Owner upon completion . At the Owners election,the Owner may obl:.in any of the A. Completed work as called fcu by the Contract shag be delivered to the Owner free from liens, claims PemWs. or encumbrances of de ion whatsoever against the Owner. Acceptance of such work shall CAVATIQN: SECTION 0100D • $UPPLEMEd,]"ARY � N /� .QNDITIONS � �� p Q22�1 � be defirted as approval of final payout. A. Excavation Includes removal of pavement and other obstructions visible on ground surface 01000.111 PROTECTION: underground structures and utilities indicated to be demolished and removed. Q1�.1 G NE ♦1 A. Each Contractor shat barricade and/or shelter his work as breprotect it from da Al MAINTENANCE Pf°t damage. 0l�II.121- -- AiLDCLEQeLNa' B. Under todinps, till excessive excavation by extending indicated bottom elevation without agenng 0100.11 DEFINITIONS: barricades shall be so an'anged as to insure a reasonable visual and physical warning for workmen A. Throughout the parbd of oonstrudbn each Contractor or Sub-Contractor shag be responsible for required top elevation. and the public. Provide Ilashwtg type binkers aroixxi open trenches. satlsfactodly maintalrtkg the premises in a neat and clean oonddion insofar as his respective trade is C. If unsuitable bearing materials are encountered at required subgrade elevations, contact the A. Owner: the Owrwr shal be defined as TACO P-llF1.1- CLQ+}' 17901 Von Kamwn Irvine, California, g, The Corriracton(s) shall be held responsible tog any damage to his work as may be due to concerned, This$hal"man removal or all refuse and dhbris from the premises. Architect for direction. 92714, (714) 863.3871, and the Regan Taco Bell Corp. office Ih►ohugh which the 'Invitation To Bid' negligence of the above, or as may be caused b accident wind, rain, snow, freezing, riot, Y Y rW. B. All equipment and materials shall be stored In a neat manner and as to protect them from any D. Slope sides of excavations to comply with local codes or share and brace where sloping is not was provided. The Owners representative for adininistraling the Contract shall be the Area malicious miscMef or labor cornmolion, 1heft, etc., A due to his ads, omisskxu or negligence, and damage from the elements. Building shall be maintained in a generally clean condition during the possible. Constructwn Manager. $hal, A such damage occur, restore the work to Its previous condition at no cost to the Owner. period of eonstr'iocibn and upon final oompWflon a professional services shall be supplied by E. Do not allow water to accumulate in excavations in order to prevent softening of foundation B. Archiled: The Architect,for the purposes of this project, shall be The Ar!chleds represeMalive for C. Contractors) $hal protect all adjoining properly from damage during the course of the work. If General Contraclow to thoroughty clean all glass,floors lumidure and equipment. bottoms. admviistrating the Contract shall be the Taco Beg Area Construction Manager. requited local laws or ordinances he shag Issue notices to Owner of .aid rt . No use W C. Contractor a General Contractor: The � � p� Y F. Conform 10 elevations and dimensions shown within a tolerance of plus or minus 0.10'. person(s), company(in) or corporation(s) with whom the adjacent privately owned property by an Contractor without wriden permission by its Owner shall be Owner makes a direct Contract for the work or any portion thereof, or for any materials or related allowed. �'0`��,1IARANTEF: G. In excavating for Poolings and foundations, excavate by hand to final grade lust before concrete services required thereto. A. All labor, matequipment materials, and required by the Owner-Contractor Agreement(s) shall be fully reinlorcemerd is placed. and unconditionally guaranteed by the Conlraclor for a period of one (1) year from the date of final H. Cut surface under pavements to coriply with cross-sections, elevations and grades as shown. D. Sub-Contractor: Arty palmon(s), eornpany(ies), or corporation(s) with whom a contractor makes a 010001JZ INSURANCE- acceptance or the date the restaurant is opened for business the Owner, unless otherwise J. Protect excavation bottoms against freezing when a atmospheric to Contract to tumish labor and/or service and/or material in connection with the project. Miiin the A. In neral,the Contract s shall maintain such Insurance as shat p all r►9 p temperature is less than 35 ge a( ) prated him the Owner and the specified in spec;tic chapters herein. degrees F. specifications and working drawings, the term 'Contractor shag be interpreted to mean Sub- Ownersnts and r Contractor where applicable unless further defined. ape epresent-itives from any and all claims under Waricr ion's Compensation Ads end from all cairns for damages because out bodily injury. Including death, dnd all claims for properly 01000.123 GRANGES: 02200.32 COMPACTIGN. E. Project. The projed shall be defined as the complete tabor, materials and services required for damage arising from his operations and/or the operations of Sub-Contractors employed by him, and A. The Owner, without Invalidating the Contract, my order changes in the work within the general A. Compact each layer of all fill to not less than 95%maximum dry density or 90`Y*relative dry density conslrudion of a 1jl2t`oNaYRestaurant and all related work as described in the Contract documentsshall be to thy amount staled herein. Sub-contractor(s), 0 not covered by the Contractor(s) F. Site: The property on which the project is located insurance, shallvide similar insurance of their own. Covera a shall he obtained from a scope of the Contract consisting of addition,; deletions or other revision, the Contract sum and the B. Compaction Certificates shall be provided by the Contractor for the parking fol, building foundation Pro g co n t� Y Contract time being adjusted accordingly. A Taco Bell Contract Change Order may be issued by a and floor slab G. Contract Documents: The Contract documents shall consist of (1) The Building Constriction holding a General rating of 'A'or better as set forth in the most current issue of Best's Key Rating Area Construction Manager but must be approved by the Vice President Facility Development prior Contract, (2) The Drawings, (3) The Specifications, (4) Soils Report. The dates including revisions Insurance Guide. to payment. 02200.33 BACKFILL AND F LL dales of all drawings and specification shall be included on the proposal form. B. 'Hold Harmless" Clause: The certificate shall state that this endorsement is included in the B. The cost of credit to the Owner resulting from a change in the work shall be determined by mutual A Place acceplabie material in layers to required subgrade elevations (� FRAC CONDITIQN5: pol�(es). agreement. All work shall be performed under the applicable conditions of the Contract 1 . Salisfactory excavated or borrow at excavations and grassed areas 41S)B.Q,12 C. This Contractor assumes the liability for all losses, damages (including loss of use), expenses, documents. 2 Subbase material under walks, pavements stabs, and structures A. The Standard Foran of General Conditions published by the American Institule of Architects (A I A ) demands and claims in connection with or arising out of any injury or alleged injury to persons C. Written authorization for changes 'n the work Construction Work Order) shall be obtained form the B Backlill excavations as promptly form A201, latest edilion, shall be binds and the General conditions included herein shall be ng ( p mplly as work permits � (including death) or damages or alleged damage to properly, sustained or alleged to have been Area Construction Manager prior to completion of the work. C Remove vegetation, debits, and deleterious materials prier to placement of new I+U supplementary thereto In the event of conflict, the Supplementary General Conditions shall sustained, in connection with or to have arisen out of the performance of the work by the D Place backfill and fill materials in layers not more than 8" in loose depth for machine compaction 2-r govern over general conditions, as well as the Taco Bell Construction Contract over the j Contractor, his Sub-Contractors, and their agents, servants and employees, including losses, 01000.125 RECEIPT OEF,9UIPMENT: not more Than 4" in Bose depth for hand operated tampers Supplementary General Conditions expenses, or damages sustained by the Owner and the Architect. The Contractor hereby A. During the course of construction the General Contractor will be receiving party for deliveries of E Place backlill and fill materials evenly adjacent to structures and carry material uniformly aro,.--- B. The Taco Bell Construction Contract, Contractors Draw Schedule, Contract Change :;oder and undertakes and agrees to indemnify and hold harmless the Owner and the Architect, their agents, equipment and miscellaneous items made to the job site by common carrier If, during the recelpls structure to approximately carne elevation in each IM Final Waiver of Lien shall be used Copies of the above loans are on file at the Owner's office servants, and employees, from any and all such losses, expenses, damages (including loss of use), of those items by the General Contractors representatives any missing or damaged items are L C It shall be accepted as a tact that all�jgA1racl=has inspected idle WW prior to submitting their bid demands and claims, and shall defend any suit or action brought against any of them, based on any observed, the receiving person must: 02200.34 GBADING, and no additional compensation shall be allowed for failure to fulfill this requirement It is not to be alleged injury (including death) or damage (including joss of use) and shall pay III damages, 1 . Make a notation of the discrepancy on the delivery ticket A Uniformly grade areas within limits of grading with uniform levels or slopes between points yr construed, however, that the Contractors have included in their bids amounts to cover unfo(seen judgements, costs and expenses, including attorney's lees, in connection wi,h said demands and 2.CA11 Rpsl reed SWAY 4714)727•wand advise them of the problem within 24 hours elevations are shown and%or existing grades r1 conditions or obstaces other than those indicated on the drawings or visually apparent at the site claims resulting therefrom. 3. Call the delivery carrier and file claim. 1 . Allow for installa!ion of 4" of topsoil to be spread over areas to receive sod 0 Should unforseen conditions arise the Owner shall be notified immediately D The above clause shall apply in all states unless restricted by state statute ShoOld this be the case, B Grade areas adjacent to building i,nes to drain away from structuies D The following specifications are divided into chapters and each Contractor is to figure on that the maximum loom of"Hold Harmless" allowed by the law shag be provided portion with which he is concerned It shall be the responsibility of each Contractor to read and E Comprehensive General Liability Insurance including a Broad Form endorsement and a Broad Form Q?2� SU$BASE CQUIa.SL familiarize himself with the General Conditions and Supplementary General Conditions which shall Properly Damage endorsement with limits not less than $' million CSL (Combined Single Limil II f to Y 9 9 1 A Subbase course consists o1 placing subbase material �n F" thick m2.�mum toyer$ over subs•,-- be considered equally binding with the remaining specifications appropriate, Contractor shall also maintain scaffolding and demolition insurance surface to support a pavement and c'oncie!.. 5!ah interior and ex or h?se ccur`e F Workers Compensation Insurance in a,,cordance with applicable state requirements 1 -7,299 St,i 1-Ar-IF i C. t-I t r7Hl�lra r >>� OF 4'2 14E � i IT �l iriIlIIF THIS DOCUMENT TS LESS LEGIBLE THAN PHIS NOTATION, l I I l I I l I I l If(1 T T'T r 11 1 1 i 1I'1 1 l I I I l I I l I i T r 1 f I I 1 1 I 1 I 1 �1 1 I 1I 'II II I I 1 I I I 1 I I Ill i I II?319 I II II II I 01 I 111 1 ' 11 ' 1 1 III ' IIII ' APRIL2L9 1994 � *0 IT IS DUE TO HE QUALITY OF � No.36 ""''".°' two-=. THE ORIGINAL DOCUMENT. � ___-. £ Z fJZ I GjZ 9Z � Z 6Z £Z �ZT1,13111 OZ 61 81 LT 9i 9i II TTI I I t3 8 �L 9 9 1 "All Z T3irunIIIIIIIIIIIIIIII IIIIII!il IIII "IIIIIII11191 1II 111111111111111111111711111Illll llllillll W1 1111�1IU fill ' ll�ill1111 Lu111111 111111111111 ill�llll Illllldll III IIIIIIIIItlllll � l II r, cl;'`L,l.�S. FAD QUALITY_f�IRQL, A Hep ire and re establish grades in sante d erodad and runed ares A lest finished surface of each asphall concrete cco se for smoolhness using ill s+ i c,ht•.�.;c OXECU tlON. a hed parallel with, and at n hl angles to centerline of N DIVISION ] CONCRETE PP F" 9 9 paved area Sunace., will not b., DISPOSAL OF EXC.F �;��)Zyyp�[r��q_Iyl�� A Ilenlove froQt444.31 1pl�tALLAlIC�N. A exceeding 1i2" in smoothness from site wa to rilalernals rx iudrnq unacceptahie excavated material irash and debris A Drill holes lot posts of minimum b' diami ter and spacincls shown Fxcavate hole depths 3" lower 13 Final surface shall have a compacted density of a minimum 93°h of the maximum possicle density c! F Tl 1 laz d SaLARANI L than post bolfom, with bottorai of posts sel nol less than 36" below finish grade surface a voidless mixture composed of the same materials in like proportions S•C �',f �� CONCRETE W r.NK , 8 Center and align posts in holes 3" above txoltom Place concrete around posts and vibrate or lamp :U t�1 aL1LHA1 A All worn performed under trios seuron shall be guaranteed lot a period of one (1) year from date of Hold in venical position during placement and linishing operationsCe�:1J35 UUARAIlItL acceptance against any settlement or other faults detrimental to the appearance of quality of the C Install brace assemblies so pests are plum) when diagonal rod is under p'oper tension A Work under this section shall be guaranteed for period of one 1) year against settlement 9 p ( 1' 9 i0�� HL A TED Dr-)CUMLN fla- finished proles Repair and replacement costs of this work and any other work as a result of faults D Install tension wires before stretching fabric and Ire to each posts cracking, crumbling and other defects Repair costs of any failures shall he paid by Ute Contractor snall be pard by the contractor A Urawings Specrfrcal ons Division 1 .11, F Install fabric on security side of terx:e wrth 2" between finish grade and tx.tlom selvage Pull labrrc DIVISION 2 SITE WORK Caul and fie to posts, rails, and lerision wires DIVISION 2 - SITE WORK F c23010.12 QE SCy�pT14N OF WQ ,Install vertical slats between fabric links for full fabric height G Install gales plumb, level, and secure for full opening wrlflout interference A The extent of concrete work snown on dr3wrrg; aLL11QN_Q2a1 LLfM1IL i;ONTF3� IC if Use U shaped wire clasping pipe and labnc Windy with ends twisted at least two (2) lull turns SIIQIY-02515 - EXIEFiIOB POBTLAND CEMFNT MUQHLI, Q3010 13 �1�JALl TY AS$Uf ANCE- i Install nuts for tension bands and hardware bolts on side of fence opposite fabric side and peen ends of bolls 02. 1 1 rENEBAL A Comply wrlli provisions Amer pan Conc,we Ir„tnura 119 9"3 i3urldrng `-ode Requirements Neinforceu Concr,,�tv'• and 301 72 exc.!pt where more stringent req„ remenis are shown DIVISION 2 - SITE WORK 02515.11. RELATE�DOCUMNTS specified !?`2fl1'1.1 RELATED DOG), "HI_.L B All tooling and loundations shall be 13rrned Uniormeo piacpmeni o1 r.orrcrete is not allowed A Drawings. Specifications Division 1 and Contract' A Drawings, Specdrealrons Di;i3ion 1 and Contract Q22di.12 DESCfi1P_ ION OF W()HK SECIIQNV" - ASPNALi CONCREIE PAYING 025.15.12 DESCRIPTION OF WQRKmu RaQDIS11.5 A Extent of exterior porlland cement concrete is shown on drawings, including curbs, gutters, walks. =1221 FORM MATERIALS. A Provide sod treatment for termite conlro: as herein specified 02513.1 GENERAL and paving. A Form for ooncrele surlaces to be plywood. lumber rnelal or other acceptable material 02281_U DUALITY A�)L�� H Provide commercial formulation Iom� coating pounds coin � brand with, stain nor adverse . 02513.11 DIED UMUMENTS: 0215.2 pRQQUCTS that will no, A Engage a prolessanal pest Control operator, licensed in accordance with regulations of governing A Drawings, S affect concrete surfaces rig Specification Division 1 and Contrail autronlies for application of sod treatrnenl solution 02515.21 MATERIALS- Q3Q�j),� REINFORCING MATERIALS. 02513-12 DESCRIPTION OE WORK: A Forms to be steel, wood or other suitable material of size and strength to resist movement during A FORCING tsars to be ASTM A 615 Grade 60• deformed JOB C.ONDI� A. Extent of asphalt concrete paving and stone/base work with required thicknesses is shon.il on Ph P 9 qu concrete placement. A Do not apply sod treatment solution until excavating, filling and grading operations are corotpleled drawings. 1 . Use flexible spring steel forms or laminated beards to form radius bends as required B Welded Wire Fabric to be plain cold-drawn welded steel wire. ASTM A-185 B Do not apply soil treatment to frozen of excessively wet soils or during inclement weather. C Provide metal boislers, chairs and other devices lot spacing• supponing and fastening reintorcinq B. Thee specification is intended ►o outline m;riimum work and shall be superseded by the soil report B. Coat forms with anon-staining form release agent that will not discolor or deface surf ice of bars and welded wife fabric in place 022_91 1� SPECIFIC PRODUCT WAA ' NTY and drawings in that order. concrete. 0, .23 CONCRETE MATEAI - A Furnish written warranty candying it subterranean 'erm:e actwdy is discovered, aynlractor will re- 25 or C. Welded Wire Mesh to be welded plain cold-drawn steel wire fabric 3010D. ReiMorcing bars to be deformed sleet bars. A Portland Cement to be ASTM C 15U„ Type II treat soil and repair or replace damage caused by letailte infestation A. Construct asphalt concrete wearing couize only when atmospheric temperature is above 40 E. Guardsls to be standard we hi steel A Pruv►de warranty for a period of live (5) years from date of treatment, signed by applicator and revs F. 4 lees C , and when base is d po ff;� pipe of nomnal diameter indicated on drawings. B Normal Weigh Aggregates to meet ASTM C33, with maximum 1 1/2" for footing and other mass Contractor ( ) ry. F. Comply with requirements of applicable division 3 sections for concrete materials, curing materials 1 . When asphalt plants are closed, the contractor shall install a temporar,, pavement of and others as required. concrete and 3/4' maximum for other concrete compacted stone base with final pavement in;lalled under the Original Contract. 1. Six r C Water to be potable 02291.2 PRODUCTS (6) Pa cent air-enlrainirlg admixture required in ;.II exterior corx:rete G. Comply with requirements of applicable Division 7 sections for preformed expansion pD Calcium chloride not permrlledint fillets and E Admixtures shall not be used without approval 02291.21 SOL TT EAT ENT SauTiON, 02513.2 PRODUCTS :ealers. H. Frefabricated steel IiyM pole bases where noted (to be liked with concrete will be supplied by the 03010-24 RELATED MATERIALS. A Use an emulsible concentrate insecticide for drlufion with water. Fuel oil will riot be permitted as a Q��1 �l��IFk31B1.S: Owner. diluent Provide a working solution of one of the following chemical elements and cuncentral►ans: A Provide 6 mil polyethyelene vapor barner cover over prepared base material for all floor slabs A. Use locally available materials and gradations which exhibit a satisfactory record of previous r. Slone Base to be naturally or artificially graded mix!ure of natural or crushed gravel, crushed stone, B. Provide base course for all floor slabs of evenly graded natural gravel 3/8' max'mum to 1 8' 1 Pennel nn Torpedo&) installations natural or crushed sand compacted per Earthwork Section this Division. 2. Permethrin (Torpedo ) Dragnet) B. Binder Course Aggregate to be sound, angular crushed stone, crushed gravel, or crushed slag, minimum(pea gravel) or natural sand 3 Cynvdier hnn (Damn) sand, stone, or oda screenings. r C. Non-shrink cement grout below column base plates shall be non-meialic, lbwable, high sire n 4 F envalerate g � Q251s.22 SS?L�LCflF.TE MIX AND DESIGN: (4000 psi min at 7 days) oorllormrng with CRD C 621 ig � C. Wearing Course Aggregate to be crushed stone, crushed gravel, crushed slag or sharp-edged A. Comply with requirements of applicable Division 3 sections for concrete mix design, and quality 5 Isolendnos IPrylon 6 or Oftanot 6) natural sand with 80% passing No. 10 sieve. control. B Other solutions may be used as recommended by Applicator and it acceptable to local governs". D. Mineral Filler to be limestone dust, poriland cement, or other material. 03010.25 PROPORTIG'JING AND DESII,iN OF 1M1XES_ aulixmties Use only sod treatment solutions which ate not injurious to planting E. Asphalt Cement to have viscosA rade of AC-20, AR-8000. A Proprietary standard design mixed that meet the following qualities shall be used and the suppler 02281-3 sD►� r g 0251 .3 >..x�urlQN: FSlone Base to be naturally ur arhticially graded mixture of natural or crushed gravel,crushed stone, shall lumish satisfactory evidence of such A delivery ticket shall accompany each mixer Irick ate-' FXIIQN F. natural or crushed sand. QZSLshall note type of concrete and materials Location o1 placement of each load will be noted o" ,�.31 SURFACE PREPARATION: 02281.31 APPLICAI1Q& G. Car Bumpers to be precast concrete 6' brig with beveled sides and provided with minimum o" 2 A. Remove loose malarial from compacted base surface immediatelythese tickets and all tickets will be 11ted on the before placing concrete job site fila for dowel anchoring. B. prepared subbase with tandem dump truck to check for unstable areas and need for A Remove foreign matter which Could decrease effectiveness of treatment on areas to be healed. H. Prime Coal to be cut-back asphalttype: additional type: MC-30, M�-70 or MC-250. additionana B Concrete to have 2000 psi @ 28-day compressive strength with 517 pounds cement per cubic yar3 l compaction. minimum;water/cement ratio of 0.58% maximum and slumo of 2 1/2'to 4 1/2' at placement B Under slab-on-grade structures, treat fill before concrete slabs are places using either power 1. Lane Marking Paint to be white pavement marking paint as found In painting section of Finish sprayer or tank-type sprayer• division of Specd" 03010.26 CONCRETE MIXES lion. A. Ready-Mix concrete shall comply wAh requirements of ASTM C 94, and as herein specified Z O F- Q 1 Apply 4 gallons of chemical solution per 10 linear feel along inside of foundation walls, along both sides of intenor pandion walls and around plumbing. 1 Addition of water to the batch with insufficient slumpwill not be rmimed LL 2 Apply one gallon of chemical solution per 10 square feet as an overall treatment under slab 02513.22 ASPHALt-AGG EGATE MIXTURE: 02515-32 FORM CONSTRUCTION: 2 When air temperature is between 85 degrees (30 degrees C) and 9U degrees F (32 and attached slab areas where fill is soil or unwashed gravel. Apply 1.1/2 gallons of A. Provide plant mixed asphalt-aggregate mixture as approved and specified by local highway A. Sol forms to required grades and lines, rigidly bracW,and secured with sufficient quantdy of forms degrees C), reduce mixing and delivery lime from 1.1/2 hours to 75 mirkiles, and when air U d>temical solution to areas where fill is washed gravel. authorities to suit project location and conditions. to allow oordinuous progress of work, temperature is above 90 e-grees F (32 degrees C), reduce mixing and delivery time to 6r. W 3. Appy four gallons of chemical solution per 10 linear feet of trench, for each foot of depth B. Clean forms after each use, and ra;al with form release agent as often as required to ensure minutes a from grade to tooting, along outside edge of building. Dig a trench 6" to 8' wide along EXECLITIseparation from concrete without damage. outside of Inundation to a depth o1 not less than 12'. Punch holes to top of looting at not Q3010.3 EXECUTION v! more than 12"o.cand aptly chemical Solution. 025113.31 S 1RFA -EPRPARATION: 02515_:s3 M NT• C Allow not less than 12 tours for Crying atter application, before beginning concrete placemeril or A. SubgrWa shall be prepared according to the soils report or the following,whichever is greater, A. Locate, place and support reinforcement as specified in Division 3, sections, unless otherwise Q=M FORM& other consinxioon activities 1. Subgrade shall be established within 0.10" of the elevation necessary to provide required indicated. A Formwork to be readily removable wrlfluut damage to cast-in-place concrete surfaces and adlacer" D Post signs in areas of application waming workers that soil poisoning has been applied. pavement thickness at finished grade. 2. AN subgrades shall consist of and be (a) underlain by suitable bearing material, and(b) free 02515.34 CONCRETE PLACEMENT: materials. DIVISION 2 SITE WORK of all o nuc, frozen or littler deleterious nn;3lterial. Pre aratbn of su lades after slit B. Construction forms to sizes, shapes, lines and dimensions shown, and to obtain accurate rga p hg pping A. Comply with requirements of Division 3 sections for mixing and placing concrete, and as herein alignment, location, grades, levels and plumb work Support brace and maintain formwork to shall consist of (a) proal-rolling lo ootect unstable areas that must be undercut, (b) specified, support vertical and lair.ral bads until such loads can be supported oy concrete scarifying top 610 8 inches,.nd (c) comQaction to prescribe minimum density. B. Place concrete using methods which prevent segregation of mix. C. Form Ties to be factory-fabricated, adjustable-length, removable or snap-off metal form ties ECTiON 02444 - CHAIN LINK FENCING ANIS GATFS 3. Subgrade surface shall be eonrrpacted to 95 to 100 percent of the maximum dry density as C. h_''_n+atic macNne may be used for curb and gutter placement at Contractor's option. Machine D. Provide openings in concrete lurmwonk or accommodate work of other trades determined by the Modified Proctor Method (ASTM D-1557) for cohesive or granular soils placement must produce curbs and gutters to required cross-section, lines, grades finish, and Q24AA 1 GFNFRAI respectively. Tha upper 12 inches of structural fill underlying pavement shall be jointing as specified for formed concrete. 03010.32 PLACING BElrL_..,FO CEMENT: compacted. A. Accurate) position, support t ATFn B. Spread gravel base course so that final thickness is as noted on drawings. y Po pport and secure reirilorcemesit against displacement by Iormwort. �-�'1'1 8F .�..L2S�llMEdIS' � w � � �'� r1Ql�lIS. construction, or concrete placemen) operations A Drawings, Specifications Division 1 and Contract 1. Compaction shall start at the center and proceed loward the edges of the pavement. A. Construct expansion and construction joints true-lo line with lace perpendicular to surface of 1 . All bars shall be continuous in longest length possible with minimum 36 Lar diameter laps 2. Compaction is to continue until If* stone base coases to creep or wave ahead of the roller. concrete. 2. Bent corner reinforcing shall be provided to lap and match honzontal reinforcement g2j4L12 QESCRIPTION OF WORK: C. If base course does not consist of a rnix of course and line stone that provides a solid compacted B. Provide premolded lull size, one piece joint fillers for expansion joints abutting concrete curbs, 3. Minimum coverage for any reinforcing steel shalt be 2" A. Extent of chain link fences and gales is shown on drawings. base,spread a ccwrse of lines over the surface and saturate with water. Compact until grout formed catch basins, manholes, Inlets, structures,wales and other fixedects. � 4. Welding for fabrication and installation and is not permitted by lines and water has filed voids and fomn,; a small wave in front of the roller. 1 . Locale expansion pints at 20'o.c. for walks and curbs 02444-2 PRODUCTS D. Paving Contractor takes responsibility for subbase and base as being satisfactory for Installation of 2. Locate expansion joints at changes In sidewalk direction or Intersection. B. Install welled wire fabric in as long lengths as practicable Lap adjoining pieces at least two full pavement at the completion of the compaction, mesh and face spYces with wire. 02444.21 UL L FENCING 02�LLU CONCRE E E NISHING: 03010.33 IN,;TAL LATION OF EMBEDDED ITEMS_ A Fabnc No 9 gauge steel wires, 2' mesh, both to and bottom selvages twisted and barded. 02513.32 PLACING MIX: A. After striking-off and consolidating concrete, smooth surface b screedir and mechanical floating g g P g � � y 19 n9 A Set and twilit into work anchorage devices and other embedded items required for other work that 1 One-piece labrrc widths A. Place asphalt (xincrete mixture on prepared surface, spread and sinkeofl. Spread mixture at B. After floating, last surface for trueness with a 10' slia!ght cadge. Refleat as required to provide a is attached to, or supported by, cast-in-place concrete 2 Galvanized with not less than 1 2 ounce zinc per square foot of surface. minimum temperature of 250 degrees F. Place inaccossible and small areas by hand. Place each continuous smooth finish. B Galvanized steel framework with not less than 1 8 ounce zinc per square loot of surface course to required grade, cross-section, and compacted thickness. C. Work edges of slabs, gutters, back top edge of curb, and formed joints with 9-1/2" radius edging 03010.34 PREPARATION QF FORM SURFACES. B. glace asphalt A. Coal contact surfaces of forms with a form coaling compound before reinforcement is placed C Galvanized accessories and hardware ph cor'Crele mixture by paver in strips not less than t0' wide. Hoer first strip has been tool. placed and rolled, place succeeding strips and extend rolling to overlap previous strips. Complete D. Light Broom finish, by drawing a line-hair broom across concrete surface perpendicular to line of 02444.22 FRAM INQ ANDS 'SQp1ES, binder course for entire site before placing wearing course. traffic. 03010.35 CONCRETE PLACEMENT A End, Corner, Pull and Gate Posts Minimum 4 0' OD steel pipe 9.11 pounds per linear foot, .266' C. Joints: Make joints between old and new pavements to ensure continuous bond between E. Strike contraction pints in the sidewalks exterior slabs at a maximum of 5' o.c that extend 1/4 the A. Comply with American Concrete institute 304, arid herein specified wall thickness adjoining wotk. construct pints to have same texture, density and smoothness as other sections of depth of the concrete and are perpendicular to the edges of the ccncrete 151 Deposit concrete continuously or in layers of such thickness that no concrete will be placed c-' B Line Posts Minimum 1 0" OD steel pipe, 2 72 pounds per linear loot, 145" wall thickness. asphalt concrete course. F Alternate exposed aggregate walks where noted on the drawings shall be as follows. coni which has hardened sufficiently to cause the formation of seams or planes of weakness C Tension Wire 7 gauge, coated coil spring wire, metal and finish to match fabric Locate top and D Prime coal spread at a rate of 0 25 to 0 50 gallons per square yard is to be applied to the binder 1 . In lieu of light broom finish, evenly distribute a single layers of water worn, durable gravel. C Cunsolidale placed concrete by mechanical vibrating equipment supplement by hand spas r t' Dot!or^01 fabriccourse P wears prior to installation of the course 3/8" maxinum and 118" minimum of lanbeige color rodding o,r tamping (except for slabs) ng D Post tops Weathertight closure cap, one cap for each post 2. Embed the aggregate by palling with a darby and float and darby until all aggregate rs D Deposit and cunsolydcontinuous ate concrete slabs in a operalion E St etcher Bars One piece lengths equal to full height of fabric, with minimum cross-section of 42513.33 fli thoroughly embedded lust beneath the surface t A Roll pavement with tandem steel wheel eight � E Bring slab surfaces to correct level with straightedge and sl�okeoll Use bull floats or derbies 3/16" x 3 4' Provioe with bands 31 15" o c P g ton roller when mixture will bear roller weight without 3. Expose the aggregate as soon as the grout covering the aggregate can be removed by smooth surface, free of humps of hallows F Swing gore to have perimeter frames of 1 9" OD pipe, finished to match framework, with horizontal excessive displacement simultaneously brushing and hosing with water and vertical rnernbeis to ensure proper gate operation and for attachment of labrrc• hardware and 8 Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to F Maintain mesh reinforcing �n approximately the nuddlz of slab during concrete placem operations accessories Use same labrrc as for fence Provide diagonal cross bracing consisting of 3/8" rollers 02515 37 CURINGG Protect concrete work from phvsrcal damage or reduced strength with could be caused by +r_ diameter adjustable ;ength truss rods on gates C Accomplish breakdown or initial rolling immediately following rolling of pints and outside edge A Protect and moist cure finished concrete paving, comply with applicable requirements of Division 3 freezing actions, or low temperatures i G Furnish the following hardware and accessories for each gale D Perform finish rolling while mixture is still warm enough for removal of roller marks Continue rolling sections N Do not use calcium chloride, salt and other materials onoainrng antifreeze agents or crlen j 1 Hinges One and one half parr to suit gate size, non lift-off type offset to perrrlrt 180 until roller marks are eliminated and course has attained maximum density E Remove arxi replace paving g accelerators degrees gale opening p ace ave areas mixed with foreign materials and detective areas 0251�32 REPAIRS AND P-OTEU12N. I When hot weather conditions exist that would serious) impair 2 L alch Forked type and plunger bar type to permit operations from either side of gale, with F Atter final rolling, do not permit vehicular Traffic on pavement until it has cooled and hardened A Protect concrete horn damage until acceptance of work Exclu: traffic from pavement for at least ' T Y P quality and strength of coni =- YP p 9 YP P g 9 P P place concrete in compliance with Arnenean Concrete institute 305 padlock eye 02813 34 PA'1(EMENT M RKINGS-AND CAR BUMP days atter placement N Slats to be 2 3/8" wide x 3/8" thick redwood - Q3Q10 3fi FINItt IF FORMS Rl1 FACL� V> I Use wire ties spaced 12' o c for tying fabric to lensior, wire A Anchor concrete car bumpers to pavernent with two each 2' lung dowels driven through holes in bumper into pavements and fill around dowels with con„rel�. A Concrcie surfaces not exposed to view in the lornsh work to have texture impaled by form fay Provide concrete with a minimum 28 day compressive strength of 3000 psi using at least 5 1/2 P I f-- F3 Apply two 2 coats avement marking material used. with Ire holes and detective areas repaired and patched and fins and c'-- sacks of cement per cubic yard 1 rnaxornuni size aggregate maximum 4" slump and 2% to 4% PP Y ( ) p ng paint with mechanical equipment to product uniform straight projections exceeding 1 '4' in height chipped off entrained air edges I 13299 SUI F=ACTFIi:: If[GiIIIraY r- 42 , r.: __._. - ...... IF THIS DOCUMENT IS LESS 11t111t 1111111 IIIIIII II11�111 1111111 IIIA 1�11TTfl 177117-F r1 1111111 1111111 11111111111ITF 11111111111117 1 III III{ II11111{ IIIIIII{ IIIAf�I IiIi111' lil (II lil 'lll` IIII111 lillllf 11121 ,gPF?IL. 23 1994 LEGIBLE THAN PHIS NOTATION, ` 1 1 ,`�I 1 3 14 I_ 5� ( 6 � 8,-- --y �_ 0� II 111�G1 IT IS DUE, TO THE QUALITY OF No,3e THE OT4IGINAL DOCUMENT. -- - ---- ( E �Z 8IZ LZ 8Z �Z itiZ EZ 7 TZ OZ 61 f T LT 9T Ji 6T ET ZL iT ^ 1 f3�t3 I 1L1E' �9 I 4 E Z i�irr.iwl 1 I� � � �I o� Ill{l►ll�llll1W1111111ll111Ji1111111 ' 1 l�lllt�lll ►�li►lfl Ill�lldlll � I � II I.11 llll�lllllllll111 III111111�1111{Illi IIII{lllllllll{llllllllllllllllllllll 1 I IIII{IIIIIII{IIII illlllllllllll{I►llllll {III► I�►III►►11111111111 IIIi{Illi II{ IIII�III�IIIIII.III{IIIIIIIII{III{IIII I AdON011 Itil� Si AB + I li Reinforcing Bars Deformed steel, ASTM A 615 Grade 60 of the Sizes shown A Apply li ,al finish to r.►onolilhic, ;lab surfaces After sc�reeding consolidating and leveling concrete [ fZOr1d breaker Strips 15 Ib asphalt ►coling felts Complying wdh ASTM U22b or 15 Ib r ,,ll Idr Q4200 3a ffY- ,AIR P ; TINS gjhj2r At lDIVISION 6 WOOD AND ��ASTS el(- slabs do not work surtd(,e until ready for floating Negirt Iloaling when Surface water has fooling left complying wrth AS1M 0227 A Pointing During the fooling of Ioints. enlarrpe any unfits or holes excapl wNEp ho!t,� knd disappeared of when cork.►ete has stiffened sufficiently to permit operation or power driver+ floats O Steel ( +mels Structural steel shapes plates and bars coniptlyirnq wnh ASTM A 36 completely fill with mortar Point up all joints at corners, otic^trigs anu adjacent work to prr,:id•: , Chick and level surface plane to a lo+erance nct exceeding 1,4' in '0 when tested with a 10' 1 nsulalion Rigid, closed cell expanded polystyrene- insulation board with integral high densly skill neat, uniform appearance, properly prepared for application of caulking or se;llarnl coin unds T t straightedge complying with FS HH 1523, Type 11, Class B Min 30 psi compressive strength. K value of 0 2() g aLC T14"f- -1ST B Provide 112• pitch in 4' 0' diarneter of all Ibor drains 0 5% maximum water absorplion, 2'.0" wide by manufactures standard length 1 Dow Chemical U S A "Styrofoam" &ULi QLyLBAL . l�,�d CUNC-A�TL ��YSiAMjZ_PH41 LC 1 lUN 2 W R Grace 8 Co "lonol+te" F pyg with firer :)01 Q 11 HELA_T i O f2Qc � M �i3 Protect freshly placed concrete Irgrn premature drying and excessive cold or hot temperatures Insulation Adhesive Type recommended by insulation manufacturer and comlin B Provide moisture curing by one of the foisowiN meUods lora resistance requirements A Drawings Jp?ci,:,dliCnS Giii3iOn I ,nn�f ,;r;ntrd;,t period al 7 days G Wood Blocking S4S dressed kiln dried lumber of size as Holed on drawings with pressure 1 Covering concrete surface with specnied absorptive cover thoroughly saturating cover with water and keeping continuously wet treatment per rough carpentry section of Division 6 of specifications Q6100 QESCRIPT)S2N OF WORK H Furring Strips 25 gauge galvanized "Z" shape with Iwo parallel legs connected A Rough carpentry includes carpewry work no! specified as pan of other section; and wrilCH Covering concrete sudaces with moisture retaining cover for curing concrete, placed in ecby a center leg r;enerally not exposed expect as ;,fnerN carpentry for ise indicated Types Of work in this Section include rout'` widest practicable width (same depth as insulation) 3 Curing compounds in accordance with ASTM C 309 may he used as directed by the I United Slates Gypsum Owner 2 Gold bond Building Products t Wood Iraminq/G+ued i afn r dted Beams? Wood grounds Hailers blocking and Sleepers I Flashing Provide concealed Ilashings where noted on drawings and as specified Flashing to be 021" flEMQYAL OEOE IQBAj.5, copper oonded to asphalt impregnated cotton fabric both sides 3 Wood furring a Sheathing Formwork may Hol be removed in less Than 5 days or until concrete has attained sufficient strength 5 Fabricated solid web root lo�;ts to carry bads Q420.Q.26 MORTAR ANDROUT MIX S A [b not lower the freezing point of mortar by use of adrrtixtures or anU freeze agents. Q;,100.13 RCFFRFNCF S. 03010.310 CONCRETE SURFA('E RF P� Y Do not use calcium chobnde in rnonar or grout. _ B Mortar for unit mason Comply with ASTM C270, Pr A Comply with Product Standard 20 for iurnber A Cut out honeycomb, rock pockets, voids over 1/4' in any dimension, and holes left by tie rods and ry, �y Proportion SpeCbfiCat:�n, except limit materials to B Comply with Product Stafxiard 1 for ! those specil+ed herein, and limn cement/lime ration(by Volume as follows P Y p ywood or with applicable APA Perlormance Standard for lye Its, down to solid concrete but, in no case to a depth of less than t' Make edges of cuts perpendicular to the concrete surface Thoroughly clean, dampen with water and brush-coat The 1 Type S: Over 1/4 up to 1/2 part lime per part of ponland cement of panel indicated C Comply with Product Standard 56 for glued laminated limber area to be patched with specified bonding agent Place patching mortar after bonding compound D Comply with National Research Board (NRB) requirements (BOCA. ICBO. & SBCC) for fabricate: has dried Q12QIl.� EXECUTION DIVISION 4 MASONRY 04200.31 INSTALLATION GENERAL solid web root/floor gists A. Thickness: Build single-wythe walls to the actual thickness of the masonry units, using units of 06100.14 PRODUCT HANDLING SECT ION 04200 nominal thickness shown or specified. A. Keeping materials dry at all times Protect against exposure to weather and contact with damp o' f IT MASOy� B. Cut masonry units with motor-driven saw designed to cut mason with clean she wet surfaces W masonry rip, unshipped edges. Cut units as required to provide pattern shown and to Int adjoining work really. Use full GAZU-1 GENERAL units without cutting wherever possible. 061Il0.15 JCB CONDIIjQtAS, C. Do not wet concrete masonry unds. A. Fn carpentry work to other work, scribe and cope as required for accurate Irl Correlate location c, 912DD—U Rf ATED DOCUMENTS D. Frozen Materials and Work. Do not use frozen materials or materials mixed or coated with ice or lurving, naiiers, blocking, grounds and similar supports to allow prcper attachment of other work A Drawings, specifications, Drvision 1 and Contract frost. Do not build on frozen work. Remove and replace masonry work damaged by frost or freezing. QQ1002 PRODUCTS 04200 12 DESCRIPTION OF Wo 1K E. Patten bond: Lay masonry in running bond with vertical pint in each course centered on units in A Extent of each type of masonry work is indicated on dcourses above and below. Bond and interk)ck each course at coers, unless otherwise shown. 06100.21 MATERIALSi: drawings m F. Lay-up walls A. Nominal sizes are indicated, except as shown by detail dimensions y p plumb and true and with courses level, accurately spaced and coordinated with other 04200 13 JOB CONDITIONS work. 1 . Provide dressed lumber. S4S, unless otherwise indicated. G. Stopping and Resuming Work: masonry ulength each course; do not tooth.Rack back 1/2 - masonnit lth i 2. Provide seasoned lumber with 19% maximum moisture content at time of dressing Protection of work during erector, cover top of walls with heavy waterproof sheeting at end of For framing (2 x 4, 6 8 8 Interior) provide construction grade Douglas Fir, Western Hemlock c� each days'worts. cover partially oompleTed stn,clures when work is not in progress Clean exposed surfaces of set masonry, and remove loose masonry units and mortar prior to laying B. B Oo not apply concentrated bSouthern Pine.ads for at least 3 days after building masonry walls or columns fresh masonry. C. For structural framing (4" 8 6' nominal thickness) provide No 1 Douglas Fir or No 1 K � Southern C Perform the following construction procedures during cold weather while the work is progressing: H. As the work progresses, b�ild.in items specified under this and other sections of these P g Soul e specifications. Fill in solidly wilt, masonry around build-in items. Yellow Pine with minimum I . 1500 p s.+ When air temperature is from 40 degrees F (4 degrees C) l0 32 degrees F (0 agrees C), heat sand or mixing water to produce mortar temperatures wD.1 . Fill space between t-Niow metal frames and masonry idly sol - ith monar. DFor headers, rafters, ledgers, and exterior 2 x 6 walls provide No 2 Grade Douglas Fir or No 2 Dense K C Southam Pine wain minimum I = 1250 p s i between 4e degrees F (4 degrees C) and 120 degrees F (49 degrees C) E. Plywood panels shall be APA performance - rated panels complying with requirements indicated t 2. When air temperature is from 32 depress F (0 degrees C) l0 25 degrees F 40 �C42r�.Q.+'i2 MORTAR BEDDING AND JOINTING-( agrees C), heal sand or water to produce mortar temperature between degrees F (4 degrees C) A. Use Type S mortar for all masonry walls. grade designation, span rating, exposure durability classification Identify each panel w.,- t and 120 degrees F (49 degrees C); maintain temperature of mortar on boards above 8 n a mechanicalbatch mixer. Use water clean . Mix mortar ingredients for a minimum of live minutes in appropriate APA trademark. 1 . freezing. And free of oeleterious materials which would impair the work. Do not use mortar which has begun Wall Sheathing. to set, or N more than 2-1/2 hours has elapsed since initial mixt Rete a. Exposure Durability Classification Exterior P ng. spar sonar during 2-1/2 hour period as required to restore workability. vJ Z 0 `s 1 ,Q 3. When air temperature is from 25 C. Lay hollow concrete masonry units with lull mortar coverage on horizontal and vertical face shells; DIVISION S - METALS v mpe degrees F (-4 degrees ra t r 20 degrees F (-7 degrees C), also bed webs in mortar in starting course on footings and foundation walls and in all courses of b. Span Rating 24/0 (1610 for curved members) �L heat sand and mixing water to produce sonar Temperatures between 40 degrees F (4 piers, columns and pilasters, and where adjacent to cells or cavities to be reinforced or to be filled 2 Roof Shealhirxg �. n temperature of mortar on boards degrees c} arc; !�0 degrees F (49 degrees C), maintaiwith concrete or grout. SECTION 05010 METAL MATERIALS a. Exposure Durability Classrtication ExteriorconstrU above freezing, use salamanders or other heat sources on both sides of walls under D. Joints: Maintain grout. joints arx!cut Hush b. Span Rating 32/16 When air to use fur s ?0 when wind is d excess of 15 ►right OSQ10.1 GENF6AL F. Locate termite shield at all exterior walls of 20 gauge sheet metal with a hot-dip zinc coating a� 4 When air temperature is ?0 de;raes F ( / degrees C) and below, heat sand and mixing �3 HORIZONTAL JOINT REINFORCING mechanically tyoke Ile configuration indicated water tos produce mortar temperatures between u degrees F (4 degrees Te and 12e A. Provide continuous honzontal int reinforcing as shown and specified, Full embed longitudinal G. Provide anchorages of size, type, material and finish as indicated Provide metal hangers anM vJ degrees r (49 degrees C); provau enclosures and auxiliary heat to maintain air temperature to � P Y05010.11 RELATED DLoGL1MENTS• frarrrrlg anchors of the size and type recommended by the manufacturer Fasteners m contact wrtr above 32 degrees F (0 degrees C;; do not lay units which have a surface temperature of 20 side rods in mortar for their entire length with a minimum cover of 5/B" on exterior side of walls and A. Drawings, Specifications, Division 1, 1/3 contract. Stucco and used wnh floor plates to have hot dip zinc coaling deorees F (-7 degrees C) or below 1/2' at other locations. Lap reinforcement a minimum of 6" at ends of units. Do not bridge control B. Section 03010 for concrete 1/3 masonry steel reinforcement. H. Building paper to h 15#1 Asphalt saturated Belt, coati rtorated for vesical surfaces and a r� D Perform alfa following protections during cold weather for completed masonry and masonry not and expansion joints with reinforcing, as otherwise indicated. Provide continuity at comers and wall Asphalt saturated fell, non-perforatedhtlou horizontal and sloped intersections by use o1 prefabricated "L" and "T' sections. Cut arid bend units as directed by 05010-12 DESCRIPTION OF WORKped surfaces. being worked on. 1. Glued laminated beams to be constructed of any softwood lumber and meet or exceed Fc = 24C.: manufacturer for continuity at returns, offsets, Column lireproolirg, pipe enclosures and other A. , lls, welds. s i., Fv . I . When Iris mean daily air temperature is from 40 dogrees F (4 degrees C) l0 32 degrees F f0 Structural steelbo special conditions. p.tri we94 p.s i , Fc (tension lace) = 218 p s i, Fc (compression lace = 318 p s i and F = degrees C), protect masonry from rain or snow for at least 24 hours by covering with weather-resistive membrane 1. For single-wythe walls. pace reir;:orCing at 16"o.c. vertically, unless otherwise indi:,aled. 05010.13 QUALITY ASSl1RANGE� 1,600,000 p.s.i (U B.C. 24 F-V3). Waterprool adhesive is to be used and -;H sealer is to be usedby manufacturer Units shall be manufactured by RITC licensed firm arx� .;hall he industrial rade B. Reinforce masonry openings greater than 1'-0" wide, with horizontal. pint reinforcing placed in 2 A. Latest RISC codes 1/3 Hancbooks g 2. When mean daily air temperature is from 32 degrees F (0 degrees C) to 25 degrees F (-4 horizontal ants approximately 8" RITC 110 with a Comber of 1/180 0l the span. degrees C), complelely cover masonry wnh weather-resistive membrane for at lease 24 to PD Y apart, both immediately above and lintel and below the sill. Extend reinforcing a minimum of 2"-0" wide, with horizontal int reinforcing laced in 2 horizontal J. Fabricated root joists shall be constructed o1 solid lumber or laminated lumber (3 112 x 1 tit actual hours to frig p Q;�Q14,2 PRODUCTS: size 1 and bottom flange with 1/2" structural I pints approxin.ztely 8' apart, both immediately above the lintel and below the sill. Extend A. Welding to cantors with AWS 01.1 82 of the American Welding Society. ) g plywood web Units shall be designed for slnictura! 3 When mean daily air temperature is from 25 degrees F la degrees i to 2G degrees F (-7 reinforcing a minimum of 2"-0" beyond jambs of the opening, bridging control joints where B. Rolled sections and plates: ASTM a-36, FY . 36 k.s.i., except where constraints on drawings with maximum spacing of 24' o c degrees C), completely cover masonry wnh insulating blankets or similar protection for at ep specifically noted on drawings. least 24 hours. provided. C. Structural pipes: ASTM A501, FY • 36 k.s.i.,or A53, Grade B, FY . 35 k.s i. D. Structural tubes: ASTM A500, Grade B, FY . 46 k.s.i. Q�14Q-22 WOOD TREATMENT 4 When mean dab to A. Where lumber or plywood indicated as 'Treated', or is specified herein to be "Treated', comp, daily temperature is 20 degrees F (-7 degrees C) and below, maintain masonry 04200.34 FURRIN ai AND NSULATION E. Bolls and plain anilors: ASTM A-307 or A36,Temperature above 32 degrees F (0 degrees C) for 24 hours wing enclosures and supplementary (neat, electric healing blankets, infrared lamps, or other acceptable A. Install horizontal wood blocking around the base of all locations to receive insulation at the height F. Welding rods: E-70 Series low hydrogen. with applicable requiremer;s f 'irk each treated nem with the AWPB Quality Mark Requiremerrs indicated on the drawings. Anchor to the mason with It . Pressure-treal above-ground items wrth waterborne preservatives complying with AWPB methods. nig masonry power�Iriven fasteners or expansion drives at 1 o.c. 050103 FX C. I fTIQN- LP-2 After treatment, kiln-dry to a maximum moisture content of 15%. Treat indicated QAZ00.2 P$- DUCT B. Attached metal furring 'Z' channels vertically of single piece for lull height of wall or maximum A. Expansion bolts in concrete: ICBO approved drilled anchors (Hilo nems and the following.or Ramset) Tighten to . i possible length. Space 2" - 0' clearance between channels (width of insulation) and anchor with manufacturer's specifications. Where expansion bolls are used to conaWood sills, sleepers, blocking, furring, stripping,connect wood ledgers or plates, ng, and similar conceale• .nembers m power driven fasteners at 16"o.c. provide a minimum 4"x 4"x 1/4"plate washer to tighten the nul against to set the expander. contact with the floor or foundation Q4200-21 MASONRY UNITS. GENERAL C. Install supplementary wood blocking at the locations of all finish items to be Installed to walls after b. Wood curbs, blocking and nailers located above the root sheathing A Marnufacturer Obtain masonry units from one manufacturer, of uniform texture and color for each B. Comply with American Welding Society Standards. All welders shall hold valid certilicales and have B Glued laminate units shall receive he-ivy saturation coat of penetrating sealer on all surfaces after kind required, for each continuous area and visually related areas installation of stucco and as noted on the drawings Anchor to the masonry with power driven current experience in the type of weld called for. Certifbcater, shall be rose issued by an accepted fasteners or expansion drives at 12"o.c. fabrication, sanding and end coal sealitesting agency. 04200.22 CONCRETE MASONRY UN11,5, D. Apply insulation vertically between the "Z" channels of maximum possible lengths. Apply mastic to C. The turning of now or enlargement of bolt holes is not permitted. the back side of insulation per the manufacturers recommendations prior to setting into place. D. Non-bolled connections whore the weld symbol is not shown shall be welded a1 all available areas 06100.3 EXECUTION A Size Manufacturers standard units with nominal lace dimensions of 16" long x 8" (155/8" x 7-5/8"aclual), uwnh the minimum size fillet web per RISC. nless olherwise ivJ+cated ASTM C90 04200.35 j�TF�t S, Q6140.31 INSTALLATION E. A testing laboratory shall ultra-sonically test all lull penetration welds and 20% of all partial A General bonding o 8 pedal ,,hopes Provide where required for lintels, corners, last•;, sash, control pints, headers, A. Install loose lintels of steel where shown. penetration welds. Visually inspect Inlet welds. and other special conditions B Provide minimum bearing at each lamb, of 4" for openings less Than 4"-0" wide, W for wider F. Welds indicated with a strop weld symbol may be made in the field with approval of the Structural t Set carpentry work accurately to required levels and lines. with members plumb and Grade N for general use 1 use on exterior walls above and below grade that may or may not be openings. Grout solid minimum of three block course (24") below all bean C,ul and lifted exposed to moisture penetration or the weather, and for interior walls and backup lll Ing Engineer through the Architect. and accurately MAI EAIAL2 Securely attach carpentry work to subslate by anchoring and fastening as shoe 2 G. Mbrnmum embedment of bolls in masonry, grout, or Concrete B" with a head at the embedded end Countersink nail heads on exposed carpentry wo6 and fill holes Use common wire na ia�QG 3 ►�dQBTAfi S. 04251(16 CSO 1TROL AND EXPANSION.:QI�I;Z, Gor 5'with a 3" hook at lits embedded end. except as otherwise indicated Select fastener, of site that will not penetrate memG_•� A Provide vertical expansion, control and isolation pints in masonry where shown Build-in related H. The surlaces of structural steel members which are to be welded shall riot be painted until alter the where A Portland Cement AS1M C150, Type I, except Type III may he used for cold weather construction masonry accessory items as line masonry work progresses welding at the shop or bled has been completed opposite side will be exposed to view or will receive finish materials P►ov►de natural color , Il I lydrated l ime A I M 0207 T ype S I Where slotted holes for bolls occur, the boll shall be placed in the center of the slot B Sind Framing 1 Provide stud training as shown Provide single bottom pule and double top plates 2" tr, Q4220-17 FLASHING OF MASONRY WOHK J Structural steel shall be prepared for painting in accordance with AISC Specifications and Then (, Aggregates A;;T M C 144 except for joint,, less than t 1a" use aggregate yraded with 1�0% A Provide concealed (lashings in masonry work al, or above, all shell angles, lintels, ledges and other by width of studs Nail or anchor plates to Suppon�ng construction passing the No t 6 sieve 9 9 painting with a 2 mil dry thickness of rust inhibitor metal primer Touch-up all surfaces in the field I obstructions to the downward flow of water in the wall so as to divert such water to the exterior where the paint has been damaged or removed Do riot paint steel which is to be embedded in 2 Construct corners and intersections with 3 studs Provide miscellaneous blocking a- (� Water Clean, tree of deleterious materials which would impair strength or bond Prepare masonry surfaces smooth and tree from projections which could uncture flashing Place training as shown and as required for su p l P 9 concrete or covered with spray-on fireproofing q pporl of facing materials fixtures specially t�1A50Ny1�CCESSOHIE�. 9 9 throw h-wall flashing on bed of mortar and cover with mortar Seal penetrations in Ilashim with and trim Provide conl�nuouS hc a n:ontal blocking row at mid height of exterior walls. u5,�- mastic before covering with mortar Ih�ck members of same width as wan or partitions A Provide welded wire reinforcing units prelahnc aged in straight lengths of not less than 10', with 1 Extend (lashings the lull length of lintels and shell angles and minimum of 4" into masonry ` delorm marching corner and tee units Fabricate from Cgld drawn steel wire complying with ASTM A82, with 3 Frame openings Nits Headers beams columns or posts of multiple 0 p!e members of size _- _ each end Extend flashing from a line 1/2" in from exterior lace of outer wythe of masonry, wickneed continuous side rods and plain crus, rods, and a unit width of t-tit" �0 2" less than eathrough the outer wythe, turned up a minimum of 4", and through the inner wythe inner quantity as noted on drapings Set haders and ebearns on edge and support as note tr ickness of wall or partitions hdn w�din of slu!.,s L xlend full nei :.iud rjt,t of wdi! al each e.)d of header wylhe to within 1/2" of the inferior lace of the wall in exposed work Where interior surface t Truss type fabricated with single pair of 9 qa side rods and 9 ga continuous diagonal crossriot less I - of inner Wythe los concealed by furring, carry (lashing completely through the inner Wythe beam roads spaced riot more than 16" o c d Our O Wall Standard and turn up approximately 2" tl National Wire Products Corporation Slandard 3 SIAI FAC IF C C 11 I r;t Tialra ,: :'h OF zl; I r IF THIS DOCUMENT 1.S LESS ?Jt Iltfllll tll �lll III Illxlll III SII til Ill ?1T�iT TT 1. . 11. I�i 111 l�l III III r�lir� JI Ili III I I III III III III III III III I Ill � ill ' I�Iior IIII ! II Illllll ill III VIII I ' A r� LEGIBLE THAN THIS NOTATION, I 1 I I 1 2 I I 1 3 I 1 4 I ( I 1 6 I I I I I g I it 1� APRIL- 23 994 r I T I S DUE T 1------. � �1___ _� __1_ ___1_ _ _.____ O THE QUALITY OF - THE URIGIN4L DOCUMENT. - ---.-- _ _ _ _ _ _ _ Z ! 8Z 1Z 9�Z 9�: 6Z £Z Z TZ OZ��1111T LT 91 Stl1 t £i Zi it 'iI6 8 L 9 9 ib E I Z T9iNt3N ti➢ - - --- IIII IIII IIII III. Ilii Illi .III IIII�IIII IIII�IIII IIII�IIIIIIIII IIII IIIIIIIII Illtillll IIII�IIII 111111tI�I 1IIII�IIII IIII1II lflll1llll�llll Illl�llll Llll�ll_ TT-TTS► ��i�►I<�. 1111111111 u 1IIIIIIIIIIIIlllIu��Illl III IIII IIIIINII -I i a Headers and pods to De nailed urns at ~nail members Naas to be of sufl►cient Inter kir grade plywood or 454 particle h:Cta��u1 rn,rrmurn ;�4" lhsci�rESS serhgth Io penetrate all rnempers nail brn oborn sides wnh two rows of nails on each oEi92-22 CONNECTORS. Purpose Type (nigh prescurei Glast�; .am ladle o rah Glossomelar ralinq 07310,13 JOB CONDITION 039' thick, General Pu p � � , Side arid space rhdits 12' o e stiaggered oval lengths h All Truss connector plates shall be manufactured from only prime Commercial quality galvanized lengthwise of 6.•2 A. Proceed with 1`0011/fascia application only aper substrate construction and C Joisd Framrg sheet of no less than 20 gauge (0 036`) thickness which has a nMntmum yield of 33,000 P S I and a 3. Fabricale counlenops and backsplashes as single units 1 Provide Irarrwig of aces and spacxg shown Install with crown e � ng penetrating work have been completed. of each mernper with lige p and Iuppol ends mwwnum ultimate tensile sirerKrih of 48,000 P S I The corrosion resistant coating shall be 1.25 oz G Prehnished Panels B. Procured with with m ascia application only when weather conditions ars in gist harhgerb of 1 tit' of bearing on wood or metal arhwor 3' on per square toot. commercial r•lass, incl dipped galvanized or equivalent All Connectors shall 1 Fiberglass Fecnlorced polyester panels 1l8- Wick with pebble grained finish and rnhtching compliance with manufacturer's recommendations and when substrate is masorvy where appl►cactle Ido riot notch in rr►iddle third of prsis, hal notches to tib oepfh corhform with design specrlicalions for light metal plate connected wood trusses by Truss Plate PVC moldings d post. 1/3 a crinia Ootlom n; tb not luxe lholrs ►anger than tri depth of gists or Locate closer than Institute completely dry. 110p2" Iron ute H Provide nails, screws and other anchoring devices of the pr,-,pe( type, sire, rnalerial an, Iirnsr to 8 Each plate shall bear ft stamped name of ss marxtaclurer winch shah be the same as the company application indicated to provide secure attacnmem, corr-ealed where possible 07310.2 IMPS 2 Profxx' adl rod brats are to have 110 holes cut througtl weft in het fumishing the engineered truss design !1 11nsiatathon d Plywood C Where Held connections of truss subassemblies are necessar;. special nail on splice plates are 06200, L"ll� t IrWW Wool sheathing with pace gran across SuQports using panels continuous over 2 or ecce able, the late sizes and07310.21M�I9LRQOffiQ MAI1H1AL� pt providing truss p positions are shown o,� the truss engineering design asA. Metal roofing shall ba minimum 24 gauge, G90, hot dip zinc coated steel ►Wore spans wth end jolts between parieto staggered and located over center of s�tports approved by the Inrss plate n�anutacturer. � � Q.524.Q.�1 as holed on shear wall scfhedule Provide edge blocking as noted and support of sheet per ASTM A-448, minimum grade CO, smooth surface pans with unaupporled N edges with 'piydips' elsewhere Use nails as noted on shear wall 06192,23 FASST NERS AND MJCHOR � i A Discard units of material which are unsound, warped, boaved, twisted, or loo small to fabricate work standing seams minimum 15 inches on centiir, but no more than 18" on B Install the work plumb, level, true and straight with no distortion Shim as required using cxtncealed center. ' A Provide sire ,aid type of nails, screws, bolls, nuts, washers and anchoning devices as noted on the shims. Install to a tolerance of 1/8' in 8'-0'for plumb and level cx,untertops 1. Contractor may obtain pricing for TR 100 Series Standing Seam 2 Instal wall O*athmsirg hll dically with long�g parailwfl b and oeniered over sbrds Provide drawings g void wood 4lockiiig wtwmvw end pelts do nof boar algae si traiming sols or psyes Stagger C. Scribe and out work to til adjoining work, and refinish cut surlac:es or repair damaged finish at cuts Roofing System from: hOfUOntO joints. Nail to each support around perinteler all edge, and supports and at Qfil�a FABRICATION: D Install tnm with minimum number of pints possible, using lull-length pieces. Stagger joints in LCt,1luitding Components Inc. ctawmmcials Mdjacert and rela-ed members. Cope at retums, miter at oomers and use scarf pints for e�'hd-to-end 1-800-689-9324; supports iota haled on shear war s�fiedule. Use nails as Holed on shear want A. 111 onus members shat be acouratsy cut Ie• lerigtth, angle and True to line to assure light pails ler gilts. alternate supplier is Berridge Manufacturing Company sctmdulrh. finished truss. 3. Allow tri'open space betwioen edges and ends d adifaoert parhels ler at sh* E Anchor finish carpentry work to blocking with courtersurhk, concealed fasteners and blind nailing as 1-8Uf'1-231-8127. a1R"n9 B. COnnwW Plates shat be sirullaneousiy prKWO irilo each side of tinct ails us required for a complete installation. Use tine finishing nails for exposed nailings, countersunk and B. Asphalt saturated felt underlayment shall be 30 pound density. p using a rreninwm E Glued l aoirtirtebd Rearms: vertical pinna"d 50 brie while al truss moliilbers are tightly damped to sjoecial jigs. liked flush with finished surfakxl. C. Attachments stems/rhe t . Irtas■a h mntlpiartoe wain RITC 1Ib`9tarhdrd The 2 t�essals cru not b Oa in jhtla hbtttry 1Mrwr Coritarticsjion- C. No open pinta wthich depend on stfflrwiss of the metal connector plate to transmit stresses not F. IrialaW Y thdds and accessories as specified by manufacturer. exospl for tastoW drging and atlter minor prefiriishod paneling in aocordance with manufacturer's instructions using the manulacturers D. Finish 0�g• No bpm flkbg�s will be allowed, adhesive, dips and suggegad nailing. Install division, comer and edge moldings; as supplied by 1. Fug strwVth 'Kynu 500" - fluoropoiymer coating to match Sherwin lao�ae alis b M>fu t.�tb in twit 0. No watt~or knob OVA enter the pine or aamtrcabn under Ow nal plate. design of paneling. WiWams 'Ming Red' SW 1588 or own ' F• IiMaotlr+solw Mhstaban: parriirig marwlacturer ler color and owner approved substitution. edE No mm in one (1) live knot of a size tpedtiad and sr oo gra mark will be (; Anchor Cou!�tertiops sackudy to base units and cher support systems using concealed scxews. Tap side film diicknoss shall be .70 to .90 mil thickness over .25 to 1. Ttllirttttt�e dUeld b be pkrn0frd b A MnldaDr bpd toesfNons and set in a Dec d baurtrn w Ictal DeC:�+eert lis two merrtbars YMed all a Seal pint between baicksptashes and vertk:awonzortal surfaces with oonlirxuous silicone rubber .31 mil prihie coat m vide a tool d Cerwartt. F. Eads Mute SW be pennenerilly stamped wit the nwo and address d the Muss labrieabr. sealiti. pro dry film thickness of .95 to 1.25 2 tlAa0 l r d A M 5 Lmk*V i"r liner be�d h01bwIN b all a ■/f m b fiscal we G. Fadi%="be dearly nuked ardor F&Zpd indeId'Q P06M d Pick-up.up. mil. Bottom side adman be coated with a primer of dry film tihwkness lk kltyisra d 00 bl Rft pups►:`hr be appiled to r hoop o w at/lam H. Al buom shell be bided bgetirr!or il*imert. To the job ske. X032 equal to .26 mit. Fiiihitsfh shay conform to ata tests for adheriion, b ictal~•ekr000 IVW'L AN flexibility and adherence sa specified by 'Kynar 500' finish applicator b�i0 IaPw Is b les IRlped t'al etllgr and ends Wirt rlaie l Ytrf111e mires d Mr0 umfts shat be maaed b� tater from bout sides with two rows d nails on each spall roplace damaged and detective finish cMrpimrhtry work wherever possible to eliminate but no less ttiarh: Ill e'OZ al of studs. side d top, bDSXn and mansard chord ttpi�Old 12'o.c. staggered trier length and one row at 12- A de pal r ire xlaMy turd visually. I D111MAi0lfl t - WOOD AND oz'each side of web molt,«s- a. replacement or restoration if color fades more than 12 NBS PLASTICS J. IlAtr�1M Muaaes d three units shat be toted t B. glean finish carpentry work on exposeu and semi-exposed surfaces. Touch-up shop-applied mensw diord ant oris eacth web. of nor with 12' M.B. al 24 o.c. for Ariisitss b restore damaged r sated areas. b. roplaeement or restoration if Installation urface chalks in excess of a l top,botlorri and units witbnirh 10 EREEABRICATEn W" TIR ES number 8 rating within 10 years from installation date i 1 Qfi192..1 �l�'� DIVISION 7 - THERMAL MOISTURE PROTECTION C. repiaoeriiorit or nstorabon with appearance of finish cracks, cfwdw lint poets within ZO year: flash ingsKstion date 1 � 1 DiVISiON 7 - THERMAL AND MOISTURE PROTECTION i A r -- - i f MJJL Titaness Noted Pior b erection shah be set in vodkW position with support at .hal bearing points 07310,3 A. n � ' iP,Ott.Ohiiiori 1 old Contract. and braced to okWrm"unusual bnadrp or tipping over. - B. Corton dritlditgs ler poi« wig urnifi arorequired truss piddle with mhirhirn,m B. Al bartdlrg placed on truism sr the labrtcattors plant shat remain intact untl insalattdn. SECTION 07200-INSULATION 07310.31 kNSPECTIDN Maribor OF TRLMSfvL A. Roofiirwulw must exarnirme substrate "te conditions under which doeipn Qfi06192-32ng 07200-1 GENERAL metal work is m be performed and notify contractor of kriaatitfactory - M�12LIZ A. TnMeee sfiart be clod h ions vertical poaillori with extreme care being taken to eNnwmate Iiorfzonlal condickme. bending wi ddl would damalge truss irtlegrty. 07200.11 R ♦ D , fME,14M A. PnMalbritalssd ptionor slrtuetral :nib oorwisllrig d instal phos oonneciors and dimeraiort lumber 8. A spreader bar shay be used to Will the miss with the minimum length being one-hall ttw truss A. Drawings, Speciticatiorhs Division 1 and Cortraa. 07310.32 PBEPAAATION OF 1B� ATF aaaMtblsO prior b deairery b ft)ole cis. Types b indads: and other, adjoining work to t. Isnplh• sling lutes stinal Corirtect verticaiy downward from the two ends aril the mio-poinl d the A. Coordiiaae irvi.tal{ation of system with flashing Top 00,49 X111(5 spreader bar ptnovidhtg a Three point pick-up 0 T �A�f GNG>�D iaE�i�7 C. IrtatsMstian a the trusses shah be n QZ2ll!?.12 DESCRIPTK'�l OF WfJRt(: auun proper sequencing. oomplet by experienced craftsmen following suggested A. Extern of anal latbn work is shown on drawings,be generic names or by abbreviations. Applications 3 N.4T, WM&NAMq 7t7P/WZ{ 0&44405 guidelrws d the Iatxrca-or. Anchorage indicated on the drawing shall be Completed as the truss of insulation Specified include Itis btowirg; 07310.33 INSTALLATION iniftarfion ptogrfesees. A. Cori%* with MtstnictIon and of roof marluffictunr ofte"t 1. Foundation wan insulation. j 2. Blanket-type building insulation. B. to eKtww ply aline iaU" ofn 30/ifs o �� a��. Lap Preceding course vertical 6' in"mum and rad ends (horizontally) 2 112' minimum. Fasten all edged with nails at 6' on center. C. Install flashing at intersection of gable roof and knee support ,nrailllcontin �! s) as well as at mfl edge(s) parapettfascia will. Extend ashkV a mirtknuirn of irx�»s. of �- D. Install metal roofing system locatig seams in adjacent roof planes to meet ��yy at ri J0fi*/coroner or valley conditions. Trim roo&ig Panels as required to fit . i roof diri anisli ora but rtmaintlaih a "am spacing deviation of maximum 20% in 'ny 2 p+whNs grid a maxinwm 10% in any 2 adjacent panels. No horizontal joints are perrnktiid In length of panty in any one roof surface. Instal meld roofrg aooesadriss dint trirtt D. Trusses shat be trial slraighl and pturrtb using a w ' line between lD�. Irh flniMh to match roof patnrls/aoame, as t 1192.11 _ each braoirg,and��1Q �y. ►hn0 s�uppoAe and a 'level at rogthirrd m finish inst!aMatiori h weethor tight martrier. � A. The design aid labricallon ctreorte of ge hrirood Nusws Sher merit wltli 140onai 07200.13 - .. LL ler SYeee-13rade Ltnrrther .rand b FProductsE. TwnP�Y bP chord lateral brsdng Mall be 2 x 4's laid flats all quarter points Mang the WVM d itis A. Do not show inaulatbn materials b become tiwM, eoYed, covered with be or arrow. i LL aelrroW by NaImn Forest w t d the Nrrtporary bracirq shall progress with the iriaiaMatitxh d the pemwneril nrr>ufallLMIrS for handling, sbrage and protection during Installation U AeaOfr>roa �d rawlsiortp; 'Tlnbar Camelr."t2iori Staidirds' ltyr Anwrrcart ktWtrte d Tlntber C psltast nrvfs m ) irissant r tl Mia- spmemcalaras and ail aril relarerir�ss ware set F. Panraatlart bottom dim iaterd nil b M:II IrhZrob braCing shtM be 2 x 4 laid Haat all bCalioris iridfcated on tlr drawings. Qj � DIVISION 7 - THERMAL AND MOISTURE PROTECTION L BTits The boMom Wel*V Is b be Wd perpendicular to ate purr d the Muss and irrtaled on the top of . tflfbstloalor altitltt ba as eata6asltad Ornt regursrfy Irtvolvad ti ertglrtaarktp aril frldtCatlort d aw ba-m -dimd wth 2-160 nails alleach triads. f^ "a UMses m4�and subaatbe b Tares Pbft tlrtelbrlls(T.PJ.)h-Plitt kUpactbr• G, Concent rseed load, shat not be set slop the trusses until the �� SEGININ 07510-BUILT-LIP 80OHNG SVS'TEM vs . oospletion a tints perflnarrnt t�igid irieurattort b t»extruded rm 1 shah ltd be placed on the roof until the instalalgn and final naiing d the ontire rod A. POkf9t WW Plastic board irmulatbn with integral high density skin; minimum 30 p.s.i. mu strength; k-value of 0.20; 0.1% maxim water absorption; 1 A. DesWo d pill".. ka+rAber and cortAflio gasar to be in - X11 im-nl taritiil rtruwltua e appd aaas tg him been oorr�mbled. menufactiumes standard logo and widUns. 07510-1 GENERAL 1 acet�at by kmW cede atraorttiertDIVISION 8 - 1111'OOD AND PLASTICS 1. 'Styroloarn Stili'by Dow Chemical U.SJ1. 8. Raptlrtfe a BMW silt sa Iftcreaee Ins pawh�sd for trulaes?t O.C.(limber on". 2. U.C. iric>ustriss'Foati alar 400". 07510-00 RELATED DOCI C. Lin bfad def o Is A be ler a wkdm awA 30 PS-F. (20 P.S.F.wAterls allowed bybtMl itjpdN v t B. Mineral/glass fiber blank~ Insulation to be inorganic fibers formed into flexible resillent A Drawings, Specification Division t and Centrad. 9=Wbemr'tas w4iked by led coda alaworliatt• I I ClasrtiCr O*OMW bed r b be et>l0 b blankets; MrisNy as iridfcatiaid, but 1.0 pound minimum: lit-value of 027; rrmarxuf ai:turer's standard be bed lengths and width~ as required to comidinaite with spaces to be Inaii.4tod; Type III, reflective 07510.12GRFTENQEWORK D. S;laokag lobd ell tilts drawings r b be wtai+lalrlad dart akrttki[xvm lel lacing with ktegrad nating Ilarges,name spread ra+ V d i5;R•19. A Install buW I daafga CirOla�OfM t9eaaid Ori 2'-0 O.C. �' .1 �,. B. inaW nAOessary, Stteetsrtirllal fliis11ir1gS. pipe and �fidut fl83111r1gs, pitch I38rtS 8r1d Ostler r ystem form base flashirigs. E. Dutaftn bead irtc111eeae of 1t'9%mv&1turhl kw tlflON oMtdilbrls b pefnlbd(krifW and oorntlMn 0620011 ne0essary of ane roc �� items as Ilrq syttlem. kkAmive)• A.l Drawings.Spedlrcalltrorts .Division 1 and Catrocd. QZ2QII,31 MaGim 07510.13 Daaecfson b be billed to 11240. 11620Q.12 _ A. Installer must examine substrate and eorMtion under which inwlation work is to be performed and A The roofing eontracbr shat be an Owens-Corning Ceftifisd Roofing Contrac,.Sor at the time „ mi 22 1 s A. Finish carperary inckK%s carpentry work wthieh is exposed to view, and is non-structural. Types of must nalry Oertra lior of unsatisfacbry conditions. of bi k*V. A. Two copies of Mr CwoWitildti p drswMigs and Mnxiaural cbbarleYons WW be lorwardad to the finish Glrpenlry work in this section include: Region Conota al m 0eprbrnenl Ion psrtnartart On. The lortti* itiamrbn is b be noted on 1, Iiderbr Ileum. 07200-32 B. Provide Hoof covering rtmrtterlMrs bearing UL labels wkh fie exposure 'Class A'. 00 Orawrlg and caaWratiors. 2. Plywood sidling- A. Gerneral: 07510.14 1. Ntlr W salad odit regblralton nuns beir of a 10a11ea t tlArlas3ural engineer. 3. Plostic Iarmirialted eouterfops and backsplashes. 1. Comply with!tianufackws knftxdbns for particular conditions of k*WWion In each case. A Hands and sore roolirg System ilinta"601t only when weather candltiDns are in 2. Extend k>sutstion full ttli*no=as shown over ertire area b be insulated. Cut and til lightly eeoordanee with requirements and recommendations of manutacturer of primary roofing 2. Masala and fabrkan n uilllta 4. Wood shelving and cabinets. around obstruction, and lit voids with insulation. system matert�ils. 3. 1s11slltti cortrhecfors:nArtula4urer,site,Oras and bcation. 5. Pnefinistied paneling. 3. Apply a tiirigte layer d Insulation d reviuired tthickness, unless otherwise shown. 8. When adverse vveattier 4. Limibsr grodkng lar each rrierrtber. Coridltiorts or other oonditimm make roofing system kWalatkxm 5. Pwdt.tlpe n and spacing of trusses. 6 Design lbadrig aril aloii►Mbb illi sfrses increases. QS2,fl.Q.13 PRODUCT DH_-ay-t=RY_STORAGE ANQ riANDLtNC•; B. Perimeter Insulation: unadvisable, and other wk must not be delayed by roofing delay (as determined by Ilse 1. Set units in a000rdance with rnan,lach"es instructions. Contractor), provide temporary roofing. A Protect 1Srhieh carpentry materials during transit,delivery. storage,and hanhdifng. 8uildrig Insulation:7. Terllabnor C. General 1 . Apply paper slip sheet then two(2) piles of Parma Pty #28 with inter-ply as>tttpetsiah brae for each rrmertther. S. Butdehg sin and address. 1. Apply itmsulatbn units to substrate complying with manufacturer's recommendations to stopping and coati M Penna g. ng mug a-sphait. Anchor to substrate so as to A. Installation d asteria finish adequate (temporary) a,^licr �� Arid iareCtlOrh insthvctioriS. provide permanent placement and support. carpentry materials shalt not be sta;ied until the building is weathertight 2. W v IhPort' age and facilities removal aril dean-up. and wet work Inas been completed in installation araas apor barrier to warm side of construction. Do not obstruct ventilation spaces, except 2. Remove temporary roofing (completely) immediately before installation of 1 06122-2 PRODUCTS for lirestoppi lg. permanent roofing system. 8 Installation of all finish carpentry materials shall be done so as the coordinate with application of 3. Provide continuous support of insulation to maintain position between trusses at to top �� finishes without undo exposure chord elevation. 07510.16 A Submit two 2 executed co A At lumber used Shad bear a grade-mark stamp indicating type grade, mill and grading agency All Qs2.Q9.2 PRODUCTS ( 1 pies o, a 5 year 'Roofing Guaranty', Covering work of this DIVISION 7 - TIIEIaf+IAL AND MOISTURE PROTECTION section , signed and cmuntersigned by installer (roofer) and Contractor. Dale of warrant•, top and bottom chord members d each truss shall have agrade-mark in place upon delivery to 11'ne is the date of acceptance of the work L• the Owner. Pr fob site Q6200 22 MATERIALS p y e Provide Owens-Corning Fiberglas 13 Mintinum nominal lumber size to be 2 x 6 with top and bottom chords sized target a, r ! ge squired by A Nominal sizes are indicated, ext pt as �hc, n by detailed dimensions Provide dressed or worked limited product warranty for a period of ten years. Provide as an oplior. Owens-CorningSECTION O?�0_f+,nFTa� R00�lN ��STEM Fiberglas material and labor guaranty for a period of len ears. The ! design The mrwrhum lumber gradirhq acceptable to be and dressed lumber y g-,aranty should ha, 1 lop Cli crd No 2 -KD15 - Southerrh Pine or las Fir - larch MC15 an unlimited penal sum of condition from the manufacturer ! Doug 13 Provide kiln-dried lumber having a moisture content not greater than values required by the 2 Bottom chord No 2 -KD15 S:•uthem Pine or Douglas Fir Lards MC15 applicable grading ntles SaE��1 .1 Mansard Chords No 2 - DK 15 Southern Pane or Douglas For - Larch MC 15 C Lxtenor Inm to be "C Select' 1IWP-Choice) S4S Douglas Fir or Southern Pine Q73n>> RATED DOCUMENTS 0 2 a Web Members No 3 SDry 19 Southem Pine or Douglas Fir - Larch MC19 P cir16rior i Irvoot; to be fir. spec�a: extenCr grade wi:h 311 heartwood 'ace veneer and rough sawn C Hem Fir lumber is not acceptable species of lumber fer chords or web members texture f 4PA 303 sidsngt A. Drawings, Specifications Division 1 and Contract. 07510.21 MEMBRANE MAT R ALS D Nr, IurntAr, shall be used that has a slope of grain exceeding the standard t' slope to Fi run F Shelvwq material B. See Section 06100 for building paper. A. Slip sheet to be red rosen-sized paper. 5 potiod; Der square E NO dr ad kr>olr srali be accepted in any lumber A A interior grade Dou^,la< <ir ph,rnrood will, srtlid vrcwd edge band (exposed eddesI B Ply sheet shall be Pelma Ply R, asphalt impregnaled ccnl,nco rs strand class liber ma 2 S 073��2 E �.�VVD9iK ccmp!ying wil`' ASTM 02178, Type `.'I, babies 1 e -Clear' S4„ Loi�t,la� f it or So�th.�ri ! ane D SCRIPTI N F ournHnoc ano i3;,cl.sc.laslit!s A. Extent of metal roofing is shown on drawing and hereby is defined to include C Base p!v to oc -3C,rr"a i a;b dsp!td,t c .t:r roofing system employed as weather protection for walls as well as roof. coniplyl.,19 will, ,S'f-! D 1;J; l yne d 1 Type of metal roof application cified include: 1 . Seamed metal roofing , -n 1 s 2 Seamed metal fascia pi. system k sW PACIFIC I-I l rel-flair:,F, '7 OF 4 "' � h � • 01110MMM MOWN /4 liz IF S DOCUMENT ].S LESS Til Ili III(III III III III III III III III Ili �T 111 iii 1�1 T ill illllr �I ! II III I I III ! II III III III 1111111 III 1111111 ' I �IIIII ! IIIIII IIiIII 111 III iIIII I '' LEGIBI E THAN THIS NOTATION, I I 1 1 ( I I Z I I 1 3 4 r I I I I I I I I APRIL 2 3 � fit A IT I S DUE TO T _ _1�L -� 1�I 9 9 4 HE QUALITY OF -- �� THE ORIGINAL DOCUMENT. _ ____ _ __--� Fmo, GZ 9Z Z �E7, �Z Et iT _ T 8 8 I I9 I 4 it �EIIIIIIIIIIIII1111IIIIIIII11111111IIIIIIIIIIIIIIIIIIIIII�IIIIIIIII1IIIIIIIII�IIIIIIIIIII�III�IIIIIIIIIIIIII�IIIIIII I I �I III IIII�IIII�IIII�IIIIIIIII�IIII 111111111 lll lll� �lilllillli. 11Ullllll II�IIIIIIIII 11.111111111 I' eat�a>r n ("al) sheet 10 bib Perma Cap, heavy weigh, k31ass liber trial with asphalt coatrnq ani lacic,,ry lass 24 gauge galvanized srierit metal. titr;rd doors arid Irdmes at Gu idirig ;rte under cover in applied opaques mineral granules lwnrte) -onrplying with ASTM D390S H All drains to inciude a mromitim of 30" square 4 Ib lead sheet 'Mahal shat! be primed on Q'uQQ.3T IN5LALLAr14t��iE%l:��lE�►AE��1TS" pori c.al posoicin Piace un t!, on r.-coo Silts ano ;,roiKJd spacer., no-twee,1 :.i~n t.ni1 E HAUmen 10 be PeirnaA,{op rnodrhecf ashhdlt rx�mpty ng with rhe latest revision ��! 4S i kil both socks and allowed to d nor Io embedment in flashing cement. dry P 9 A Comply wrlh manulacture's ;nstallation instruction and rHUommeriaations. arro r��it•i `!rust Mdtat kilo! specahCation as iolklws I. Parapet walls to be covered using the following method Mecnanrcdlly fasten base ply Air Condition Contractors National Association "Archtleclural Sheel Metas M;,nual Aw_hC.r urn;S ol r r r using '%caller nail method' from lop. of parapet dowry to metal counter flashing Ernoed work securely in place, providing for Thermal expansion of metal units, u)rweal la;tuners Ashur.; PkormaMop mdnulaclurrKt by Trumbull Asph;jit one ply of Perma Ply R in hot PerrnaMm op onto base ply, cover with Perma Cap etwd in possible, aril set units true to lure and level Install work with laps, limits and sums ollich will h•r 151-'!x.21 MAILRIALIa, hot PerrnaMop using strapping method. Nail through wall waler proofing plies with large pemtanently wdlertight arid weatherprr,,i1 A idol rolled steel sheets and strip to to commercial quality P_lQ�dlll@5 Min IAds I�I_dt:!JM 5 !read nails a maximum of 6' o.c. at top of parapet wall. r1 Cap flashirujs are Io ba set in a thick head of mastic sealant at it; %mice prate carbon steel, pickled and oiled H Cold-rolled steel sheets to be comn*rcial quality carbon steal Weathering cycles 175 ASTM D525' 075 10.34 14i�S Q7�4Q_ CLEANIN;lAND pROTECTION. C Galvanized steel sheets to be zinc-coated carbon steel sheets of oommerc,al quality Application Temp ( F) A. Install accessory items where shown of specified, complying with combined instructions A Clean exposed metal surfaces, removing substances which might rause corrosion of metal or D Fabricate supports and anchors of not less than 18 gauge galvanized sheet steel Typical (t 25 cps) 3 4 5 395 ASTM D4402 and recommendations of awAssory manufacture and primary rooting materials deterioratior of finishes F Inserts, bolls, and lasleners to be manufacturers standard units except not d,p galvanize nein% to manufacturer. be built into exlenor walls Sotiening Point ( F) 21 0 225 ASTM D36 B. Locale and place sheet metal items plumb, level and in proper alignment with adjacent DIVISION 7 - THERMAL AND MOISTURE PROTECTION F Shop applic i primer to be rust inhibitive enamel or paint suriable as a base lot specified fin',J, work. Flash Pbini ( F) 252 625 ASTM D92 Form tight pints with exposed connections accurately , ted together. Provide reveals and paints openings for sealants and joint fillers. SUMQ!>� -MO - JOWL SEALE`� Q810Q� E�RIGATION. Penetration, dmm ). Anchor flanges to substrate at corners and a minimum of 4' o.c. along the length. Cd) 32 ( F) A General 6 ASTM D� E Provide gaskets, sealaril and fillers as the work progresses to make the installations UND-1 GENERAL 1 Fabncale steel door and frame units to be rid, neat in a .e and tree from detec 0 ;i 5(F ) 15 35 ASTM D5 wealhertight and sealed. warp or buckle 'g ppeara. . ts ( ) 9 0 ASTM D5 0900.11 BELMED UQCIJMLN 5 2 Fabrtcale exposed Iaz;eS of doors and panels from only Loki rolled steal 0751.0.,U MMELMN I A Drawings, Specrticat►ons, Drvision 1, and Contract 3 Fabricate frames, concealed slitfeners, reinforcement, and ed a channels, from either Dkxt*ty f5 77 art 6.0 ASTM D113 A. The installer of roofing shall advise Contractor of it:W amended protection during cold-rolied or hot-rolled steel (at fabricators option) g Q75__ 10 23B&S remainder of construction period. 079.00.12 CLBIPTION OF RK: 4. Fabricate extenor doors, panels, and frames from galvanized sheet steel Close top and A. The applications for join) sealers includes the following bottom edges of doors with flush channel as itirlegral pail of door ormstnxdion. A Aunt Raarfw*g osrnertt ooh b ASTU D2-1322 Type ype I or II, t. Expansion pints. 5 Ui:ress otherwise indicated, provide countersunk flat Phillips heads for exposed screws Prebnrtnrd sdpre strips to be asphah impregnated organic fber insulation units, molded DIVISION 7 - THERMAL AND MOISTURE PROTECTION 2. Caulking compounds. and colts. ID br 3-1/2' x 3-1/2" x 45 degrees cant steps. 07900.13 JM CONDIT IONS, B. Finish Hartiwauti Preparation: Q7S 10 23 1 . Prepare .loons and frames to receive mortised and concealed finish hardware in accordance MMUIEW SECTION 07� - SKEET METAL AAD ROOF ACCESSORIES A. Do not proceed wirh installation of liquid sealants under unfavorable weather conditions, as with finish hardware. A Ztrw-CO lad 8113611 to be hot-alp galvanized; 0.0359' thick (20 gauge), except as recommended 2. Reinforce doors and frames to receive surface-applied hardware. Drilling and tapping for 01h191rYlee �1 rFNFRAL 07900.2 by marxrlacturer for installation SCIsurlaoe-applied finish hardware may be none at project site. 3. Locate finish hardware in accordance with 'Recommended Locations for Builder's QZ�l-a.Z! Q u RELATED DQCUMENTS: Hardware',pubtishsd by Door and Hardware InstAute and local nodes. A t:onlpiy with rrquill'sments of 'C4 penW section of these A. Drawirps, Specifications Division 1, and Contrad. 07900.21 MATES_ spedficatbns for Hailers and C. Sh ap Painting! ollm hood members. B. See Section 06100 for temtAe shield. A. Provide colors indicated or, it rat otherwise indicated, as selected by Owner's Representative from 1 . Clean, treat and Faint exposed surfaces oI steel door and frame units, including galvanized B. Provide arlflher y' oiarro0w nail Wards or 1-3Ar diameter by 30 gauge Stasi metal We C. See Drawings for roof hatch. manufacturer's standard colors. Select materials for compatibility with joint surfaces as surfaces. for nalb used to hold sheets (left) of roofing. recommended by manulacturer for each application indicated. QJ600.12 DESCRIPTION OF WORK: B. Silicone rubber sealant to be silicone rubber-based, one-part elastomeric sealant, recommended 08100_23 STANDAR^ STEEL D009,%47510.25 A. The extent of each type of roof accessories and sheet metal work is indicated on the drawings and by manufacturer for exterior joints. A. Provide metal doors eg4_I to Ceco Regent for lull flush type design with 16 gauge skins and A. Cordorm wo* wh h dooft shown, and 4wilh •Mdhilectural Sheet Manual' by Sheiat IMetal by provisions of this section with the following work specified herein: C. Expansion joint to be one of the following: stiffened with on-piece resin-impregnated full honeycomb core. Top and bottom channels are to NO Air Con idonift Conitrac mm Natlonai AgIflodatbn. t. Metal wad cap. t. Resilient and non-extruding type premolded oork units. be flush. e. Pre4bricatls units as hdcatad , or prcrvirle standard manufactured units complying with 2. Gravel Stops. 2. Resilient and non-extruding type premoled bituminous impregnated fiber board units. mgWmmarlta: tebnicsla from spikes metal khdiciffW. 3. Fascia Cap Flashing. D. Sealant backer road to be compressible rod stock of flexible, permanent, durable nonabsorptive 08100.24 STANDARD STEEL FRAMES: G Provkle 4' wide IwVft for setting on membrane w/ooncealrnenf by oornposmon strippingmaterial as recommertW. by sealant marxzlacturer for nompatbility with sealant. A. Provide 16 metal frames for doors and other gauge openings, of eines as shown on drawings with 07600.13 jarLCONDITIONS: concealed fastenings, unless otherwise show. 07510 EXM MN A. Coordinate work with interfacing and adjoining work for proper sequencing of each installation 07900.3 EXECUTION 1 . Fabricate frames with mitered oomers, welded constitution for exterior applications and knocked-down for field assembly at interior applications. Ship wekiad frames to site with A.Qj�l d_31 1� �,2 PRODUCT Q�,QQQ,3.], MANUFACTURER'S NSjRUCTIONS: removable steel spreader al bottom which is not to be removed until oomptel�on of wall The A. Comply with manufacturer's printed instructions except where more stringent requirements are construction. apPMcatbn on anti Part d Ihhe roiling system shelf not be started until eller all other 07600.21 SHEET METAL ATER ALS: shown or specified B Form exterior frames of hot-dip galvanized steel. trades haw oorttpiMed work whld will require them and their equipment to traverse the deck. A. Zinc-coated sleel to be commercial quality with 0.20% cooper, hot-dip galvanized; 0.0359" thick C. Provide two(2) silencers on strick jambs of single-swing frames. B. The appIr-tion of thio new roofing system shall not proceed unMl ON urrsatistsdory deck (20 gauge) except as otherwise indicated. i Z 0 F_ i Q I aonditlorrt have b66n corrected and approved by the owner. B. Matic sealant to be polyisobutylene; nonhardening, r10rtslcinlning, -nondrying, nonmigrating sealant. LL i Q Prior to fie beginnig of mo Av operahons, d deck surfaces shah be sic freebf dust, Qj�Q.32 JQI i.PREPARATION: epi C. Provide sheet metal cYps, straps anchoring devices and swlnilar accessory units as required for FXE('t 1TIl')Pl ♦ � dift, debns, aept nd kclean of foreign material and obsi►udbn other than molen tools instaLation of work,maicfrng or compatible with material being vislafled. A. Clean joint surfaces immediately before installation of sealant or caulking compound. Where �� V NW aqe- No rooting operations slut be eoiducted when water In any form is required on masonry construction etch concrete and masonry joint surfaces as recommended by 08100.31 INSPECTION: UJ present on fie dii k such as rain or dew. 07600,22 FABRICATED UNITS: sealant manulacturer. A. Installer must examine substrate and conditions under which steel doors and frames are to be n. D. Any part of the cooing SW be applied unless rrect coass>thaft appilCatlon temperatures A. Shop-fabricated work b m greatest extent possible. Comply with details shown, and with applicable B. Prime or seal joint surfaces where ln&,.ated, and where recommended by sealant manufacturer. j can to ftnaltWOed_ Asplwk alhali be 345 F - 3% F at to polM of appkatbn. requiremerds of Sheet Metal and Air Conditioning Contractors National Associalion"ArchAektural installed and must notify Contractor of any conditions detnrlental to proper and limety completion of Sheet Metal Manual. Fabricate for waterproof and weather-resistant performance;with expansion 07900.33 INST�ATIQN; work. f4imill used ion hei@&V shaN be eghihed with aoctrrals and dearly vnbie provisions 1w running work. f=orm work to iA substrates. Form exposed sheet metal work without A. Sol int tiller units atproper de th or jo p position in joint to coordinate with other work, including thermometer. 08100-32 INSTALLAIION excessive oil-carxhirq, buckling and loot marks, true to lire and levels as indicated, with bxposed ir>staxation of backer rinds and sealants. j E No rr � 1ty appon of moftrg shad be undertaketha n n can be oortpleled wtthirl the same edges folded back to farm m hes. B. Instal sealant backer road for liquid etastomenc sealants as recornrnA Install standard sisal doors, frames, and accessories in accordance with manuiaciurars data, and asencied by sealant manufacturer herein specified. �- B. Fabncalle nonmoving seams h sheet Intal with flat-lock seams. Tin edges b be seamed, form for application indicated. l F. At ft and of each day, f?xa ilnishsd portion of Mee roofing "am oanplsled thiol day shall seams and solder. C. Employ only woven instalation techniques, which will ensure that sealants are deposited without B. Placng Frames: be edge seaiad wO tabrio or Perry Ply M left SM khlo hot bitumen. Edge seais shall be C. Non-expansion type lofts are to provide for proper installation of elastomeric sealant. gaps or air pickets, with complete 'getting: of pint fill sealant rabbet to a slightly concave surface. 1 • Comply with provisions of 'Recommended Erection Ins-truclions for Steel Frames', unless rennoVW ID inti start of fes next otherwise indrwod. 1x� Wy"s �- D. Provide tic separation of metal from noncompatible metal or corrosive substrates by coaling Where horizorMal pints are between a horizontal surface and vertical surface, till pint to conn a sight 2, Place frames prior to contiynaction of enclosing walls and ceilings. Set frames accurately in Q Fiooiig work tlhild) be txldertalcan h dry weatlllar find wNhmd Veva!% of inrrledlate concealed surfaces b bCatlon of contact.Neth bihuminois coat pennanerrt separation. � coating or other cove, to that join)will not trap moisture.iposition, plumbed, atoned, and bxak�d securely until permanent anchors are set.rldal�MlI of wae0w. ff »Ifhai be the oofm oorNraaDrs .6"%W^ to keep the E. Wad cap is b be a snapped in place system with concealed kbps i t a maximum of 32'O.C. D. Instal sealant to depths recommended toy sealant manufacturer. "ft wMerr-� OEM � as Ow work prWou s• 1. Provide a minimum 12" a al all a. La:ate three (3) concealed wall anchors of proper design for wall condition per i bn0 pint pal splices. E. Do not allow sealants or compounds to overflow or spill onto adpinil>p surfaces. Clee;i Adjoining hinge H. Malleirlels hwxfty equiprro t>shaM be se1ecsd and Operatedm so as not to damage fhe 2. Comers and ends are to be shop fabricated and have a mininhum leg. surfaces by whatever means may be necessary to eliminate evidence o' spillage. �mb, one each at ^0 ;and strive levees. Also provide angle floor ckp for each eniatig cor"uctbn d WPhed 006 materials. Soft robber and klffatable ores only I jamb with floor fastener to suit floor oonstruction Door Installation: SW be perr>Aissble. No bot trafRc will be abwsd on recently aipp8rhd roofing. 07600.307_S00 34 CURE AND PROTECTION: C. 1 . Fd hollow metal doors accurately, in frames, within clearances specified in "Recommended 07510.32 A. Cure sealants and caulking compounds in compliance with manulacturer's instructions and Specifications Standard Steel Doors and Frames'. M S'W, t fofrhg recommendations. A. The shad be: D Adjust and Clean: i -Cornkrrg Fberglas 5pec�ficcation 43E NC DIVISION 8 - DOORS AND WINDOWS 1 . After erection, sand smooth and rusted or damaged areas of prime coat and apply touch-up i wens of compatible air-frying primer. 2. Check and readjust operating finish hardware items, leaving steel doors and frames proper B. AMAMIkMLDf Base M Apply red rosin slip sheet with 2" side laps. Appty Perma Pty ' at28 base with 2' alba sod end Mechanic�I sekxxe 9' o.c. at side $Ef;�TION 0fl100 - STEF�.DOORS AND FAMES operating condition, ty taps and I fr o.c. two Kress 12' from erc h edge. Mau QENF� DIVISION 8 - DOORS AND WINDOWS G Appimaw nt Pjm7 Embed three plies of Perma Ply-IR shingle fashion (starter sheets required), Lapp ft 24 2/3' into uniform solid mopipings of hot PerrnaMop asphalt, u ' 08100.11 RELA ED DOCUMEN15I � SECTION 08210 • WOOD DOORS a nominal 25 RxJ100 feet per ply. Starter plies should be cut to dimcosions so as to A Drawings, Specifications Division 1 and Contract. prercu le ooincidertl side laps to the base ply. B. See Drawings for extent of doors and!rames to be furnished =D_1 SQL D. ApphQWlion of SudacjcQ� Embed Perma Cap In a 25 Ib. mopping of hot PerrnaMop asphalt by owner and installed by contractor. with 2' side laps and end laps. If no selvedge cap sheet used lap minimum of 4". Cul in 12' ho 18' ienglhs. Q1100.12 DESCRIPTION OF WORK: Qfl2L9.L1. 1 EQD UMENT� A Extent of standard steel doors and frames is shown and A. Drawings, Specifications Division t, and Contract Q 10.3FLASHM SYSTIEM scheduled on drawings. 08210 12 DESCRIPTION OF WORK. A Base flashings shall consist of 2 plies of Perma Ply-R and 1 ply of Perma Cap embodied in A Extent and location of each type of wood doer is shown on drawings and in schedules to be the PermaMo Roofing field plies should extend 2' above the 08100.13 QUALIix ASSU ,rNGE: following P n9 f� top of the cant. Flashings shall be installed ever primed concrete or base sheet naik!d 9' o.c. on wood wall and extend a A Provide doors and mrn frames complying with Steel Door Institute 1 Solid core flush wood doors with eomm density overlay laces i minimum of 4' onto field. Base flashings should extend a minimum of 8' above root 'Hecornmended Specifications Standard Steel Doors and surface and should not exceed 14' Frames'. G8210 13 QUALITY ASSl1AANCE � B Install metal counter flashing having a minimum 3' face with a drip Up to prevent water H Provide slarxtard steel doors ar�d frames by one of the A Submit written agreement on door manufacturers standard form signed by Manufacturer, Installer migration at nails or between wall and flashings. Caulk lop edge of dal metal. following and Contractor agreeing to repair or replace deleclrve doors which have warped show, cup or Iwis- C Cant sinps shall be installed at vertical intersections with the root deck, including para. 1 Arnweld Building Products Division cr which show photographing of construction below in lace veneers pet walls, extenor building walls for lower roof areas and equipment curbs. 2. Ceco Corporation t Warranty shali be in effect for a five ;5) year period following dale of substantial completion < `.I � Metal flanges to be used in conjunction with roofing shall be staggered Io wood root deck 3 SleelCraft Manufacturing Company Metal flanges shall be set on top of 1hE completed built up rooting membrane assembly n e �1 t ` ' ' IV R Cz ��_� �'E�Ds.S�.�k2C.._�.Y�I�RA.�_- Ar r ►ft�N'�Ir Q_ E Slacks shall have metal sleeve flashings 6' high QUAH14 QLLI_ VFIY. S10R5 . AN01AMOLLNQ, 4 t�ruiect wood c!oors during trans! ;loragr and hand,ir g to prevent damage soil req „r !' Di liver hollow rT►etal work carloned of crated to provide ( Lc.1 trnrr (� F Bitumen traps for brackets, supfwns, etc shall have a mrnrmurn 4' height metal sleeve 1 G All equipment shall be set on property (;onslructed 3x4 wood Sleepers covered with Sean 1 pr)teclion during Transit and too sloraca N I I r F ACS T FT C II 16H10(VY Mtn OF 47' I �' � � h ' � I Ii1 ! I (1 g1 l9 IlII tl t l i1 1l1 1i111lIIi IIIIIII 'i11jTrt 1fi �ilI�i(i Iio ! 111 IF THIS DOCUMENT IS LESS 1ISI1I1lji-1 j IEGI3LE THAN THIS NOTATION, i _ -APRIL 2 0 I 1' 9 9 4- �....,. ..._ .,.. 3� 4 6 IT IS DUE I.O THEQlALIIY OF No.36 - THE ORIGINAL DOCUMENT. ---- - - - -- -- - - - -- --- - - --- - E Z f3Z L7. 9Z Z ibZ EZ Z iZ OZ 8I 81 Gi 9T Si 11'11 Ei Zi it I 8 8 I G I 9 9 � E Z T�ieriwl � IIII IIIIIIIII IIII till IIII Illlllflllllll�lllllllll IIIIIIIII IIIIIIIII IIIIIIIII IIII IIII IIIIIIIII IIII IIII IIIIIIIII IIII IIII IIII !III IIIIIII IIIIIIII IIIIIIIII Illllllll Illllllll111.I111111�11111111U11�llll llllilW '�'lllll lel Illi Il llllllll Il'�IIII IIIIIWIIi 1� 2 �� PROn�I�Is a4Li).22 ri`ARUwARF xdM 1 a JOR Cc NDIIIONS. .MATLalS. A Coordinate harcrrvare with other work Furnisn hardware Items of proper desi6n ler u'ae e r, cac,rs Provide matWARE FINI finis A Provide matching finishes as os r ndrrti,r•a •,r 3• a J:�.► +.• ��e^ ' •, tnF a,aal?al ,lent Fad pa►lels b l>r) f�rhanufacturers standard ? ply lace panels anises otherwise indicated and homes of the thickness, profile swing, security and similar regwrements in.! .aiEC a5 pUSSIbJt' and except as �iherW,Se? 1r1d,f;,InA H Exposed surfaces to be ass necessary for proper Inslallat.on and function p)BCdled with . orris extx)sed surface material on r>ntn races ti Provide proteclive lacquer coal,n� c^ dli •',�1cs5� n;hfc.vwe ! n.•_' ,;•, c-' doun`ii,urr except as Ind QBZ00 2 2HODUCI5 otherwise icaled A Provide solid core wood�cxxd doors�by one of the IoMowing C The designations used In scrhedi-les and elseovnere v^ Ino.cale narawive 11r, sties are the Industry 1 Czar Wood uhia(Ui M1LQULM HAfiWARL re:,ognkzed starxiard cornmerc al f -� Sn�s a,c.F1 .Is l i'r.�ryr s, nol6 1 ? t hers D FIiIsh on all hardware o,� 'J, O ` jot n Cnr--.t: plata I n�sn A Producls are identified by using hardware designation numbers of the lollowing one manulacluref I4 H C Core °° n-tction b be mal 10"Wt for each hardware type required All items (except locks) are listed by Manufacturer for the purpose t ace particle board of establishing miniin urn requirements ��9.3 EXLl�ldl4 i Pan" 10 � fnhaifhiztalCture►rs standard 2 ply lace panels of rnedum density overlay applied thickness over 1 Lodes and lock cylinders are to be supplied only by the listed manufacturer and supplier nn►anrlaciurers staltdard hardwood lace veneer Provide any close grain hardwood S lor e�r4exposed sold wood corrlponents d wipes and ocher e 2 AI other hardware is to be from listed alternate manufacturers INT t l ATION- Q821Q.2,1 5"-I'Fl1UN , 08410-23 FABRICATi 1N A Mount hardware units at heights Indicated In -Recommended Locations for Builders riardware- for A neral. 087ya-22 ABRIGATION: Standard Steel Doors and Frames, by the Door and Hardware Institute except as specifically Belo+Is dklrrv�eiry d d00r b pmfect site, shop-pane exposed vortron OI wood doors A The drawings show the direction of swing or hand of each door Fumish e;,ch dem of hardware for IndlcB18d on requlred to comply *An governing regulations 1 Required sizes for wwdow units are shown on drawings proper installation and operation of the door movement as shown B Install each ~.ardware Item In compliance with the manufacturer s instructions and 1 a Details shown are based on standard details by manufacturer indicated B Produce hardware units of the base metal and forming method using the manufacturer's standard recomimendst, s tit not install surface rncur»ed lems until finishes have been completed on the 2 To greatest extend possible, complete fabrication, assembly, rinishi r,, hardware C Manufactured hardware to conform to published templates, generally prepared for machine screw substrate 4B2ll1..�1 application, and offier worn before shrpnnent to protect site installation. C Set units level, plumb and true to line and locations Adjustment reinforce the attachment substrate a Preglaze wiruiow unts to greatest extent ibl posse D Furnish screws for incantation, with each hardware Bern Provide Phillips flat head sews with limsh as necessary for proper installation and ope:Ton Inrtaasr n•>rnl »unsne door frames and verly "Q9 hannhes are oorT•c,1 type and have been installedb Do not dell and lap for suAace-:^^anted hardware genhs until Time of installation at D DnN and counter sink units which are not lactory•prepared for anchorage fasteners acs �'� for P"W of 0011 d exposed (exposed under any condition), screws !o match the hardware finish. E Thresholds: tharhpr►h0 ehg doorht and ratty oontrador d condtans prvjea site. E. Provide concealed fasteners for hardware units which are exposed when the door is closed, except drtrtrrnttintat b P�air timMy naaflar.�t d wood ooari pb2'.II.3Z to the extent no standard units of the type specified are available with concealed fasteners 1 On eor►Crele substrates. Install lead stickle anchors, accurately places to receive machine y 3. Complete ot,nmp, tilting, lorrnirhg, dnillirg, arid grinding of metal work pniw b leaning, saew anchors at locations pre-dnlled and evenly spaced In threshold ants (spaced not A. Conoklon doors b averape prb,OW9 h uff**Y in ifleilala iOn area fntafwg,surface halms 1. and application of finishes. HW-GES_BUTTS: more than 12"o e pilo+b►>Iwgfrq by deivory b elle reWdorcing as necessary IOr aW separate diutMar metals �� A. Provide only template-produced units. 2. Screw thresholds) to substrate wth no 10 or larger screws, of the proper type for Iov(4)dints Prior b instafttrporh 4• �ti et psAonnanoe r rrements; B. Instal wood doors in WO)OWCO whin parol or other separator which will prownt oonosion. 1 C InMnudionhs and as Show. S. Maintain WOwaie rNalion d Planes and 8. Fumisfh PhMips flat-head all-purpose or machine screws for inslaMatlon of units Finish screw !reads pemnanent anchorage Aagn doors b kw""ler POOP*r N and unform cliware@ at each edgy; and �y for hardware. angles,with hhaMline n or corroding r!lstritb t. to match surface of Nngc►s or pivots. 3 Set thresfhoids in a bed of sealant to comp+etey till concealed voids Sial cul eestaoes aArr Allrtp and madhihirhg 6. Conceal fastensre wherever possible. C. Hinge pins are to be non-removable and noon-rising 4 Set threshold units level and accurately aligned with frames and doors, and a1 proper 1 • Be**non•bre rayed doors tet"in 2-at lock anti hinged edgm. 1. Intent,hinges (non-ball to have steel pins elevation for dow operation D. For non-lin doors pnoertds deten arces a Ing.r w� arid fnsakds; Ijrd 1N'from boUorn d door b 2. Exterior hinges and ball bearing interior hinges to have stainless steal pins. QgjQ A1�111SI AND Gl FAN Of floorfirtieh a coverirg D. Interior tinges are to be two (2) knuckle steel with oil-impregnated stainless steel bearing. Mai McKinney TA-2731. A Adjust and check each operating Ilam of hardware and each door to ensure proper operations or IIr13 I. Doors over 38' widA and/or 75' high shall have live (5) knuckle steel with ball bearing. function of every unit A RelW1Q or r*PimOe docs which do not flip or Mc(innoy TB-3386. B Fru! check and adtust all hardware Nems Clean operating gems as necessary to restore proper liepreeerraaiirr. g ��• MMM. �� Owner's E. Exterior hinges are so be live (5) knxrckle brass, bronze, or stainless steel with ball bearing. function and finish of hardware and doors Aamp ust door control devices to coensale for final B. Storefront Frantirg System: McKinney T48-3306. operation of he ding and ventilation equipment. OMSION • - 30ORS AND WWMM t Inside-oullaide malched resilient flush-glazed system fabricated for stick-type erection F. Size of as hinges is to bks 4-1/2"x 4-1/2 . wtoc to with provision for glass�� orhat • f3 AN dos shave 1-1/2 pair of hinges Per led. _ DIVISION 8 DOMiS AND WINDOWS CL ALLINEM C. 1. Doors our 38'wills andNor 72'high OuN 'Iwo(2)pair of hinges per leaf. H. AMnnele mit/alrMxen. Hager am,SWMsy. SEcriou amoo -Q A&S AND GLAZING 0410x. GiENERAIr, 09700-2!1 L=S_L til(CYl_MKR-S AND KEY gdBIli�l �iEdF.fiAL 094`10'11 A. N locks, and lock cylinders too be keyed alike. ! A. DnawkgW >t Division 1, and CoroW. B. LOCk CyW1dNs parts;j Irl oonstnided from b►assJbronze, sir,niers steel Or nickN slur. �1 flELAIFD DC_)CLIMFNTS C. Provide nturfullaclurWs standard wrought box strike la each bclk boa, with curved lip ex1eM� b A Drawirhgs, Speclicatons Division t, and Contract QN 14.12 prided Mame.tWsh b malch hardware set. 08800-12 USCRIPTION OF Wim_ A Ex4en1 Of etu"'hetum crani D Wnc�fowc' D. P"Wide 1R'minimum Meow d Ialch looks. the k*cwft: 'rT M • shown on drawings and sefpedules and Vides 1. Provide commercial windows(grade A2). t. Provide 1'mi li urn 11 row of dead bolls. A. 'Glass' includes pnme glass, processed glass, and fabricated glass products and "Glazing" Includes 2. Provide manufacturers standard fabrication and accessories which comply with indicatedN lo E. flock and lock glass aliation and m llenals used to Instal glass Types of work included henn t. �f xf�D a�uMINUM WINC.L'Yt/s standards and arts rts•glazable wilfnoul dismantling. cyinders b be famished with six (6) pin irtlerldparhgeable�ors tumbler. Famish irul 1 Window ungs. g7�Ff�r TYFT r-RWING b`VPIv� only temporary Wawa ler the oorwrtxtbn period. I Z I 0 1 3. Provide Ovate!stied members at lines of natural waterratan. ?. CiP4rdfT r/"qu a Ufk-G 0 4. Provide sublrames with anchors for units where shown m►awrnr mrta b epilate the -. .. ,Posebe shipped Me District Manager who will remove and r 3, Storefront I�orhsiruction conldruction cores. LL LL 99410im MY .24 E .S: .F. Knob and rue 9*b be ae43aia. s 00844.13 �1 A 1. Roes style ler mofte lock b be 2-1/4: x 8'escutcheon. U A. Comply wfri;pacabt• prvviebns a 11•tal Curtain Wal, Wbdow, MUGi x and Eilbu Guide Aluminum storefront framing system shall be finished with full strength 4 Sack two b los 2 14•. A. Prune Glass manufaclurer is to be one of the blowing W P Y g H. Lock functions: 1 . Guardian Industries Corp. Q. apeoSoslMorw liantrelT,a Anofn4rc�rral Atsrnlnrsrn Yart�lscau�ils Associ�brh Kynar 500' fluoro of mer coating to match Sherwin Williams SW 1203, B. Prvirille aloin es er>franoae NO widow Edwardian green for exterior surfaces. Interior surfaces shall be clear 1. Toilet door b be privacy. Faloon LY301DG 2. Llbbey (aerens Ford Company !^ karripQ•yslern Plodrlo•af by the lolowrtg rnartlafSunn v' j 14aaa+nd A,Daaxa>inr fib. coated, mill finished alumirxxn. 2. 3. PPG Industries, Inc. 1. Kiamweir�N• inc. KU= INSIALLATION: 3. Exterior Doer to be rrnorllee spill door, Falook� B. P1'inne Glass St ardard is b be Federal Specification D D�G 451 S 1•t Ol 24f0iTT1 C. Solely Glass SYardard Is to be C PSC 16 C F R 1201 ( 061-4000 A. Comply with manufaaurere instructions and reoommendations for installation of aluminum ' 2. V1sla Wil Coop. , (214) 563-2624 enlranoes and windows. QHIlII.2 Efl4QilEI,S B. Set units plumb, levet, and true to line, withoLd warp or rack of framing members, doors, or panels. C. Perlorrn■rpoe and"fesllfwp: Anchor sec ur*in Pte. separating Juminum and other uorrodbM metal surtacae6. 08800 ')1 I;LA5L:PflnDUCM 1. Fr>bntcels a t In oomponsrde from stock eysw w1t1Gh have bin designed to prwills of 120 degifees F el F w" - and O01 WOftn rOKAft trout 1Mrfrerr b fperattrle range A Fbat/plate glass to De type I, clear unless olherwr;e whdx±ated far (M 1 08700-29 r�0MRS AND DOC*+c e� I L DEVIGEs• 0880022 FABRICATED Q ASS UNITS C, Sit INl members and other mernbers in bed of cei'tpound, or with ON fillers or gaskets b provide A. A. Laminated safely glass to be two (2) sheets d clear float lass with a 30 mil film of I buleral g g PaYviny 2. Fabrleale wewbr esarrnponnx,b t+rlorw eer>a ayr/enw w/nioA hnaenr logien tirsled b wlNrrtard vrer�4hertiglM oonetlnxction. Except cls rDshervriee etM09i0e1y mdie•.aled, conply with fife mwtdaouners reoorm'nerddbns ler laminated by marxrfaraurers standard heat-pias-pressure process. iia' thick t not ott►arwise usti m pnowne ot 20 pot iroun d and 20 pd oubmd. N:e oil coo►osrMrvl rnM. 3. F trim sole in ssonlront corrpolim barn _sock @WON s which have been tested to R. Tofisl. dose b be LCN 1061 indicated. dawaralkaost QBSlJ�.32 A�I11ST AND C>FAN: ��b'�)' B Insula) pewnan•rr reeies>truoe b Morlkapr•as loaows: A 1. Doan rwr�'wide b be LCN 4114H SM�Mw Ante. ing plass b be two (2) sheets 1/4'thick float glass and 1/2'dry air space with Class A sealart Adjust operating hardware to function property, without binding and to provide tight fit at contact type edge construction to maintain hermetic seal. a Air mArslton b los not nrore Nip O.Od oarrh per eglier•loot. points and weathe C. EpQerbrtiaas Ira be LCN 41"H SNB lPn1• b. Water mAraliorl b be no urtoonlfals0 wlalor penelraitiort, � D. Wlperever lark. arta n to b renins b man B. Clean ooniplefnd system, inside and out, promptly after erection and in giallation of glass and Q8Qq,� U A7I►�iG Qs�p 9 withy��field� � A. Provide exposed sealant/compound in Glean colon Comply with manufacturer's Vft tabrtc pos and otake id rhstalaon bieranon as PA*Wfltmg d work. Howewr, proceed sealants. delay work might C. ee�io^protective coating when completion of constnictbn activities no longar requires Its pgT�Q.2II B Pe nt►ndations for selection of hardness, depending upon the location of each application E. Strop�awirgs for standard untEt am avadabie ham the msnulpcturer upon request. A. Provide mairUaduners standard exposed fasteners for door trim units. -Pa polYsulgde glazing sealant B. FabrilCal1 prolsoo n plates not mom than 1-1/Y on 61101)Side smaller#Wp the door width. j1flgQQ,2� G A?ING C=CKFTcy B410-2 PP1QDLJQTSDIVISION •'- DOORS AND WINDOWS 1. Metal plal•s to be stallniess steel, 18 gaugle Brookline 18'high, A Provide molded or cdn)ded EPDM gaskcls of the profile and hardness required for walert►ght 2. Plastic plates, to be acrylic Gilastic, Brookline 1/9' thick brown, Bkline 8' high construction. 084]0-21 YATFRUU S AND AMESSUJIES: I1S2NLQflZQQ-BIJILDE S HARDWARE C. AN inlerbr door,to have a stop: T�� A. Aikxritxn ment�ers b los aiby mid Nwtrpelr by rtwxxlacAnlot r strength, oorrosiorl O$B,Q•Q,2S MISCEI l ANFOU�S w71N MA RIALS. � resistance, and ion a repuintd finish. Main extrusions shah !w of 8083-T5 extnxded 09700-1 t. Floor stops to be Ives 4398. A. Cleaners, pnmers and sealers shah be type recommended by sealant of gasket manufacturer aU►ninum a"of 0.125-minimum wall trwdu*u. ' D. Alternate inanufacturers: Qual ty and Hiawatha. B. Setting Blocks shall De neoprene or EPDM 70 90 duromeler hardness with proven p e compatibllty B. Fasteners b be aluminum, non-magnetic slaiNess steel, or other materialswarranted by QBjQQ,u RFLATED DOGI liutENTS: � with sealants used manuffacluirw to be nwhooenw one and owrOalible with Atirnrhum components. IIB100-27 WEATHERST IPPIN , (SND THRE'�p&; A Weatherstripping at jamb and heads tbe spring type stripping of manufacturer's standard design Spacers shall be neoprene or EPDM 40 50 duromeler hardness litp p y lith Proven tom atlblllt wr!r t. Do not ►;se exposed fasteners excep where unavhidaW kir application of hardware. A Drawings, Specifications Division 1, and Contract. t . Metal to be spring 0ng bronze, .Q09' minimum thickness for sliding compression, 0 006" sealannlsused. Match finish of metal and use PtWhps flat-head macnne screws B See draw0gs for hardware supplied by owner and installed by eontrador D compressible IIL.r shall be closed-call or waterproof jacketed rod stock compatible wth sealants 2. Reirwonee aJumfrxxn less than 0 125'thick wrath a►umnum or nor>-magnetic sl.ain►Iless steel at minimum thickness for direct compression used screw anchors 8 Weatherstripping at door bottoms to be threshold contact-type resilient Insert and metal housing QflZQ1�.12 DESCRIPTION OF woRlc: t . minimum thickness of main walls I, I V_J EC'�TtON C Concealed flashing to tie dead soft stainless steel, 26 gauge minimum, type selected by A "Builders ers H Harrdd ware' Includec items intuit commercially as builders hardware which are required for Exlruded aluminum with natural anodized finish, 0 062"and flanges. marxtacaurer la eomk�atltskty =wing, sliding and folding doors Types of Items n1 this section Include (frit are not necessarily 2. Flexible vinyl wiper or sweep seal strip QB900.31 ST DARDaqLLL'�QfJ Atj� j D rackets and reahlc•cemenl$ to be manufacturers high-strength aluminum urMs where feasible, limited to): L Provide single piece extruded aluminum threshold 125 Irick lith smooth commercial 11rnsh and i otherwise, inn magnelw startle s steel or hot dQ gaNanaed steel I hinge:• A Waterlrght and alrllghl inslallahe•I of f SCh q ass f)rOdu-! IS rr'giureci P;arn ,r slallalion mutt wthstanc: F Masonry Inserts where required to be cast Iron, malleable Iron, or 12 gauge sleet hot dip 2 ticks, lock cylinders, and keys, grooved tread in manufacturers standard with slaps or abrasive finish Profile and lith IC be as normal temperature changes wino load Ise did Impa;.i loading wiltlpul Jela;,-�: In tri,; worti, galvanved necessary to tt the conditions as shown on the drawings 3 axil devices, D Exterior doors ' B Protect plass from edge damage during na-,dilnq anv, �nst,ana;icm F BAumrnols coatings to be cold applied asphalt mastic lar 30-incl thickness per coat 4 push/pull units, t Head and jamb wealherstnpping to be Reese 350 � �_a C Iear piotecirve coatings to tie applied for prolectien of aluminum finish during eonstructron 5 closers, W99"32 !MLEAi i N I 0H GLA11fr N Compression wealherslnpprrtg to be manufacturers standard replaceable stripping of either 2 Sill weather!tripping to be Reese 362 A F door from ants; 3 Threshold to he Reese S512A0 4 Glean pl.ttlnq c hannel dr.0 othe'i f ,am rig r�•Babe c I;+ reCk�r+t, g4�55 Irnmpd aleih ►,efo,e gl,;ting rnokiert neoprene gaskets (molded PVC gaskets) or molded expanders neor.ene ga,kets ? weatherstripping and Ihreshoids fur exterior doors , N Apc)ly pnnK�r ur sealdr,l iC 101ni surrace5 v%' cru r;,�,of,,mcnoad Cn 5ed';an1 manutacturrr J Systerns shall be 4 112" x 1 3/4" for 1f4' glazing and 1• glazing F Aflemate nnanu,acturers zero and F emkc 3 QUALITY A BUBLN.C-L A In ',',�I! Sell riq hi.'. r S :1 1,;";t?• S1,'t il' '� j,��'C � ' ti e Q,15s W;!w f7T e,i':..r, cc-tier Obtain each kind of hardware (latch, and lock se!. hinges, closers. etc 1 from ur,ly o�1e rrlanul:t,lurer . 1 r I t .•••-�n� r;I,I I^'Af:;t r..I f; I•�t(=il-Ilxll:.a�i 9 OF 4:" ' ( It ( � � i � � ---- I 1L2� 4 57� 6; l9I ; 10 11 1Z• APRIL 20IF THIS DOCUMENT IS LESS Tff T •T iIII � II � II � I � I � II � IIiII � ILEGIBLE THAN ZHTS NOTATION, � 1994 IT IS DUE TO THE OF - - � No 3e ®•�'��-"• �.._ THE ORIGINAL DOCUMENT. - ----- - - _ Z�EF71,1111111 - T11171111-111 U ZT61111 f3 �Z i i t i �I�� f3 ----g_ L I 9 4- ji� _IIIIIII1IIIII IIII �IIII IIII�IIII 111111►IIII!��I�I�IIII�IIII�IIII�IIIllllll�lllllllll�llll illllllllll�illlllllllilll�il.►11111111. ll 1 lilllllllll II ' 1' 24111� r ~ A 092102 is k'rovid�e spacers Insure and cul• of proper eve dill spacing, for glass sizes larger than SO u�)ne�l �2 A. General r `hec. e H Where gypsum beard systems with rue res+slan;c ;31anCs jre required to rompli w.;n gpvt.rr,nc C "`�� otters gaskets or preshlm(1100 rapes are used for glazing 1 IIAel.ats and Itrlishae b los mancfaict,rer's standard gaNartized prtxixXs txtbgs rdic;aled as r rations, provide materials and installation IdenflCal with a roc en fuer rods In�tarlrrel al 1�1 d Iambs and head ado not leave voids in sill channels). c n"Ing 4m a" � P ppic-aLle assembiif_s wnlrn ha:E r><en wih ''narxlaQrefs r ��..1, testers and listed by recognized authomes �r T ec)OrtirrtarLciatlo►a a Extlergr exposed aooss>rorir+s b be zinc alloy aci�ssones for exlertor work, except D Foroe S ars Ct oto l XXIAel to eYrmale voirts and to ensure complete 1wetling' or ttorhd of sealant when lull concealed h piaster A Latex portland ceinerll mortar to be later modified pwiland enwnl dry set mor!ar ID gf� and dtartnei ><rta� I?92�Q__14 P$QQ�i11ANDLING 8 Wire two to be gaf>trarrzed silt arrear was E 1001 eta "lac" of gWvV �� and a0mpcxunds to provl0e a scrbstar-Aial lwasn' away from C Metal taltri'tq malerlals b be sea-burring diamond mesh lath, 3 A pounds A Deliver, identity, slurs and protect gypsum drywall matenais to comply w.'+ mdnutaCtur, r, A Organic Adhesive to be of proper type Ion irnendad use as cen'fied by adneswe manila tute, w�tn 1l>u (ritali pirvis ixized lap" and gaskt4s to p"A(ucle s per aQlale yard, 5larxiartf recornmendal ions pnmer-sealer where recommended by manufaclur'--r F Clean and trim ay out of channel rnasth gaNb copper alloy steal truth 1H'deirxnlatiorts roses ftp rruateruals tfirm glass and slops or Ifames pro TV111V alter fistulation. and D Metal Stucco Accessories � Epoxy Adhesive Io be two companern epoxy resin and hardener disoobrat,0r�s .?9259..2 PRODUCTS 1) Latex portland cement grout to b- propnetary r,ompoL.M composed of Portland cemer', with lale,c - e sterns and 1 Coordinate Cx WTh•ro wrdye p�Mets are dnven Into one side of channel to depth of accessory with thickness of and number of coats of stucco to be additive on ® fide pressurize sealant or gasket applied All m lerial b be znc alby d mrrrtum 26 gauge thickness or as noted Qg�Q� GYPSUM j• AARD PRODUC��, 1 Provide product with latex addnlve wn+ch is compatlble w1h latex additive in latex portland adequate anchorage to ensure That gasket *IV not 'walk- okra when 2. Smaa-nose oom m beads t0 be expanded type wrh 2-7tH"wide flanges A Exposed m board to be regular t cemern rr.unar sistaaatan s si�elcted b mov�emerlt Po gypsum g yips with tapered brig edges errs Th+c knees of 5;8' except 2 Gok-)rs to be as poled on the drawings N M1er out and bond any 3 Cornerits tv be starhdard p►efarned atterar Domer rerhlort;emerrit made Irtxn 2.5 pound per where otherwise incllrated. together at oomiers Mrf►ere gaskets are used for ctiartnel glazing, so that Square yard diamxxd mesh lath gaskets wi not put AWRY hrom corners 1 . Sheer sue to be maxitnum length available which will minimize end pins ,� 4 Square-edged caairhg beads to be standard with expanded or short flange to surf 2. All gypsum board to be Type X conforming to ASTM C36 for hreraUQ�300EXECL[T_ION_ ng - 4 C-- ft . FAl�11J1', applicalmn 3 Gypsum board installed in rarer rooms and walls receivnq rerarrtic: Ute to be water resislarn A Project axserbr 5 Expansion pals to be standard on piece pati with expanded flanges equal Miloor Ni5 09300-11 TILE INSTAI IATION STANDARD1 �b f� Inom Wwakaps imtro6aley upon nstatation M use d Crossed streamers 6 Comer renlorce men) to be stucco-type woven galvanized wire come.&reinfa sl s f�rarrhk'hg and held away from plass Do not a�Y Mwkers 10 spaces d glass Remove �9 nP Qfl.Z`LQ,22 jAl��rL� A Comply with applicable requirements of the totlow�ny American National Standards Institute noriparmariest 7 Fasteners b to gatvarxzeQ steel screws a 7/16' head galvanized Halls, 01 type and length A Provrfe standard true accessories of types indicated for standards mark Mind dean surlaces gypsum board work, formed of galvanized 1 A108 4 for Tile installed with organic adhesive suilalUia tar adequate penetralbn of Ills substrate steel,wkh other k,,urted and rlorated flanges r►ges for natllrtg or stapling, and beaded for ConCealmertt 0 a Base screed1lashing to be mechanically broke 20 gauge material bent to conllguraUons of Ranges in pint compound. 2 A108 5 for life installed with dry-set portlaW cement mortar or latex-ponland cement mortar alai 9 - shown on drawings. 3 A108 6 for Ills Installed wqh , � Qfl214,22 PORTLAND CI�MENI STUCCO MATrAtALS. 092SO 23 JC)1[l T TREA B epoxy adhesive Comlpfy with manAadurePS Instivdiorns lot mixing and Installallori 01 propnetary materials 1100 - WALL PANEL SYSTEM A. Type recommended by ft manufacturer for the application Indicated A Scratch and brown coal Cement b be grey porttand cement, ASTM C-150 type IIA air er►Iraining B. Jortl laps to be perforated type. ' M100.0 GENERAL B Scratch and brown coal lime to be special hnsfwig hydrated time ASTM G206 or Type S C. Joint Compound to be ready-tricked vinyt-type for rdenor use A. Extend tib work tido recesses and under or behind equipment and fixtures, to form a Complete C. Scratch and brown cost aggregate to be dean graduated sand ASTM C-144. eovenng without ntemuptions Qt19Q.11 RELATM DOCLMNENTS D Finish coal cement to be walwproofed while ponlard cement, ASTM C-150 Type I. 0925 - B. Accurately form ntersocA ons and returns. Perform culling and drilling of lie wrttoul marring visile A. Drawings, Speaficat►ons Division 1, and Contract E Finch coat lime to be special finishing hydrated lune ASTM C-206 A. Pi&Ade aTuxiiiary materials for gypsum board work of the type and grade recommended by the surfaces. Carefully gnnd Cif edges of life abusing trim, finish or buill-in items for straigtt aligned F. Fntsh opal aggrttgate to be washed silica sand mantlackxw of afro gypsum board. pints. Q2100.12 QESOIE'IlON Of WORK G. AM water to be pdable. C. Install tie usling the following selling beefs as stxrwn or scheduled. A. Type of work rxyudes: H Mired(by volimm) 092sQ.25 DIRFQT St gifthSM SYSIEM 1. Our lib floors to Cys oa1 part semen) A. Dined t cot suntperhsbn system b be manufacturors standard zinc-costed system d furring ruiners, concrete. � dry-set �M� ce�� mar a latex-Portland .&einem fnortar over 1. Prets+bneated, cart wall panel system. 1 Scratch C 1/4 part Wria e a�d tuand accessories designed for concealed support of ceiling. Equal to U.S.G. Co. 09100.13 QUALM ASSURANCE 3� 2 A. Cast panels shaN withstand following test procedures without noted 2 Brown Coat 1 part cement sysfte(n- Quarry lie floors n cooter to d she with change slit materiel appearance or cum �� adthesive. D. lJnless otlietwlse shown, lay Ilio in gAd pall err. Align pinta when scrip ring ides on f lour, base, aa its poaibon: 1/4 part Yrsa (29250.3 FXWIJM I and trim aro same size L--ayOut tib work and cenlei tib fields in both directions In each space I. 600 hours of carbon arc exposure per ASTM test method 4-5 parts aggregate Adpst to mhnrrNze file rxrlfrq. Provide uniform point wdlRs, unless ottrerwise shown G-23. 3 Frush Coat 1 part cement 09250,31 2. Flame spread index not to exceed 5 per ASTM test method 1/2 ' put kite A. Lockers exposed ertdbult Joists as far Brom Cwtw of wall mrd ceings as possbb. Q� '3'� E-94. 3 p�aggregate W Install exposed gypsum board with tape suds ou L )Sill boards for a I A• Upon romh[�letforh of emern end 1 3. Smoke developed index not to exceed 40 per ASTM fust I. Texture to be 'Medium Dash' the Fra S ems/Lath Manual, latest edition. f ifa'a at s P� t�►out ►t0. „lean all ceramic rise surfaces so hey are free of method E-a•4. per �9 Ysl and ends wllfh not mors than 1/1d"open space tx+lweern boards. Ioreign merrier.. 4 Cfletficisnt of ttyhsrrrh•I expansion not to exceed 5.14 x 10 -6 �� W �• C aloe.&). tttnd rtt�it or fbld-Cil!Isrtd � «mss. ��ger he�till �� b �� ~s B. Leave finished�� Work. a'tlabion dean and free of cracked, chipped, broken, urlboMed, or otherwise �`� s possible ow lend wall over astuds ceiting on opQosuie C. I•ruhbit foot and wheel tnliffie from using tiled floors for at least three (3) days atter grouting is PM ASTM test method D-896. A. Hydrom Clear Da,tbis 7 mineral gum based material oo%�.-..ti aipproximalely /4'K acids u side of paAllorrs.-Locateettd-britt 5. Flexural strength (with finished face up) of 2000 p.s.i. maralfaxured by Ffyrlrozo 114atng Company, Lincoln, Nebraska. D. Attach gypsum board b frarni ng and o � as completed. mr�rn. F�EGl�I dhows. blocurq required for sddtiorhal support at Openings and D. AN rile floors are b be covered wkh*Kraft Paper' n all areas and the ape paper Hol to be removed until 6. Inorganic fillers shall meet requirements of Federal E. Space fasteners in gypsum boards in aooc,dance with referenced standards and manufacturer's final clean-up at Completion of Construction. Speaficaaon TTP-P-403A. reoornnendatlons. 09210-31 PREPARAT 0K F. Anachgypsum d drWN to dlreh-iturhg meta)lcuppoR sDIVISION 9 • FINISHES A 09100.14 MODUCT HNDLING A. Gears stucco bases midst orales prim to stuc ming. 16'o.e. maximum. system for Ceilings with member spacing A. Deliver, stare and protect materials in origirhal, umvasd containers. B. All materials iii be stored off ground and under cover. ��-� T I wTKaN L/►TN AND --- = 09250.32 11E�}iQQS OF(3 SECTION 09510 •ACOUSTICAL CEILINGS A. Frame both sides of cortarol and expansion putts independently, and do not bridge Joints with A. Instal Q9QQ,15 JOB CONDITIONS kilt"or erglOaed gypsum board n tringle layer application as bows. . 09510.1 GENERAL A. Protoeet worts IdLr*V art after installation in accordance with the B. MOW LaftV: manufacturers recomr»endetions. 1. Instal fflis NO w8h long d iwalon at right angles to supports having 1/r lap at sides and 02100-2 ffit)M 1'lip ml ends. - A. Pail shed be available to general contractor through owner at fixed a. Sarver or natl she-lunlrtg dlamond meaft directly, to substrates kullicaled at a v, price and consist of polymer rwnf arced cerner it panels with an waxltatfll of 12'or-hoirilzmesilly and Ill'o.e. vertiCaiy. /Z exterior face of taxtired nbs as m iinuiectired by: RAMCO (Research C. Sta�000 Aconeori0 as: 1. Anchor each fltantrah awmilli los t ox,b bow. art , to supipb r Corp.) v Tulsa, Oklahoma (918) 272-1191, Or 2. 1Or Or�e�Ofy and k*r uM")*ft accura*signed. alto, to supplier asapproved ck owner. 3. SM M MOMd pttst�hlMtl WAVA4 In.wth a tolerartoe d 1/8'in 10'-fir. 8. Panels shad have • rxoiriinal thickness of 1 118' at high rib and 6/8' 4. ItaNal ntslai o>onrrr baltltft al at4rfltr comers. •t race". 4. Instal c wkq be@&at exposed WWirtab"d Moco work. _C. Paresis anal arrive at sill in standard, specified dimensions with tolerances not to exceed: 6. IoW prefabricaled expoulon Jaunts of-one piece design where shown as 'Expansion 1. On partitionsiWals over Fr- /"apply gypsum board vertically(parallel). .� Drawings Jow. 2. On partitbrWwals 8' - 1'-Iess in height apply gypsurn board horizontal 0951RELATED DOCL 0.11 I_uFnrt_"S. LL _ 1. Length and width: +/_ 1/B' y (perpendicular); 2. Thickness Isrt rib): +/_ 3/16' 3. use maximum length shells posable b mir*.-tize and Joints. A. , Speclficolllone DMalon 1 and Contract' ' ceilings apply prior b Instalstion of pmrtkior&*Rk. U 3. Thicknaas (at recess): +/. w..g' A. MachWdealy mix slu000 materiels all the project aIle. Minimxrm amount of water shall be used to B, t1lAore • produce a ah,000 of wakabis oorslstency. C gyparn board K base bin thin►-se!osrarttiC bIs and in blld n'omts install wafer-resislanl board. II$511Z.12 D. Panel• may be trimmed to wise, as re Apply gypsum boafnas b supports wkh screws or mails br wars and Screws for ceilings. Extent of sada d quired, alis sob she, to assure true B. stucco Waiaiobon with the IrWallation and A. a. and proper M with minimhal dimllahsior+al tofer•rhp,. Se¢1srtCe pr'oFerN protection d o::her work. so that ryes aCouratical oekrhg is sTxM►rt and scheduled on drawings and incudes. rr�� E. Well panels saber De ptsfirhi•hed and furnished in cdu to m►a'ch neither w+il be domeed by the lnstaiation of the other. 09250- yJ 1 . Vrhyf faced p+mnsf ceYrgs, exposed suspension. A. Apply U*MT erA all gypsum boars!punts (boon drectior),flanges2• Acoustical lay4n patrol osilings, exposed suspension. Sherwin Williams SW 1123 Navajo Whits. C.' Slump I u@h wkh ROW NM, and oflher burin Items or accessories which Mia as a stucco ground. Iadeners heads, surface defects and etaelwhere IS red to pare work d trim accessories,deco, penetrations, Saiceo Wnflt led Mit ntvtal wthourt caskhp beads b be cut Iree from meta! before stucca sets and 1. Apply pirM tape at pints between boards, a cx W where a trim Ccs 09510-13 . QUAI IFTY a00lJsSH COs and oompone►»s d rod or beam asse►nblies red for 09100.3 EXECs(i]0� ANaft coal prooMad ab the�ulne3ure. fiyP accessory is -e wkh D. Apply stu000 in a thtse cost halals bL_as blows: i nidbMited' Q91f�.31 1. Sctralt�t cwt b b los applied evenly n unloi�r ahictvhess d 3J8'and squeezed lath 2. openings ), �bnn Mab pr'0� acoustical materials and alpplicatbn or sur Apply pMR compound rh 3 Coats (not including piers)) d ni s n base and said r>pension bearing UL between last 2 coats and after last coat. fflfkirlg for WpkAble UL design nuittber listed in UL'Fre Resistance Index-. A. Substrate surface shalt be minimum of 1/2" exterior grads plywood b badciq to bent ttrdrarticad key with mesh. Rake hortxwUly when stucco is tirm but nncl B. Tape Joirris uric wale(-r*$MW t gypsum board base for ceramic tilM with wsoof buildiand ng felt(s) cap/base flashing in place. Idly. Apply bcoal al when dried and 41111lnest ed fllic�enfiy. e, PiNshad panels and textured ta(pr0951 .14 2. Brown coal It b be alppaed urioim and lbaled hvef b 3/8' thickrms. Lks`ttty swine Parts A. Do not had Interior &MUsfiC4li1 fellings unW space is enclosed and weatihsrpr+ool, wet-work i- 09.100.32 INSTALLATION OF PANELS AND ACCESSORIES ILMI oa.kohl Cutts 12-46 hours wdh total set d 7 � w"• DIVISION 9 - FINISHES sPaM is ComlpleMd, work above osirgs is oompieled, and amhbien conditions of t l A. Paris shall be erected plumb end true by qualified tradesman. 3. Fbtisft 004111110 b be applied burin Coat after dwnpeNnq. Trowel 1/W thick In medium dash hu middy wit be oontirxxofmtt usly maaned. 8. Penske steal be aligned art spaced as shown on drawings (and shop piL Muhl Cues 12-24 hours. errpera re ,u,J drawings as rimpAred). E. S><iocoltp Merl be POBCIed from uneven Mind excosslve evaporatlon during hot city weather. SECTION 09300-ILL 09510.2 PRCAXJrT C. All horizontal penal 'pints shall be filled with silicone sealant. F. No skloopfng shd be done it an outdoor Iampe(mf jrS Of less than 40 degrees F unless adequate D. A I vertical panel puns shall be filled with silicone sealant over a IampDrany Shelter Is Provided for a period of not less than 48 hours after k►stalatlon. 09300.1 G Nr ♦i 09,510.11 QIEK ING I KM: 14 LM potyyetityferw foam backer rad of proper %za for joint. A. Provide United States Gypsum 5/8' x 24' x 48' white E. Sobcone ssalirx shay be Dow Corning 790 or 795, or equal, applied in edge for klbchen and hv'ikt. rI 4 �� stipple atrial) vinyl faced panels with square 300.11 �AF.�[IS; accordance with sealant manutecturer's recommendations and shall A. Appy tjl b a clean dry surface when surface 7Nr and rtnalerl it temperature Is 50 degrees A. Drawings, Spealtcah" Division 1 and Contrad. match penal color (Nevep Whits). F or hVtsir drift atppicabbn. • F. Fasteners shall be Ptrkips bugle head, self drilling zinc and clear B. Appy b ltlr=AW ffiowifftp 72 hots ns dryfrq firm. DESCRIEIM OF WOW chrornats plated for rust resistance. Fasteners to be counter sunkTrail any C. Traapparent siker)or eifaIVISSI UM with proper nieunlraiznmg Impound. 20951Il.22 ('EIL ING Si IS_PEb�ISION MATF_RLAs S- A. Tib incudes oeranhiC surfacing units made from day or olbher ceramic materials and includes: A. Coordlinwe with other work supported by or penetrating through ceilrlgs, including light fixtures � and cover�ad with patcd materiel to match panel sumface textus and D. AFS or mo110 a•thortuxttal surfaces witlh a brushat a rade d 90-180 stluare feet per gallon color. Feeterm spacing and attaCtmerit method shall be in Quarry Tib and FIVAC equipmnent accardeince with manufacturer's recommendations. B. Type of system to be ekher direct-hung, or indirect-hung suspension system, at contractor's G. Accessories she) be size, shape and spacing as shown on A. Cul. patch„ point-i,p, and repair stucco as necessary to accomtgdale other work and to restore x.13 L option. maxxf•ctun•m's installation ouide. or shoe drawings, as required. cracks,dents and ktperlecklrts. C. A. Provide a the billowing 1 �Ae'eed suspenabn systems to be Chicago Metallic N1860-;iFire-Rated system with exposed or each t cross runners Doped to lay flush with marl runners. Q�,1 0'0.33 '17(AHKAN I Y ng yips 01 file- Y Pc R121fl.3S ffl1 Provide uniform factory-applied finish on aluminum caps 0, ceiling suspension system, A Manufacturer to warranty cost panels for a period of 5 yeas ham CI FANNY; A. Remove is Ctuamy Tile to be as Stanspecdard lied on dravwngc wriudng moldings, trim, and accessories of manufacturers sti ndard baked enamel while aurctiase date against detective materials or workmanship in hbription. mporary prvledoo►t and enclosure d other work. Promptly remove stucco from door B. Tile Courhpl of Amer►ca Standard 137.1 to be basis for requirements AMM-KnMQ �f'AflA P E r A, S G F F i ' frames.wwxkms, and other surfaces which are not to be plastered B Installer shall advise the Contractor of requirements for the 09510.23 fatSC L LANEOUS MATERIALS. equ protection of stucco from deterioration •g e��I b��y A Provide standard s{xrng steel hold-down clips =10-1 UM$AL and damage during the remainder of the construction period. A Deliver packaged materials and store in original containers with seals unbroken and labels Intact QW t1=11 49110 Z Sill6Bdd7 unlit time of use mill EXECL[TIQN A Dlrarlrga, Ell; -rs Dlvilsion 1 and Comtrad A All stucco work (interior and exterior) shall be guaranteed by the installer and Corrlraclor for a period of two (2) years from the date of acceplance by the Owner 49300.15 JOB CUNDLI1Qt`15:A Maintain environmental conditions and protect work during and atter installation in accordance with MAUI INSPECTIQN, XKIXMA Installer must examine conditionS under which acoustical ceiling worm .s fo be pertormea and mus, 12921jL12L A J yips of bidudee DIVISION 9 FINISHES manufacturers recommendations notify Contractor of ury nsa,isfacto conditions t . P�ortttard Cerrsmt t�tuo0o 4�SIQ.2 HH�1?UGTS Q_9: iQ_22 PBEPAHALQN_ AWLMAWL. ;SLG iION 09250 � p4Af3(,� A f:stabl+sh layout of acoustical units to balance border widths at opposite edges of each ceiling tl � � Q.ZI 1 -PRQQUGT�aae A VAvoid use rf IcisS than haft width units at boarders an!l cornply with rellecie(1 cellinq 01?ns wherev Vleme •wsaco •Iwtaea iiati faire res�s4ltrtoe rltatg aro MhdlCaled or are nq►irsd b comply wfr e w 49259,1 GENEBAI poSsiblu i1�g��'P� m�elerhala and abisisUorre ��"� aP'P�e alssEserrfoierswhichh. Quarry Zile to oe 1/2"mK;k o1 sizes noted 0n draw,n;5 iter• how 1•saed mid toad by rocognitziW-a.&e"Ibin IM- 1 t Where shown 'Abrasive" provlce rrLanular.;,,rer a sianda►d abf,�5w2 burta,.0d t+!' , 1 Pra►ictr sbA= heivblg tfto tarns appegiflse w epecllbdJot skrdar noxi ruled wart, 1 -� FILLAT F C?_DQQUM1.N1 A 11faN'any Sk3cltY'atK,n 11WiSlprl 1 aR� 1G(Ilfa:�l i Provide Iran shapes 01 SafT1f.• material a„� !Irl ,,, „- ',i� ;il� 3rY. G:; 1011,W� f 13 otV anrl d (Amw and Porttand Gerne rr L lie Ptsateming. f xl error (skxx o) and Interior Anyincan pt f',a`,e to b s a n it a ry c:,v e of t i! lot dkA, A42.2 1971 I r IA#log and Furrtrhg lot Ft)rfanl Geniemll acid Pw6and CemeN Lime Ptaissofing. Fxlaettx (Shx_,w' 4' 1: DFS(Rt1)ION QF WQHK and 4*mx. Ante xb w Hasiorvr %aixtartV kis bilge, A42 3 1971 a 1 yl)es c' work Include� 1 1 C,,�ps,in,board applied lr wocrl franunC ani,i;;!rn., .1 I irii0iinq ,prnl taix' araC compa;..1a ',tatmk.ra1 A lmytvrr' woo, iiYJ i7rJlt>cy inarRllvILRed nialtwiai& it'll r1gWtal and u'K1tYwwd orxitafner,, � (iyll'.Ilrn bemrrl cu,ilrv� on o,,t c, ,•) ,',..r, .' �� ':''' • (3 AJ CmTier ulvjus frlialer dI steal be sla"i Ori grzitinj Lymr cover 1!Ga3rt', c�I IfKin u `u i� �t�i LF jrr.., r L F'trAec x"rs_vitrs wart+ from NinotuI of16 - wtwdi rTughi reyith tiom s1ua;c)u'g 4") r)F + IF THIS DOCUMENT IS LESS ��tfllttll11111 1 ) 11111 fl1llll Iltllll IIIIIII TTTf 11Jff1[T1111111 (111111 111ITF IIIIII IIIIIII lll1 � l III Ili I � III � IIIII I l lllilll � l �l� lll III III I IIIIIIIII ' lll VIII I ' " LEGIBLE THAN THIS NOTATION I 1 I 7 I 3 � � I f 5 I 6 I 7 S I I 1 9 1� I it I I 1�, APRIL 20 1994 IS __l__ _�I___ _ �_ �__ DUE TO THE QUALITY OF II��IIIEIIII IIII ZIIII ll8�llZllll I-iLll Zlll� I9ll __ - I ►I IIII�IIIIIII_II_�I_III ►llll lIIII -�_� ��I _E_ _� � - i �I_� _ _�� No,36 THE ORIGINALDOCUMENT. Z 6 8 IL 9 t,i' �9 IIII!IZIIiIllf'it,1_11,l11 ,111111 I { IIIIIIIII Z T�M,_Th II IIIII IIIII,III�IIII�IIII�IIII II►1�llllll 1111a �i11111►►1,.11.11u1�1�111��111�� u�ll1�1�►1► I► lll��ll �� ll�l�l�� ►l��l� �� Illllill d I y_ � - ..�„f. ,�,�,,,.,,,....r. _.. __ •-•.ems. �..-_ _.__....,..,...�.,..-•�,-.,..�..__ _--_____. --- _ . ..._.,..�,,,,..-.,....._._--.__ _ INSTA l A _Q& I B Stir malen4115 befcre dpplw:.at�ons la proo,ice a mixture of uniform density, and stir as rer;.,rred during Install mafenals in aocordanco with maninaaurers panted instructions, and to comply with apphcafron B A separate contract will be issueC by the Owner for installalion of the drive thru order syslerr, governing reguialions, Ire resistance rata r Contraclor is only to install boned sensor bop in pavement. aPPhcat,le no work n9 equiremerr,s as rnd+cated, and Industry standards p 4 C Installation of eleclr►cal rough ins for items to he installed under separate Contracts i5 as shown On 15100.1 PRODUCTS AND XFf"l1TIQbN B Install ng Except for such items as are normaal•Y wired up 31 their point of manufacture and so delivered, and n sYslPrr� with ►►..nger's �pPon� only from buttdrrq s+nrctural members l ovate A APPIY paid in accordance inn manufacturer's directions Use applicators ind techniques best the drawings. A unless hangers near eat end arO 6L,ec:ed 4•-0• ab suited for subslrale and type of material being applied Spray a D A separate contract will be issued by the Owner for installation of exterior signage to rnckide sraeci11"lly noled to the corgrary herein, the Electrical Contractor will do all electric wiring of olherwr<Se irxia•.ated, � each carrying channel or dried rtung runner, wJess 9 PP P Y pplicahon i.. ►ecorr►mended for 1 . Hof'nPbil pole sign with necessary foundation. every character for ieveing to toierance of 1/tl- in 12•-0' general exterior Stucco painting power supply and inclixii g control wiring This Contractor shall erect all motors I Searro wire B. Parra surfaces behind nravabie u 2 Dnve-ttuu menu board and direclional signs with necessary foundation. 0 PWA ►gadY for connection. Sianers shall be fumished by this contractor with each such motor of hangers by k�oprng and wire-tying, either d+redly 1�� structures or to inserts, eq fpr-.ern and tumilure same a5 similar exposed Sunaces Paint 3 t(d�nt�wtx�ildi signs/) o the eye sabwt, or other devices wtuch are secure surfaces behind ng i9 / oq type required and deliver n in good condition to the Electrical Contractor at the lob The permanently , bo M'. an s or ledgers with prime coat E A separate Contract will be issued by the Owner for installation of Computer system to :nclude. Electrical Contractor will mount all such starters C Instal edge ►nolyrgs at par>rneter d aooustxal ceicing e•ea and at locations where necessary to C Finish exterior doors on tops, bottom, and site edges carne as exterior laces, unless otherwise conceal edges d aoo�al units indicated. 1 . Cash Registers with cash drawers. 1 D Sand highly between each succeeding enamel coat 2. Printer. 15100.4 PERMITS F S ANDCODE AE ,�eTIONS.` �� rtpidir� b strbstiate at ntervats r►crl o+e► 1t,• o c and not more than 3'from erns, 3 Cable assembly. A Obtain al rmrts r E Apply scrtticient time between successive coatings to permrl proper r Pe equred to do this work and pay any fees required for such permas want rx4+rtg suspension system to tolerance of 1/B- in t2' 0' Miter comers �'•� 4. Video monitors. B Conform b all state and I '�etMY and Connex seaurey F Apply first goat material to surfaces as soon as practicable but ordinances and rulings applicable to this wt,rk and in effect at the time D lnebl acougicei G Apply materials at not less than ma►wtaaurees recommended 5. Processor the wwk is perforr ad partelt n�-ortiirratbn cutin suspension system, cutin edges concealed ttry si�port spreading rate. 01 w1O^ryw^teSs. Satre crit CUl par" to 11 ac..uraley at oordera and at perwtrabo t; N Apply one (1)Coat of primer (A indicated) and two (2) coats of the finish paint or other paint indicated 1510D-S 1 I'�hokFrlr3an dips n aft areas for all Rem[ nlerar and exlenor to be painted. 11400 1 Psar7D�x`T b1wNDl IN(; ' D r=F 1 . The first finish coal is to be tinted to a shade fighter than the final coat noted on the A. Upon delivery of tho ogiuipmefet, it is to be unloaded and stored until installation. Protection from A. n shaft be It* nesporilliAxtrlY of this C•onlractrx rt to install his work to conform to the structure, avoid schedule exposure to weather and Continuing construction is 10 be provided ahstnx�brtl-and,.inter16rer�s with r►Ihwr trades, preserve headroom, and keep openkgs and A. clean expaeci surfaces 01 aaoustircal I. Kitchen e44mnert touch-up is b be done as necessary. paissageways dear. msrr�s: oeinp:, inclding trim, edge moidirgs, aro suspension 11400-2 EX�I�K�t co►tply with manAacturers nstructions ler clearvrg and larch-up of mirror linish 15100.8 � 01%HL35 Ct FAN LIP AND PAOTECTiON A. :k"V pogress a work, remove from site discarded paint materials.rubbish. carts and 1HOU1 diagrammatic but shall be followed as closely as Actual oonstruction of A. The raps.t end dnawigs as pepar+sd are - F� EZz c4 each worts day. A. AN puipmenl d 10 be assembled and set according to manufacturers shop drawings and the PMW and the WWII oil the trades wit permif B. Prated work of other trades, whether to be gaited or not, against damped by pairtllrg In lti a tkrrle.and Biocicirtp, apaoers, filters ane oonrechons shah be provided as necessary a insure a j 1s1nn_7 tinishrrp work. Ortel itltaMilion 1111101 Is Plxrfb,krvet,and flinty anchored!n Iocalliam irtdicaled. C. Al the Completion of work of other trades, toull-up and resWe all damaged or defaced painted 1• Inatalf O*dM Steal Fipm Flood Servbe Equent (4 places). Sol each piece ii Approxirrwle A• Provkie b the Ane Corrinx�ion Manager a Cornplele record set d blue fine ;which shay show 1 L. surfacesiocsfion. every change hom She original contract dtib drawings per cortrad. L Provide 1`Copper wale N kites (rat PVC) b all separate SWOrnent draft bcatform ' �D�► i DIVISION 10 - SPECIALTIES (3) shown on drawings. Proper et,pport a these waste lines b equipment frames 151DO-a x.11 9 A D't'�gs.40cillicallone and Mpa M Mr•�tknfllions ilio drain is necessor necessary. A. Labdhell be performed in a woduri bike manner by mechanikflftd.cs sin their patiptdlM Made. Olvtltioflt 1,Contract. TION 1 ONO-Ai'&6�Al�.S C. Pfovide Sbditd SWAM b prewired electrical parte. � and equOmwI shah be installed square and plumb and access#* for proper operation and �I iISHFRQ Provide cold waist old hot walsr service b solenoid valves at suvkce shaft. swvice• A. Tine gottl"wok h lrtdes palflnMrg and irtit"llg d interim and exrrior exposed serifs crit axaoes �'1 �� 1�]OQ.s t�auiplroilrt pra�ecl an shown an tfr drawige. A. Each d fire various pieces c etfuiprnerlt shalt operate wlttrout�vin a noise. 1• &Xteioe papartlMion, peg. and Coat a PCM WOCNsd ane In Addition b Mapprkrtkg 10800-t t REl ATFn npCa WFN__T� 2. IrWal los f�tirts per ir>strudiora,sound in peoklrq Nat. Set artll in place level and matte OW a�t++eaoitnert speCried trireelsr oMner section d work. A. DrewinDs,Scatiwr Divfaicxl 1 and Contact. l conrectionr. warts times be irufated from exit location to drain. Set rennins 15106-10 AMR B. See the drawings for Accessories to be furnished by Owner and installed by cortritchor. eandWANV urn on roc, I appMcabls,pnovidirg neatssary prefflbrifMad el"on rafts and A. Clean out ar Nates,ate 0 ant valves, crud dean all�;.::.; t ' n4tltM�t��- ktstar y r�anvs and egWpntent. rek�ersnl kit and provide A. Dsigtrer aralsrWs b job she Irk orfpltrAl, new and unopened packages wild ContOWS bearing .Y!!'�AK 3• limas as shown on tete drawings. ' Y Mrt#elbn. Previte - 1ST AANBPATCHMi. nitric and label. A. Extent d each type a accessory is shown on drawings and Indudles: � p Sin: Cum"o or pslcft-g nsog@My b ptlrrrn the hMaMation a 1. paper to"dispensers; L � dipertintg un b w�fi lice bins a ircOL-alted Ioptbns and position tight r'�PorMb of rite oor*aobr. wok order tNs Conett trashall be the �•1 A 2• matiior shelves; • App p1Mr1N 1Dfry, when 1enipNs*lits a tiur!aoee 10!be paktls4 andawwwMig ak3• total tissue dispensers; b. Set remote conderding unit. if appiicable, on root -Providing necessary I-O V OOMM iM Pellltiad by M 50�� F(10 dad C)�90 4 fNegneea F (32 depict C),artless 5 f]!''>ri�' pflttlhbAcabd>xlpiport raNa'andr re'htgersrt Nita pith Dat. A: �+� neceMary estcavalina and bacfditlkrg ler ttte nstaiftatlon a work ApscNW B. Appy ��onlywften pail's tiMnrctim. 8 atairisss smel trai<med mirrors, C. N�service dU t from dispensing urns b above After the Pepe has been installed. tested and ¢� wW U Mets Dtvhbn. And uontliguratbn and Pit VMG hortnontal bracing dfshaN � s em with approved m ft wet tamped or puc"adf coil" . lite t piece. s shah be ftidle the b rwtprllrws ante loslwaetn 45 degrees F (7 degrees C) and 95 So be egrees p� �e fig. *W be WWfY M►PfaCs' Al I irt+p otRsids the txufidirtg C. Do OP WO EMO PWWJbd by paint MNUSMMn Dred Morins. ). urdiffi� B Cor1a<,ft pprrolabb fire ext dni uWie d. Int"beverage lines from syn�CM location b master unit and from master unit b+ She Irotlt Nits. Y provided by owner and installed by contractor. unit. igl�.lS 8. ; )0600.13 OUAL[TY&W1 IRANCF* e. IrdMi rOfrtperant Mites from master unit to hoc mounted condenser. Provide A. FLsh ali urd ant p4M Willing through the roc in con iffeaion with lifts Corntract, with WW lead f, requbed hwiNion. built a mi irni m a t0`kto the roofing.in all directions from the oua th tside e pipe. i Copper waste Nares ore New on the drawings. {. Exhlwlst Hood ktetalalfone: r I� 1 3 ffi I5 A. Coordinate aooessory locate r work to avoid lnlsAennos and b assure proper • a. IoM sedwrlst hood on casters and le operation and swvicw d �.Zi B. '�� Pte. level with osai>a and LL Plaprielary names used to cbsignMe design and construction sill$ aft products. Suntan Items by kl 1 Y Insen01ph M b be out a �lo�W. �A WAM and roads � j A. P� oolt#L eurfaos trellrnerth, and fintisftee, an indcrotad in `edteduiea` a the oollead �d�iv�or W'refaous will be aooeptaWe. -- slig t and Ing" 5- lay coins 18`O.C. AtMOMMMUE-UESMAND _X B. P+ovl6t�fM/n cocas wlti0lt ane 1�Q.2 PRODUCTS b. each v s M>Ie beak of hood. A. Al Corescla>s chef examine the she and raw low the Drawings and SpeoNostiong prior b sugmr i V Ar holes kom ow by a trcod and provide 'aM{htrage rod nom this ansa up prop°w• 1 W curt P P� used. NOW Regional CorrlrtalQlby Milo times apace and bot b 10p a hood support ansa ussig 2 washers (1 flat tock �a any anlicptaee pvb+unt. t,leirtg .piecaled aoatMg sysler+fr rrfUt etnbNrales Prtrmed biy. iQOIlII.Zi 1yPel 151IlQ.1� WMAhm a, A. Paper Tows! Dispenser, Ab,S-U 180 C. A iW SMO angle inOn IS a be isriwewed wo 1 1/2'la�eorwrrs irtM�and across 2 A. ��healer chat be ler to(5)y� I A. Pmdaft d a agog rne�lurar ane 1"d but C. AeoMsed Iib 4WU TOIN TissueMam 0. Monitor Shelves: Bradley Model? iep lock washm JOW Will= b et trod Drill 31fT'incl in DNISMN to - NECM I be �, products d one a lino followkrg mix#akata7n cult p � : A,►-u94t d � W angle cost and taolt wilul soospled �•try are sinew in quaff r and IJ, "Ir, in flush(Color and 1"Llre): Ram wOh Conoealad MounMV: Bray-Kratm D-75 In length ro4�irsd by local codes• hood Is to be lereisd 10 I'tsing by a*neling tract aa- woo rod. bQU: N { 1' 9aNafli►1iloons E• ReOassed Soap Dlsperrers: Bobrick AiJ-1.1130. plerlor 10 M��anSim drat be leveled at rte waN rnourtt locations �Q�Ll�I�ffi-�'1.L�IQ 2. •P11sr aNidl,am ed F. Stahbo;,'feel Chew*Frarne IA mors: Greenwald 240 x 30"and IIr x 30`sizes. e. lift l flsf ducts kilo le bo (both @L t and '' PNWMO mice-up air) It bride the collared Q Fire ftlinguish irs b be dry ,t1iernical _ llsr'W apeninpe In Mie top a the?saod and the duct should be welded from ir*&,$ ]��.1 L �.i standard for specified size ox inguiaher. with UL rat; Holed on drawings in nrantufsclurors 5 Mte hood and not fMom the floe. - Catow old fltlmo: F1 doh• Stifle InetslaafNOrc 1 .11 1 eonjarfltlfln MWofl.lbar grad EaMfx Ifouee Prnlirt (103). 3 a At fraaali♦ared Is**Pled cont sMo for propel•arok t�fnpkg at etre want. k*d Drso vs, r wflilon 1.Pisrnenaf alecf„rrc,I . B. Fermi Malan Pdm r- Benjiffin* Moors Ikon Clad Ratanio Ruol kdillib ve P&W (163): Firs h - this braslolflM h Mr prrtsorbed bcallort for b�1h roepeclMe Nrrla. Girrniort,am Callratt. i J �.• Bert�■Idal a Yoorrfl'tclo lilm rr- Be*Lailex * M Paktt"(103). 11m�.31 b. ktstafl falrDsls(Cf1iCa0D i44�f ppvided by equfpflrterN suppMer b splselt befo+ti x`12 C. (ielrianninted YMaI: Pfllrflrsr- Bertjarfltn floors "kat Clad Galtrart4ted tirletal PrirreP' (156); Finish - alrikb A. A. Inrtaaer must examine subostrales and other conditions under which ;•:wrtaastion is to occur. and ltel�p bra"aeelNr�on wet Foal dit a ala-i■bor, arrerfals, toollf. k y b �� Bert}flflllln 11oefl�"1lpssprrd Lou Flours Palm"(103). . D. PaMwflflsrti 1i1afl1tlgpM Pint a LanrbeA-Traffic Paint'. notify Cncleractor a oordkiorts detrimental b proper and Wneiy iste to eort0own 4 work. C. � In CNon0 and poMds foallkluous ca Aft NOV tr�M on �aarn�d�syelsfla &MMW on Its,Dt&*W and as bows: �aft ,WNW cc»o°n�°rr fiofln etre curter rnsler to any •oK �Q.24 l Q600 jr2 6. VMoflk Table: Ir*d+oar oflt shim OW place nW to ins and � g s. A. 0%satnn boslrlld: Printer- PAN$Mntn tiboa 'L atlaaac Quick � A. install access units In accordance with mwnuladurses Inigh atlonns, uff"fasteners Whildn are Fes:b0AI ant and SM uP wMh WNW in urn b Own proper CpsrMb L A gm T. 2• �.craft,visfla ieloseerflrs and ahrt6sflraM Mines areside afro Mntttids lire buicfng•, I I R a A LAw Sir FMt M Emnal l P'►lrne Seel" (201): FitYh - ry ,� is b be Indatled prior b Irysr gt�k-daoornrrel e0nnredar. 3. Plxrf�Mrg MkNW 8. Wood Strelves: PYknsr _ �)• - approprifte b substc a and recommended by rrrrxllachxer d unit. Install talrtRs pturtb and level, 6. 6ri4d(e j: Qoioilijoorrnnsct and +. T ��a1 tis rsgtalMed Irkrn acrd Moods Shelli pr9►krdraMrisl Enorti*N. (il UM) Amid Enamel utdmbW (217): Finish - Benjamin "anchor'ed in bcations indicated. aldjtrrM ltarrne on �>i� carne with equipment. kreW the same, t�ttolttrq tl d rhpgorM. 1 ) P�fit rtgtilalor and left wiut imard for proper utast up. 5• Rouph•lrn crit OW 111 Mb b w11LII WI in etre 1tiGten and Mrvtce area, C. Favars MsW(Enpblit"Side): Prbnsr-Banjartn Moore Tryon Clad RsUrdo Rust InhibMM Pact' 1QflD�.3a �' - - - 8• Pmd Pim-d* o0fl1necl of s b heelir and air 7. t lMM And uWy Connections. 0011 g egtripfltwt. (tA3):thrift-Bwtjsrrrit Moore'3alkt Mrgtflow Ertanrtef•(236)• A. Adjust accessories for proper operatics and verify,tinct ntec>>rarnlsnrt lurnclion,�tiy ff. Cass piping b healig, tveng snit � urrla D. G@kwt ted bkW: PrMltiti► - tlwt�snrin Iti'mn - 'iron Clad GafvaNzed Metal Primer' (156); Finish - B. Clean and polish all exposed surfaces o1 factory finished accessories after removing protective B. Installation tai Mw tN base and wood filters at Owner 1►rrtiatred and ktstaWed sale k b be O°� g . ref heasm. mss. and coatings. fryers Moore 1mPereo;(3bss Eflranlnj (1133). - after 1t has been set h place. Convector 10 provide 1.0 x 12"Ig- expansion bolt its concrete 9. Ell " PVC piping iwi^y f 4;4166•for lines. E. Wood Doors ptrirbn _ B�� Moore ' �� Bartj�nrlrt Moexts-Satin kir mw Enamel-(2M) �� Erato llyderbody' (2173• Firrofl DIVISION 11 EQUIPMENT for irrCflOfagEi OF safe alter being sal in place by the Shipper. _ PR 1r TR F. Etylrixnent Twin uP i3er>yamin Moore"Porch and Floor EnarneP. (122). 11400.22 � FINISHES- U=13 FXECIMQN SECTION 11400 OWNER !-' Il_RNISHED EQUIP A. After oortpkr,tion of installation, and completion d other major work,rongve prolective ooverirtgs (1 ��4'� OW` r,^ Y) and dean ant items, internally and extemally. Restore exposed and semi"xposed finishes 10 A. Soil, waste and earl piping below tbo to 5' 0` outside building shaft be standard weight Coaled SpA remove abrasions and other damages;polish exposed-metal surfaces and touch-up paint surfaces. Cast Mon soot Pipe trod case �neopene gasket finings Yard piping shaft be extra strength vitrified _�9Q0"31 IPJSFECTION: ci��y Pipe and Iittfrtg.S. A.B.S. or P.V.C. Schedule 40 ant tiff• A ApPbmkx muss examore areas and conditions under which Pipe fittings may be installed. as approved painting work is to be applied and notify 1L4itSLL1 9t=CITED DOCUMENTS DIVISION 15 - MECHANICAL by local a lhordy n conceawd locations �y oonf►ac-'let of oondgrcxis delrmerrial to proper and timely completion of work B. S011,waste arld vent pQirlg above Ibpr shrill tk Standard weight Coaled Cast Iron A Drawings, Specrfications Division 1 and Contract. steelh�teo ane ,. �._ Pipe and star►tless Pn gasket Idling, or A B.S or P.,,.C. 5zhedule 40, as approved by local authority in .:3.4Il�32 SURFACE 1140012 DESCRIPTION OF WORK SECT1QCJ 15100 NF Ai futFCNANIG�HF�IIIR�,�,FMF CuG Valed locations. A Perform p►eparatan and leaning procedures xf accordance with paint manufacturer; instructions, C. Hot and relit water piping above the floor shall be I A Extent of 1510Q_1 type `L' copper with shall be type 'K' soh drawn for each particular substrate condition equipment is shown on drawings and includes the following copper tubing water piping pints. B Remove and rertstall hardware, hardware accessories, plates. I►gMrng, lixiures, and s+miler gems in 1 Kitchen Preparation Equipment D Condensate drain place and not to be hrw,h-parried, ur provide surface 2 Kitchen Serving Equipment A. Drawuigs, SoecAicatbns DMsan 1, and Contract. piping shaft be type 'M" copper, galvanized Schedule 40. applied protection 9B. See Drawings t Y E Indirect waste i s C Seal lops, bottoms, and tut outs of urtpnmted wood doors with a heavy coat of vamish or equivalent 3 Walk-in Cooler ng or materials to be furnished b Owner aril installed by Contractor piping hon be hype 'kV copper with 50/50 sweat solder and wrou M Beverage one pipe to be electrical P V.0 9 Copper linings a Q sealer 4 Exhaust Hood F Bever pipe with 30' lull 90 degrees sweeps. 5 Storage Shelving 15100.2 WMELV WORK: G Underground gas piping shall be Schedule 40 black steel pipe with long radius steel welding A. line work to be acro fittings Installation of gas service piping MATERIALS PREP RAi Qtl F I .npbyee Lccke•s accomplished under this section of specifications ircludes the turn-shing of a!I labor, pp ng shall be in vented conduil and shall meet with the local as A Mix and Clock Time, Card Rare supervision, and equipment for the complete installation of air conditioning heating, ventilation company's approval 9 preparY pairttrno ��tatenals in ar�firdai'►CE: wnr. m3n�•lac+ure�; o�ri•�t�on5 e Mrscelaneous KrIchen I.Quipinent plumbing, together with all the necessary auxiliaries and a ppurtenancc- ; Plus the furn,shino of aii Plumbing maienals as noted on the drawings - 1 1.7,299 SW PAC T P 7't,' H f f�F 16�1E)Y 41 OF:. 42 E (. V NDN IF THIS DOCUMENT IS LESS A' T�f IIitIII III III III III IIII III III III Ili ii' 1 �1 111 11i f11 iiI 111111 IiI 11 �I III III III III III III III III III III III III � Iilil �lllllllll III 1111111 11 ! III 1111111 r i APRIL LEGIBLE THAN `PHIS NOTATION, I I I 12 I I 13 � [� 15 ( 16 I I r/ I I 9 I 1� I 11 12 �� QUALITY OF No.99 ,► T IS DUE TO THE , THE ORIGINAL DOCUMENT. � � I [ �--15I � i--� - Q-� 1111111 ---- t-3---r---- 9gi �II�8IIiI-IITLI ',, -II9II 11, -9II- II IIIIIII6IIII1IE I-I �IIII II111II ;lluT1-11-Il-e - 1111-11111 -I�II i111�1ir1u1 r, l .� _- a I I 1 Gas Pw'ng do0 re grt�u7.0 stt3ii t)A jrtle , ,- a EIeClriCdi r-. ,r�liiC Or7U t Snail be used Cni, I ..;,r �' dUie IL tirdfn 3'ec'e wltn 1 25 Wund b13Ct, ,�alleabie Iron " 5n :.E ):anC ng �4:'�._�1 P .RKirJ�f-QT �IGNTIh�yj screweC Ir,1i be In comphan:e with NFPA Bulletin x54 and Zompression lupe F s a3� pf' command .If Ik�Ir1tS shah c��"!- V_Y89BA• DL n i,onlr3ClOr IO Install ;K3rxi,Y� K.f •�; f: .�nr•e r,CC31eu Gr, ;)e 512 iar IOCaI apptlC�ple A�"es drY7 Sutlao!e !Or r atural gas se-Jive Moisture traps snail be installed �.)n C Flexible metallic conduit may be used In concealed �,alcns les,, ti-,.In k 'ig where permllied Cy HVAC water healer arlo KICner, PQtrcpmu,tn A The National HVAC Venwr shall wavanly all equipment -Ind malenal supplied by n,m fcr a period 3t Code Fittings shall be -JaMe' or -Squeeze- type ^ne ( l l year from dale of restaurant opening against defec!s -n malenals dnd workmansrllP The152010 lye �� Q; J Q Fiber COredun sl^all be Type I and may be used on concrete Encas?o a^dergrnund cnslatlatians In A Owner shall imish and Install exterior signs .n yard and on building 1b-a�Y1�IY, warranty shall include it* cost of an'300r arid malenal lieu of nyrd Steal conduit as permmed by code and other goverr�,ng autnonlres r'�ovrde a wide , A Ali not and ;p� water , , Ea ?he Healing Ventilating and Air Conditioning Contractor shall warranty his installation for a p•t;Iod ct B Elecincal Conlrarlo► shall turnlsn ani Instal, wirnq to sign ii-i"ion ooxes COK.er pip•rq Sn„I tie ,nSuIlled with at least 1!2" thick foam rubber or loam t Sued ,n,iulated conductor (green) grourxf wire In cohdun lot continuity of equipment groijno htaslrc type pipe Insulalcm one ( ) year from the dale of restaurant opening against de►ects In workmanship rhes warranty E PVC condurt may be used for exterior Installations wnefe permitted b code and shall Include the cyst of all labor 3rx1 malenal P y governing aulhorn,es Green wve ground wire shall be rruvxded when using PVC tI F POQ J I MISE L rAN,FOU5,C�[HOL ANG EQ 1f-1MLNT WIRINr F1X7tlt F Flexible non metahc snewhed cable used only for Interconnection of units with foo! mounted A See Mechanical Drawl for winno diagrams and related work A All fixtures shall be as shown on the ar3wir', s with DIVISION 16 ELECTRICAL condensers _ g Kohler, ur Filer g equal Products lumcsht'U by American Standard, L'L�.�L�413 Df� SFCTION 16100 - GENEjAI�REQLJIREAAENT� 1$2U.2 �-��XA 1 =ItQx`I BQXES iUDQ_i-9 L1Cit-fr SWITCHES. 9!l�S�f1�4Fi�1►YK5. A Outlet and )unction boxes used in concealed wa►k shall be galvanized or sherardized one-piece, A Wall switches for general fighting control shall be specification grade, quite type, totally enclosed A Aw accassor►es shall be as shown on the drawings with equal l�'oducls lumtshed by Wade, Josam 1 Ivorcobr, and shall be as manufactured by Hubbell, SI„ter, or Pass and Seymour squat to In- pressed steel, kr eci out type size In aCl:OrdarlCe with the code Plastering rings shall be provided lotbwrng Nutibell P•oducts Of Zon•I be►rhg acceptable 61Q0.1 �� DQGLIMENTS for all Bush mounlecl boxes. 1 Single Pole M1?21 Drawings, Sprecd caleon Division 1, and Contract 8 Oche; and junction boxes used outside of building, , areas shalle on rootor In landscaped b 154 EOLJI�NI:, 2 Double Pole +x1222 A Water heater stab be as shown on the drawn with 161001 a�PE WQNK: waterproof east akemir►im with conduit hubs as required 3 Threw Way Mt 23 Wate 11 A equal products lum*hed by Ruud. State, or A The work covered by this Division consists of lumishin all malenals, labor, equipment, and 4 Four Wary 91224 gas water heater shall be provided with class 'B' 11 L. labeled flue vent similar to g1fi2Q�.3 WIRE AND CA& F (600 VOLTS AND LESS) 5. Dltllnhel (Lulron) IID 113P Metabeslos Tyle RV oomPlete with lNltngs, ceweng collar taw roc! t weathe►1 apparatuses and perfomung all operations required for oomplete installatyon of a complete and A. Type of wire shah 1x!as blk.'wa: heater shall be toy Water property operatir►g electrical system, In stnct accordance with the applicable Drawings and I. Unless otherwise ir0caled all wire shall be type THHN, to wet locations. It shall by Type 6. Key Typo Same as above except key operation provhd�e.7 with all temperature and safety oorhl�ols InGudng ASME rated T and P relief vatvh,, pas P+essure regulator, drain vale, etc Specilications. THVIM or 10.KW. 16200.15 EG PTAQ_'_ OUTSETS: B. Fre Supreie:aron System: Provo@ oorhhlhlete hrjsul A-101-30 lire protection system as shown on 2. Wlrhg a4awht b heat prndur;�ng squiprhherM Shah be Type AVA. A Single or du lex axhver>terx�s lf►1L1Il.1 APPLICABLF STANDAH�AND CODES: np F aceptacie lar general use are to be installed vertical and shall be dralivhrga liar rnstallat;oin n the range exhauaa hood and shall comply with all local codes LAPPA y � 3. No wire frttaler ahan x12 gauge shag be used, ex 1cx s specification g ride ?0 arhpere, 1125 vol, grourxfing type, ivory color, and shall be Hubbell, Slater, A. Matilifir c, cep hgrhal rx control systems. Bugebn +f96 equifxnerM and instagatbn of the electrical stem shall eorhfomn b Id1ri latest standards o1 4. 1Afire C. Cutol`, valves underneath lavalories and tonic type water coasts shall be cthrome plated angle stop 1hs lollowirg Ions: (i�'di'ng all addenda, amendmergs or supplements thereby. i Wire Shah Phot be indaged unftg all work of any nature that may B. rOf PUS OW So-trinum equal Dliw ; an Hubbell#S FEMA 85W.desigirmalon shag les FA,bbbrl. Slater, or Pess and valves with dhnxrhe I. Nalicirfial Electrical Code(NEC). Y cause hlurY to the drawings Paled et+cuidteon plates. 2. Nasiorhai Fero Prptectikxh Association(NFPA). wire le aonlplsled. Seymour equal b Flh,tbeg tieeed: D. f�oee codes I'D be nhorh-ire@Z@ type b. McCtlarhk)ar n»anh:tilhalg not ba used h ph,r'airg wires/f!kN arnaser. 1. NEMA�2'J p.�l be a 2-pole, 3�,250 vol. 20 snrtpent oi►�tbt, Filtbbeg 154!31. 3. AN povemirq codes and beat ordinances.5- damage sick over � M shall be toed as requited b preverM khaulatbn 2. NEMA flr:f0 tlhi''t»a 2-pole.3 wKs.250 vol.30 ampere aatiet. F1kbbM t193`i0. 154pp� IMI ADQU Approved wirdi gh 00ndug. C. 154 Pl��lS'i: �� A. AM pemtils, Fltcerhaes sick bonds to the 4 tT►e wire c.. s aX be wrapped, �, or laced 3. NE#ItA t 5-20 erg be a 2 d. N wlrbtg of pmrnboards cabinets etc. shag bite ire -pWe,3 wire, t�vok, 20 angers artlol, (•lubber 112310. necessary complete hstaNalion of the electrical firyaterns hp walp to Plop N a rlaad 4. NEMA LB-20 steal be a 2-poltr, 3 wire,250 voN„ 20 are pets outlet. Hubbell 82320. A. AgDlpirq afhoN brun oorhoealed except wlhere show ottferhkrise on drShad be obtahed bar the Contractor. e. M MM Size and ntlnlber d oon��or in i conduit on the drawing is not olow,nail C. Ground In* rectep�taclee elicit be 20 Wvgwo devices w1h eYtrgie outlet and mal and reset push � . { B. Valveis, B. A Sa a prints shop be kept M iad the job ske upon which aN changes and dev "hom the original ballon. Reeeptadchef ta aooessIble locatione e equal to Square D IGFSA-120-1. �Pa,1°l°an xs and dhsr cep ratty shat be Installed h an easily anvinga . layout we b be reok seal orded. be aas000~b 2!12 tntrirtrs,with a be CSol D. ReoepRaciSs ler z�ontpttAer casts req s/ "em b be Fk�ObrM /6262 11132 duplex a: Holed on. hraae vent offsets and tw%M drWU shag htrtaiscf nhhirwriuniform iform grade of 1/40 to I. AI Seot><1fty branch dram and seeder 0ondUCbrfl slid be oobr t�Oded b comply Orwielrgs ft ba. C. The CWMraCIW Shd tablet the Untk Supervisor two (2) Will 01 complete tt%Wdenance and with Art. 210-3 of NEC. opMt.tlng irwArf>afons ler tt`e elsctricatf equiprrwht. 5. No. 1 OAVVG and so offer OW be cold and No.SAWG and Inger'shag be aandwid. U Hal and ooki watMen lilies stihrag be at least t3-wart whero pOirug is paraNei. 16200-18 Olm FT AND S1MTCH CfOYEg_DATE: E. Esaxtdrson pistee shay beD. The Contractor shag furnish b Vw Owner's R Provided where a1 pope Pates tihrokph a fkhished wap gpreserMalive, a wtttpert guaranMee eDWfrrhg his wok, 6. Conductor's laid ler copper, sohdrawn of rid less than 98X A. A device polis shef be provided for each outlet d orhm�ierJe lfwmophsticc ype h��. t0� nUWW and� spahst all defects ler a period a one (1) year �4 o � Y. ODfrO^t 0 tic of awoww0s. spacMknlbn aria Mtlea recllrlrmrtwt d NEC. B. WaalMtMprod d ow receptaide�P�shsf be graft as allat>+rn,m wtlh til *V boded double 7. N cortdnctors attstr to new and slid be dervMmd b the sNe h aefr original paccalges. fR lowma 10 arin abcsilr snap&.,A equal to Hubbeg"16206. A. Coppet A4i►hg tfiftd be s,<,ppw1ed at intervals bol b exceed T-O- and s each change in horizontal or vertical direction. 113]QIl.St 181200-4 1�Q.1Z A. The rViswings determine the general design a the eq�rnetr. Exact dfepmsRion a the equip Brit A. Furnish and haat drouk belied r branch ctlncr R t 54Q0, 14 al*0 b the requirements and conshu Mbn a the "MUWtaet WS standard but the space schis". Panebometda IMtd les d " dead-hors! � � a$ WxkaW h t� � A. Conlraebr shad futrttYh and Metall the lefisy"a empty cortdtl. pit** ierminai boxes, Mcdon A. Furnish and install su' r�aaViled and general design shag tows espord b that stown on the �y�' with therms magnetic booms, rind outfit borers, h be#!rip whooc M.,::.�.M�q C:-: WVoli. accessones pMumbirg fixtures cnnhplete with all equipment liftings, trimmings, and '�� rftoitied case.wisp In type ciaiarX brut>ticert Bus struck"mid!main Mugs or mein breaker qpa have cunrMtt and v0 tape ralthgt as shown on the Pareboard. is a le. Load osnter" are not es B. Ag IbAuns shag be Grade A and shat be whim 181�.Q.>3 IAS�`819'IyK3.$�E aoosptabM. A. hast irtterbr sltlDllrhd eyelsrn et,nppied b'fr Owner as s>tovhrn on C. Exposed piping b Wtwrs abaft be a product a the fixture ffWnt1faCturer. A. h p@ ittgaehtd c nt io appari'llus called ler,ttlpsdal attention Shah les given b the atzr.asibirMy d the B. N p umbmards chop be egtriprred with noutral bar equipmsttt WOuncfig bus old Isolated ground � �' D. Slops as�AackvW by the fixture manufacturer,with metal-b-metal seal. shall be r x iu a � � bus. fwwos and Provided la all C. The Pulaboard tun aswtbly sial be enclosed In a asst cabinet tabrlcaled from 19200-12 ew�1Bf". �s1no_7 l�S.t1`il��,.Lld: �►artlzed sits ' and a system brus stool. F gliivWM.nup•• 9W$t frM flortta shah include doors and have flu,sft, hed sta n1o,,s A. necessary Provekie worduk wW outlets, and prxltrer wiring br wmpMdted c mh ,ogW r tem as d.la A. e wan tits be bulk h off V be ready for hstaflatbn at lire prhorw titer h order that them may be ilio stor eeel, cyfnder trnbls►-type locks wth catches sprhgbaded door puns. Fronts "I not be hda;afled on tits Drawtrps. Provide t��np h alt empty cadui.y h ani►progress ate wok. at"- arch door in the locked potll kwL D. Ctrouk brooks'"shd be&wartlged and n irlhimied ae warn on powbood schedule. 1620J0.2II E. TMtltrfala ler feadSr candiacsoes b the parfeboard nrlrts and C11eMIai slid be sukafble ler the type A. C egicbr shad ftumiah and Mhaar 7-day Crl NXW dial tlfrte clock whom IrdlCated on drawings br d condudw SpsdNd. exNrbr fights. F. Cb1S11k brtSakera Sftd be ail nfoidSd case Wit-ntSlce,gtlk* fGIK MMmtfal MOWW C.tra kfticaltion B. UPM oonplaro I d the iro"Nadon, the Cataracta abet SM the *w oorMroMS per the Owrees /A ofdet eon hrnon boon skit ntuf�tle breakers. The drank bmillim s eliM be lebabd or a rpa Med all RetoreserMafiw^s CIO pet rtteae with habits Sia:, wtp NZe, vokage rairq,ill- appovmd olid Shan bet factory Sealed at the Z fat�lory. Offiffi:THM am f3 ParMboafda dud be Sgltane D or Gill "BooA I:. A. Provide neOSatiy OOndIMR class arta Power trfrie'yg ler drtre-ilia order 0 Drawirge, Provide p&sioft In all amply cordal. syllefn as tttdhCaled h flus f I 15400.34 xESM AMU ZU61081P. U A. Ihhe Pkxv**g system and associated system shag be aubjed b final approval of the Owners A. MatMiaia and SqUIPMM used Ithrougirliout Shat be new and the beat of their _ nespecthre kinds. AN .... LL F)eprresentartive. and Codle. Authorities hiving junsdictbn. Tests required to show code work OW be executed with safety and good w0dalarship by compelieg wortcrrrn. corrtprartne,ahriC he perbmtiev as da•cltc�ad. DNISIOM 1 fl - ELECTRICAL I •18100.9 GICNIMAll Im NMI - �na.� 0 A. No work a land fliftaN be ootrerec► UJ rf TK)N6 up before M has been exa rnirfed and apptovedby Me Proper A. Furrdst and instill volInispection t. 3 please. 4 wire Wye Overhead or underground fncorrft aFi�l IMM- 0. A. Aber the PsVntbirtp piping has been instated, inmp icyed, ad apftrtq ", proved, Me POstem shall be atafhority. woo do) ekrolrlcal edifice, eervioe atlllalChmesq. service head, conduit, mire pwwboards, UT tkisrd b remove arty brelgn mater from the pipes_ Where r KWW with chlorine or HTH solution 16100.10 Ca-"' I . total 111111111011er�►011 oompw,*N rip, bffls ammwMlg wkft and grvundfrtp w sfwwn on the 1 .11 to sa ilize the new,piping. OWN. A. The eQrtpnwht WMNM g tyStem Shag be each Vital all metallic onactns. ertcbosinre. A. sh wait,squid wish and rtwlartai sial be pdected »d !!Mmes. Ak oortduks sick pipe openings a. The Eiealrical Cpnlraclor is reapoill and Shat furnish all labor and ntaterlaf b assure, boxes. 0~ bodies, cabinets, and other oonducbvs +terns aeeoci sed wen eis�icM 1591ZQ.3fl 1L it ft eh■11 to closed with caps a plop during oorhearhrction. coulpelRtls ekltGtiCa1 serviota. cft& operals contlinuax.67 al ground poser" and provide a tow, A. AI porta tit tike pimbfh0 fbcturee, and asaoclalled equipment sltlar be rrMlnMaJrted by the Contractor t61flQ_11 WAl ��t"curvisoft axe Prh be c�gble ttroughoul lire guarrar►l,ce period of one month after Real acceptance of the building. A. The CorMrar ler shop layout sick corhstrtrct all sleeves, tombs crick cf>ares and lam-- a. The eMvbe neubsf SW be solely connected to the wxwrting buicng water mviee ahead of Mr required open In A. Fu ish and bum eaMfy ewlkftos as hdcaled on the Drawlings. Swtdhea shell be of sUs and main ct"valve. OfYMON 15 - MECHANICAL floors.and walls kWhis Work After corduk has been Mailed,operhkq"shal be sealed to rssbne bleed as" 11161 on*W C. Equonenl grlokxtd wire tiling:w I rm lnecrktted and shag be green h ayor. the 1Mre and smolks rafiq of waft and Roots. B. 9tltrlcftSm slid have a D. Ground ler qua-milske.and Quick-imeic of 01 Kinins and medhe gen wood d OW be oonpMsrtmd c 4 agister syaern b be sgmv o from systern ground wNh sePmrMs an htl WW po a we boa.not the l lover. Padk>tatcirtp PrwYbns"be Paovtded ford podckfp In corneb c" Wow eysism. A. CadkuM►s lII1QII.�2_ B.a *,%. . ft MT Poeronly. 9wtlslut ut hew a dualwe or Inlertoclk*3 prsverM uneullhadred openir-,l i11c. patak►p throuh w'af or rW gshag on be property flashed and cokxtlerna►shed, tvni a ttr watch dwor In flet ON position a ciosig a the swW nioldr viiiso n with we door open. 16300-12 15700-1 GFdEB& cau ked to pruvt,":a vis& WdiDU haagabon. C. 9w11110a1tshe shat be as tntltntf mlured M Square D, General t7ectrk•,,Naini hphouse,or ITE c A. Fftlld sterol owndti*M be uw'%d kw aC"wwiw levo l2)inches and"W. testy type and mortar railed. B. CanArk runs in AW ebbe.under Roo stable.or h paned cacneie walls shag be rigid steel I,Z,►no_11 �w,Tf�Dec 16100-13KEYS- - A. Provide throe (3) sets off keys for each C. Conduit run above a 11d height h wet or above owing to be EMT,or Rexbb eor4a as perrnkMd A. Drawings, atpe Aiatbns Division 1, General Mod►anical Re uilro rhents this DMejoin.and Contracts, eaknated device hnnisrd tinder this dlviek>rt d work. ifito Z fu= by local codes, s a. EquipftMt d ttrlts tedtld ttfhd be keyed alike. Delver keys With tag"to LN*S1ipMViea. A. The Conlrwbr shat proh►Mde fuses as caged ler on Mbit Drswirgs. Where the hose We b not D. Conduit rail aIpoes0 b Mie w*Wwtr shat be rigid steel. .11.711112Y'� S_�.lSdJL�Ei2: igloo-] MEOWAML irfdrralSO fcr aottgrador Alhd setae!the~Hues ler lite atdual toad trhMaMt.1 A. A heating, ventilafing and air condition package will be provided the Owner throughB. N hoses shale be train INOltlabls QllrefM deairyated Nattiexnal HVAC Package Vendor. �. a A. E¢*xrwM.disconnect mwildhetM. mett/or taarters, IhMit't0 r�ec�orf elsnMrra MnaMlap type• The lines ship �� B. TTI• hooding, ve+tiiatirp and ah corhdrlbt,rrg contraCbr• stag o furnish all a'�Pte.ofd Wffdu liNgs ale shM be cleary, on aaly ma panels. tlwNcthgear, special C. The a hoe n lif for ucftd c�yon of 2.00,000 aq*R.M.S.symmetrical. A. A condyli system SW be Wall d ler Mho connection a all outiel boxes ofictlori! boxes, pant Ttv. rnent a ch+:f�+fnletely insteg the National HVAC P NY necessary labor and B. Provide typewritten directories h P masked. Ptw� O stasis krae ler every fuse site iiWafed. bonds,cats'I etc.,as hdcaMrd colli drawing". Package as idled yxh the drawings. Pirovifiolda panels with dear plastic pri lesion shields and r►ouilled h card D. Tie Knee Shat lie buss,or(koultt-Shhwmi t. B. Who condktib looting"bellow grade,the erWance shat be LST_.'i.11.13 S�Q=1 !:L 11d�ilar'ii[[]ili�ai. Pstss exterior concrete wags Or made wStertigM. 18200.8 l�III�LiFIla LZ' C. AN conduits where ley enter pi nedoanls, pus boxes, or kwlkl boxes swig be secured h plooe by A AN irhatalai,,;ions rthal be done in mocordance with the latest standards as recognized by ASHRAE, ��A. T��y A. Shag w as Irtdr:a sd on Dnircl, tis and shall be complete with ag required triippot4s, httwhgle u, etc gtllvIvUed kx*mrls and irsulaling bushings. SMACNA and any lrppticabie state and beat codes or ordinances. e ' s4mirly equine mos and stoA CrirG�its before Anal acceptance in accordance with Dods and atilt,company requirements. Provide attached Junction t+ct w Ifrs ler Irtcarhdescenl abets. GzIrMrsclor sMhaM receive, arhpacth. 15700.14 PERMITS AND FEES assemble and in sW tlbkWm Inf rvJ to be furnished by others. Fbrnues In one hr raced oeiinpa 16300-14 BENOMCCNOW. shag have one he ranted encu ife. A. Rigid arlri EAT field bards shall be trade with Standard bchls and equipment. Conduits shag not be 1S19.i.iS bent thr vo mom than 90 degrees. a A. The installing contractor shag be responsible to! all necessary pemhits required to do the work and A. The oortractor shall be responsible to make final connections and provide wining for the following 1620,0-9 �p,Z; S. Plastic crxduil shall not be bent in the field. any lees required kx such perrnnsl U BA16MINGLU P C. Sae of riondul shag not be less than that required by the National Electrical Cada. The ContracUx items: A. AN larthps stroll be a the We and type itxlicated on tfhrt De;+wings. 1 Food service equipment (Including condensing units). B. Incandescent lamps shag be medium base, inside Irosteoi, Rxlenr ed service type, rated at 130 shag W"lar'ger size conduits than detaileive d where there is an excesslength a unbrru oken n or ��` TES 2. HVAC ones and lana. volts. D. Run" in slabs shall be installed with as few bender as possible, and in such a manner rine as to avoid shin two calendar weeks of the reslauranl opening a representative of the National HVAC 3. AN low voltage winrg. C. Fluorescent lamps for general use shah be energy saving type cool white. moistk.�re entrapment Package Vendor shall vissn the site and perform the lolbwing: 4. Lot lights as shown on site plan. 1 Inspect, adfust and balance the complete installation of all HVAC equipment, exhaust fan 5 Sound D. AN high intensity discharge,tamps shall be provided with a mogul screw shelf base E. All eondud pints shall be made up tgM. Where metallic '.axhduAs are cut the inside edge shaN be systems and other appllcaWe mechanical equipment E The Contractor shall furnish and install all lamps in all furlures of size shown on the drawings All reamed smooth b prevent injury to conductors. r'urrng m istruction, all Installed conduits shah be eq pment for proper inslallatyon and operation 6 Identrl"ion signs(6villiriy rpeumll Q) lamps shall be General Electric, S tegxrany capped or corked 2 The Nabonal HVAC Vendor shalt than submit a complete Inspection and Balance Report to 7. Menti-order boards{arterior•) Sylvania, or Westinghouse F Set screw eonr► conduit shah not be used on any condu I C►MeC1 and Area Con5lruction Manager 1624 BALL AST: 3 The National HVAC VendG P18SIiC conduit joints shall the solvent welded in accordance with the recommendation of the or shall also prepare an Inspection report that will be the basis of DIVISION 16 • ELECTRICAL A. AI' ballasts shah have volts nasi h accordance wnh these the Construction Inspection Reporl for the heating, ventilating i !Id air conditioning ge n4{ sWificalxms Each ballast shall be manufacturer installation SEC ilQ_N16200 • EBQQI&U designed to operate the type of high Intensity discharge or fluorescent lamp(s) Installed In Its fixture 16300.15 (H,STALLA7ION OF QQNDUCTQRS_ L 1570Q16 INSTALLATION ADJUSIME141 LfiLU_1 CONDUIT. B Fluorescent ballasts shall be high power , nd factor, rapid slarl, dry fill type with built-In iherma! A Conductors shall be continuous between outlets or !unctoon box ano splices shall to made protection except In oullet boxes, pullboxes, panelboard gutters or hand-holes Provide 8' pigtails at all A The dealing, Ventilating and Air Gondmoning Contractor shall be responsibleto► correcting all Items A Rigid conduit shall be zinc coated extenor with zinc or enamel Interior and shall be used when C All high intensify discharge ballasts shall have a 9 minimum power factor connections determined to be the resun of improper or Incomplete Installation as outlined on the Taco Bell Installed In or under concrele slabs. In contact with the earth, under pubic„ roadways in masonryO AI!ballasts sh,711 be CBM ETL H P F certitied, Underwriter Labora!or!es approved and Shall hQ r.onslruClion fnspeclior, Deport walls or exposed on building exterar saave a ' 0l,.18 INSTAL.LATJON QF EQUIPMENT AND FIXTURES,, A' sound rating E Ballasts for fixtures Installed In outdoors shall be suirtable for operation at 20 degrees F A Install all equipment and fixtures loming part of the wor* of this section In complete accordance wit) r the manufacturers' recomirriendawris and all pertinent codes and regulations t SW F-AC:1F J t,' HS.(_'-Al1VJia,r zl f.)F ll'' 9 IF Tlir.s DOCUMENT IS LESS rlrllll 'lII� II ! 111 !Il flll'II ! lllllll � Illlll til r rjr 1�! ill I[T 111 111 III 111 III 11T111 lllllll lIII , II ill IITiliiI111lillll III lllllll ; ll, lll Ill � � � 11111 � I Ili Ill Illi LI, 1 1 1 1 I I I APRIL 28 1994 1 2 3 4 f _.._�! 6L- - - ` 88� I 91_ _ 10 LEGIBLE THAN THIS NOTATION, :----_�-___ �- 1P 11 i IT IS DUE TO THE QUAI,TTY OF No 38 IIII EI-I-I-I--IIII ZIlll-�llSI�'i�Z-llll�-ll IIII II ZIIII�II f ZIIII�II6IIIZ-IIII�IIEIIIZIII IIll II�IIZIIII-�I-IIT11I-ZI l-ll�lI lOZl�llltai-ll�ll8llIllll�I_lL�Il Tlill�l -l9i�ll-Tl-lll�l�4I ill�ll�l17llIll-l-l-�-llEll TlllilI flZfl Tlllllllta'.Ltil- -llT Il1 �I111LLLdTH3 ORIGINAL DOCLJMLN'l . 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