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13299 SW PACIFIC HIGHWAY-1 i- GENERAL INFORMATION PROJECT DATA SHEET INDF- NAME OF PROJECT, LEGAL JURISDICTIr)N CITY OF TIGARD TACO BELL S TORE86-0578 BUILDING CODE: 199V3,0REGON STRUCTURAL � ��E 13305 SW PACIFIC HIGHWAY �P, CIALT r DUDE TIGARD, OREGON BUILDING AREA: 1989 S.F. JRVE r Tj7_,7JNDAR r ANL rriP")1r RAT H SEA TING; 56 SEATS A 1 A AkCHI TEC TURAL `,ITE PLAN 1• - AlB DEMOLITION ,ITE PLAN [ 1-9! OWNM PLANNING ZONE: CG A 1r, GRADING SITE FLAN TACO BELL CORPORATION I.1 fi Ia Tlu r r SITE PLAN 17941 VON KAFtMAN OCCUPANCY: A 3/82 IRVINE, CALIFORNIA 92714 TYPE CONSTRUCTION: V-N AlE ;ITE DETAIL, REQUIRED PARKING: 24 AIF (,ITE OE:TAILS AREA CONBTRUCTKMI MANAGER PROVIDED PARKING: 29 (27 STNL, 2 HANf) L t ANUSCAPE SITE PLAN2 MIKE RAN(JI.E` 597 INDUSTRY DRIVE L2 IF�NIGATI��N SITE PLAN TUKWILA, WASHINGTON 981138 SITE AREA: 31,084 Sq Ft. LANDSCAPE & IRRIGATION G"A'L (206) 575-2539 REQUIRED LANDSCAPING: 159 4,663 S.F. PROVIDED LANUSCAPINr;: 42% 13,064 S.F. - -� LOCAL AACF�TECT. ARCHITECTURAL PDG F'I ANNING DESIGN GROUP ---- 122 SE 27th AVE. SOILS REPORT A2 FOUNDATION PLAN & DETAIL;i ,-4-`:s PORTLAND, OREGON 97214 (503) 236-6000 A.3 FLC�GR PLAN & SCHEDULE: - 497, A4 REFLECTED CEILING PLAN %-4-,J EARTH CONSULTANTS, INC. A5 ROOF FRAMING PLAN f.-4-9: CODES 1805 — 136th PLACE NORTHEAST, SUITE 101 A6 POOF PLAN & DETAILS '.— 4—'i3 199X] ORECON STRUCTURAL SPECIALTY CODE BELLEVUE, WASHINGTON 98005 (206) 643-3780 A7 EXTERIOR ELEVATIONS F.-4—y' 1991 UPC A8 TRANSVERSE & LONGITUDINAL 195'1 UMC 1991 NEC REPORT No. E-5885 DATE: NOVEMBER 19, 199'1 A9 WALL SECTIONS 5-4-' 3 1991 UFC A10 WALL SECTIONS F;-4-9� 19q 11P 4 FP g� ADA 28C R1 PART 36 SURVEYOR A11 INTERIOR ELEVATIONS F-4-'i3 Al2 DETAILS 4-'i A13 DETAILS SPRWLER SYSTEM D.E. MARX ASSOCIATES INC. NONE P.O. BOX 565 GRESHAM, OREGON 97030 (503)667-5550 MECHANICAL rPRQPEHTYZ0IJIN(� DALE E. MARX, LICENSE #211. 6 M1 MECHANICAL SCHEDULES & NOTES 6-4-93 M2 MECHANICAL PLAN & DETAILS 6-4-93 M3 MECHANICAL ROOF PLAN & DE-AILS 6-4-93 / ADJACENT ZONNOUTILITY CONTACTS M4 H.V.A.C. DUCTWORK / DETAILS 6-4-93 CG M5 H.V.A.C. DUCTWORK / DETA!LS 6-4-57 `-I WER: CITY OF TIGARD 1312'S SW HALL P.O. BOX 23397 ELECTRICAL 9: 101 �/' GOVERNING AGENCIES TIGARD, OREGON 97223 RENAE SIMMONS (503) 639-4171 E1 E! -C-RICAL PLAN 6-4-93 q 11P STORM: CITY OF TIGARD E2 ELECTRICAL REFLECTED CEILING P'_AN 6-4-93 P BUILDING: CITY OF TIGARD 13125 SW HALL E3 ELECTRICAL ROOF PLAN 6—;-93 13125 SW HALL BLVD. P.O. BOX 23397 E4 ENERGY MGMT/SYSTEM PLX,N & DETAILS 6-4-5-1 P.O. BOX 23397 TIGARD, OREGON 97223 E5 ENERGY MGMT/SYSTEM PLAT` & DE-AILS 6-4-93 TIGARD, OREGON 97223 RENAE SIMMONS JERREE HERDINA (503) 639-4171 x310 (503) 639-4171 Q WATER: TIGARD WATER DIST. INSPECTIONS: (503) 639-4175 before 8: 00am P.U. BOX 23000 EXHAUST HOOD TIGARD, OREGON 97281-1999 -- �^ MIKE MILLER (503) 639-3516 H1 HOOD DETAILS 6-4-93 2131 SW SCROLLS FERRY ROAD RIGHT OF WAY; OREGON DEPARTMENT OF TRANSPORTATION POWER: PORTLAND GENERAL ELECTRIC PORTLAND, OREGON 97221 14655 SW OLD BEAVE TON, OREGON L9700 LS FERRY BOAC PLUMBING., BOB DORAN (503) 229-5002 f BRIAN MOORE (503) 671-1351 -- Q INSPECTIONS: (503) 229-5002 PHONE: GTE NORTHWEST P1 PLUMBING PLAN & SCHEDULE 6-4-�: PO BOX 23416 P2 PLUMBING PLAN & DETAILS 6-4-53 [01 TIGARD, OREGON 97223 P3 PLUMPING ISOMETRICS 6-.4-5' 0 LFIRE: TUALATIN VALLEY FIRE DISTRICT RON HOLTZ (503) 620-2244 20665 SW BLANTON GAS: NW NATURAL GIGS CO. ALOHA, OREGON 97007 220 NW - 2nd AVE. EQUIPMENT_ _ n DIXIE BROWN (503) 649-8577 PORTLAND, OREGON 97209 INSPECTIONS: (503) 526-2469 TOM SIMPSON (503) 721-2458 E01 EQUIPMENT PLAN HEALTH: WASHINGTON COUNTY ENVIRONMENTAL HEALTH SEATING DECCJ�• e 155 N 1st AVE. SUITE 200 VICINITY MAP HILLSBORO, OREGON 97124 TOBY HARRIS (503) 648-8722 .. .,,.,,,. IDI SEATING PLAN / DECOR PLAN E-4-9�1 •" ' N � .�� ►., 711 r' - IU2 COLOR / MATERIAL SPECIFICATIONS 6-4-�,, INSPECTIONS: (503) 648-8722 Mss `4�:"'i~ ,,i-* . 1;1' � i��P '• 1�! � E OPTION ,7 7n. `n 'i i�••,T- iaw •`, !:" IRE IIBURO !: i, .. , r _� NJ D LEGAL DESCRIPTION I' ;I •�• 1 °`-I ��'� _r+. -= 02A&B EXTERIOR FRONT VESTIBULE" 6-4-92 �•'j 03A&B EXTERIOR SIDE VESTIBULE 6-4-93 r , { • . ,, 04 REAR ARCH 6-4-93 LL ..., p 1:.5e�c�,7:,:.,` rl �," r.,,.,, 05 PIRE-FAB. ARCH. NOTES & DETALS 6-4-93 �'` A PARCEL OF LAND IN THE SOUTHWEST ONE-QUARTER OF SECTION 2, TOWNSHIP 2 � (_!!+ti � i ' s►c''• •� �. >� NO THE COUNTY WASHINGTON, AND STATE OF�IOREGON ITY OF TIC RU, I ;•�,. !^y • �. ' Er•; ; .,� r• 4 ' ` �� ' SPECIFICATIONS u•"•• 1ry, `� �.: - �•; �\TIGIIR6 CONSTRUCTION SPECIFICAT'^\:S r _- I,�. �' ��;_'2A� r'1i '�s•� � ... ' fn ��T:RiRtl. i - - - BD IT 1w I ' � .rr •1a r .0 y KING .`. r'04 ry., CITY ' �—tet• .Ir 1 t 1 1 . t — 'n y 153 i +z•.." i '�f` ., • ",�: s . T IT WY J p C REVISION BLOCK C 13 LL i ACO BELL STORE X06-0578 13305 SW PACIFIC HIGHWAN TIGARD, OREGON Planning/Design Group �- 122 9.E. 27th PORTLAND, OREGON 97214 Phone; (503) 236-6000 BLDG ?IPE 7 ,.C� M-70-H OVER ;HEE PACIFIC HWY 13299 BUP 93-0276 1 OF 49 GA1E � MAR 12,1993 06-D57A NNW, Aw MIC MED 11111 11111 11111 I Ijl � l � l i I � I � I I � I � I � I 1 FIBER— CLM 4MADE IN CHINA IN �s�sr :t CON8TRUCTY.]IN KEYNOTE& -' i (Note: All details are shown un sheet All unleas otherwise noted.) f= `' ti1AN►1l 11 F, it �, Construct 3' Asphaltic Concrete over b" crc shed rue k nose as 1(/ Double faced internrHly aluminated pale s,gun. f ormult Ic power tq T specified In all drive tyles. Refer to detail. G C. sign, sign fucur dutloi, sign instoiluflui & orer.tricur norA--up N W .' ' 1 r;'I i C•.)nstruct 80 x 18` P.C.C. curb per detull. GY Taco [loll. i Internally Illuminated directional sign (sign face as noted). 5 Construct P.C.C. landscape edge sidewalk p or detail. t uundation, conduit, it power by G C. Sign, sign ir,stullatK,n and 0^s I \ electrical nook -up by Tuco Hou. A 1 LL 5[l Construct P.C.C. sidewalk per detail. (Strike Mrits at 5' O.C.) A. "Enter' r�M 1 G. 'Do Not Enter' s w �• r � / 7 Construct P.C.C. ramp - max slope 1:12, per detail. J. 'Drive-thru ---->" e Ov /� / K. 'Thunk you' e 11 b Construct 6' thick black P.C.C. avis W 6"x 6'- W 1.4 x W 1.4 1V �9 � � PRnJECT LIMITS -� �. paving � W.W.F.(const. pints O 12' o.c.) over 6' crushed rock. 11 Menu bocrd and speaker c,n pedestal with sensor loop per dotal , 0 Black concrete shall comply with royulrornente of applicable Foundotlon, conduits to bui ding, and power by 4.C. Toro Boil to divisions do sections for concrete mix design and quullty control, supply and Install the menu board, k spookor. Toro Heil to supply 0_ A. Six (6) to seven (7) pacsnt oir-enterlog admixture requlred. sensor Ic up, Contractur to install sensor loop. _ Block concrete to comply with ASTM C260 and as specified In C �' divislor. 3. 17u Drive-up window sensor loop; supplied by Taco Hell, hstuued ',y ro C B. 5 rLs. of Davis X1860 per 92 Ib sack of Portland Cement shell General .;ontrocto(. Break relnfo(clny rnesh In paving. Oa♦ _ �)e used to provide Intregal color to the concrete paving. r " Provide 400 watt, forward throw, meta halide yrrd light per detail. J �L O9 C)nstruct trash enclosure on 6' P.C.C. pad oar detail. ';anstrur, fourndatlon and provide canoui1 and power par detod �J 11111k .� I 56'-0" ` Xl� 13b Provide 400 watt, wide throw, metol halide yard light per detail ') '—"' ------ ---- -- u+� Construct (oundution amu provide conduit and power par doted w ------� - ---- - 54'-00' -- O �` UJ O I Ir � 14 Instoll guard post per detail. Point to match building ;color f r 1 d 1 i 16 Paint 24" high letters - white. C14 17 Point lrafFlcarrows wnits.j H (QJ I- ` ' �� i 18 Paint handicap syonbut white on blue background. 18,-°" 19 Point 4' wide solid strips white A4 ivr � r rats wz rt ✓1: PROJECT LIMIT ___ � S s ` 19a Paint 12' wide solid stripe white. ;ta��ir N Oj ..� 20 Landscape area. Seo sheets L1, L2, L3 ..r. Mi► inti; HiF f %,i Ir, 1 -11 Q '+1► I\ 22 Install 1000 gal. grease Interceptor per detail. See also plumbing M� 'r""r' dr uwings. " v J 1 24 Construct P.C.C. curb at Drive Thru Window per detail 5'R ,O � ,- ,. 25 Provide pole mounted handicap sign pen detail. 15'--0" 8 STALLS ® 9'-0" 72'-0" \ 9 STALLS 0 9'-0" a 81' v"" 26 Furnish and Install bike rock, 'Pedo'er'h Post" or equal by - N 5'R : J . ^ /-� Life Enterprises, (503) 777-4751. 0 5' ALLEY WAY � (2!) Overhead clearance bar as per detcil �hoet A1F. Bur and installation '� ` ' ' by Taco Bell. to o Z 28 Existing utilities, poles, signs, and fence to rernoln. � > > 1 �I \ ' 29 Edge of new asphalt. N D .31 Construct new P.C.C. curb per City of Tigard detail. Z (jl $'R 32 Construct new P.C.C. sidewalk per City of Tigard detail. j I 28'-17' 16'-0" 5'-0" _ 7 STALLS ® 9'-0" = 63'-0" -- 2 STALLS WITH 2 STALLS ® 2'R 00 33 Install new flag pole, furnished by Taco Bell. 00 l �T'-0" ACCESS = '-0" 9'-0" = 18'-0" tp 2 _ LO 8'R 34 Install new trash receptacle, fumished by Taco Bell. 0 13'RnHlb - � I • J I Oj = uu in H 35 Install new model TFD 250M by Lithonlo for flag iliuminotirn. (D Ocoo o �aQ H _ J� __ 1i 17 0 I A % 13b A 30'R 16 18 6 -0 vJ 18 — I c Ki 0 GENERAL rt10TES� 3 11 17 1 2 16 I W = I� + 7,-0„ 19 1Q 1, Prior to starting eonstructlon, the Contrar`tor shall 4. The location of underground utilties and facilities CC / 1 Z Q I 1 be responsible to make sure that all required pormIts shown on these plans are based on Reid surveys O �•J nN 1`s yy and approvals have been obtained. No construction and local utility company records. It shall be the E: 0 4'-0" Ill I 1111 or fabrication shall begin until the Contractor has contractor's full responsibility to contact the _ received and thoroughly reviewed all plans and other various utility companies to locate their facilities M pp ' IJ' ••••I ._ — -� �" — w '— +' '— I docurnents approved by all of the permitting authorities, prior to starting construction. No additional < LT I compensotlon shall be paid to the contractor for '�r� 5aZS I 25 5a 2. All work shall ho petiormed In accordance with these damage and repair to these facilities caused by CL"I U 34 „ 6 "-0 I plans and apeclficotions and the requlrements and his work force. 0 W � l �� 2 0 8 -0 TYP I standards of the local governing authority. The sella � ' 0 report and recomm,,ndat ons settorth therein are a 5. NI dimensions and grades shown on the pians (]] Q l ,`r 1�7 r� a o ` I part of the construction documents and in case of shall be verified by the contractor prior to Z C-7 `( 34 1 34 1 conflict shell take precedence unless specifically noted construction. The contractor shaC notify the Taco 111; N I p 13b = I otherwise on the plans. Fis contractcv shall notify Ball Construction Manager If any discrepancies a ilii of PROJECT I Taco Bell cont .ruction n anogor of any discrepancy exist prior to prxeeding with construction for 2t'J I 20 of LIMITS between soils eport anj plans, etc. necessary pion or grade changes. Nc extra V ( 5 ) I compensation shall be paid to the contractor for i s V I 3. Site y;,roding shall be perf-mad in accordance with work to be redone due to dimensionb of grades O these plans and speciReritlons and the recommendations shown incorrectly on these plans if such not - 201 9. I . . , I , set forth In tns soils report relt,renced In this plan Rcation has not been given. �' \TACO BELL I HOT N NOW set. The contractor shall be responsible 'or removing j N all soft, yielding, or untrcable materials Grid replacing 6. The Contractor shall be responslbla for providing j I I with suitable materials as specified In the solls report. adequate safeguards, safety devices, protective 1 I All excavated or Riled Grecs shall be compacted to equipment, and safety procedures and methods I 90% of modified proctor maximum density per A.S.T.M. to protect the life, health, and safety of N-w*er's, .c Test d-1556-78. Moisture content at time of placement subcontractor's, supplier's, and the public on all 33 4 --0 ° I I i shall not exceed 2X above n,r 3X below optimum. work related to this project. Ali work anu safety Contractor shall submit a compaction report prepared procedures shall be In full conformonce with OSHA — ® by a qualified Solis Engineer, registered within the requlrements and the requirement;+ of local ,rte state where the work is performed, verifying that all governing agencies. PROPOSED TACO BELL I filled areas and subgrade areas within the building j 0'-O" 12'-0" 34'-0" 31'-3" 9'-°" O pad area and areas to be paved have been compacted 7. A set of approved final site and building plans to `M, In accordance with these plans and specifications and must be onsite at all times during the 96,-3„ O -70-H „ the recommendations set forth In the soils report. construction period. _ 34 3'-0" typ. zo (-1989 Sq. f- t. 8. All site work shall conform to U.B.C. and City c► 1 O Tigard requirements. 26 2 " 3°'R _ (p ARCHITECTURAL SITE PLAN ,] 15 0 27 0 0e �I 20 - -� 'SCALE 1" = 10' oI 18'R 35 20 7 �• s 12 - _ " �.�; c {( DIRECTIONAL SIGN SCHEDULE 11 18 0 \ \\ A.) ENTER J.) DRIVE-THRLI — 3 14 r r ) 24 \ B.) EXIT K.) THANK YOU \ 30'R C.) ENTER L.) WELCOME s O O O D.) EXIT — M.) RIGHT TURN ONL'i 0 a0loop to CV , O O 2 N 5J0 19a J -l `� 'I •, I 12 j j .c 1 20 0 28 ^ F.) EXIT ONLY - 0.) BLANK RN ONLY MI \\ A ►,.I , -- n " L- a ►` II •a \ G.) DO NOT ENTER P.)Lr) _ rn yi I w • e O� H.) DRIVE TTiRU O.) _ p ^ \ O 0 I.) DRIVE-THRU ONLY R.) `IN N 1 lollof 16'-0" 13a 20 17_ 0 le)le \ ,\1l/J<` << -H S 38e OM W _- 13° PROJECT LIMITS „ fir wv► PERSITEA 3 .L — — �8 '� � — — — — — — 10— 50' BUILDING S K FROM .L OF ROAD 28 DRAWN er c�,�wBtc: v '-t U. WATER EASE�IFN ' -'I*r. e+ NEW DRIVEWAY APRON 28 28 a CRATE 8 �.;. >• 28 \ --- � i " EIL.L�I TtiY'E M-70-H REMOVE OLD DRIVEwa r nF'RG', =J CATCH Eiff IN 31 32 -- _- - G.T.E. MANHOI_F AlA WATER M, PACIFIC i'" 132M3�027f3 '. SW PACIFIC HIGHWAY FACi_T PA.1� SUP 8 2 °` 4 06-0578 MIC MED I � I I IIID II I I IIIIIIII II I nwq (4.11111% 4 MADE IN CHINA I IN I 6111111 1 j 1 pll)p llill'I o with (;rate Slakes s Stakes (2"x2"x3') • .J Filter Fabric f Sla led 110 StXes 22a.55 lZllia- `le r c AIN NW 221 .89 _ �aiuui i ,u,i Rlutr)(f Water _ ��t�4, �I'e�. C11 LINK FENCE ''- � - 11" SE 221.78 ( -�-- - -- with `;ecllntent _ ( I iltr rerl Water fp`+OV �,�'�•�.�� k.'ZE_a - a" E 221.•75 - L �, o w'.�. ,c►.. lifZATl. o 7.. r I II--ff G G J ■F .0 n h Q 4 PiO......A. n ( 4 G•,II Q 4J• at oQC�4r JDq qr3. - - - - - - - - - - t,� a ,,,,,,�,,,,,, ,,,,,,,,,,,,,,, ' e OJvd 4�U 4O" o•(�Q C ti Buried FiIIer/��. f ', q°. i > r1� > �It rl ,r. � o a�Ger.-0 s n,r O r,a � ,,• a1 ✓ / �� O / I ,I l it i t a c v.o d `o d • oo •�� ,o ( Filter x(14 Gtr>p ('t 4 Irl4 a. r),o ( � '-.� -- -�--.__- -.___ ------�__�,�L'__'''• _ �' N 1� ! . Filtr Vit• Fabric (I ltirl. I)th �� ,•.dp t.'n'� .:i;.. 4r. - ----. __ - -•_ �- -- - ---- —� _ ...--- - ________ -----�� - _- ,- � ` ��, Racf Ill9 � 25' nein. bbl�,.��f, ` �. � C t CATCH BASIN SILT FENCE Clean Pit Run ore"•Mlnus Cravel � O'sf MAot r E G CL) I Subgrade Relntcprcement rf ef f! rin.� r ' F , S� pi ll Prrpvicle Full Width d I ! Sti1N� r eritextile, as Required CL ,5 -r. .r-- STORMof lnrress/f:grrss tirNa fJ rr RIM ' 4.39_ i W x'-64 CONST"RUCTION ENTRANCE 3�' E ..4,q GATE I ��-►• , �. VALVE DEMOLMON_NOTE3 04 Demolition: 3'w. 0"■ 4)ftw+ ., ,. Remove all stnictures existing site Improvements, Impor-Acus U'l;"is W 10.81K I :'j eu: surface, underground piping and conduit as Inalcated or, the "uG0s9r r�": tic iA 9 P P g wt, ,rr rr�s �xs. +tet.. , drawin Gs Aed i z 2. Condition ofdStnicturres:r for new work 'AW JO�iair& +E'JtL x >� N 50'_007 � �► �/ Owner assumes no responsibility for actual condition of V, --- — Iterns or structures to be demolished. Contractor shall W field verify all existing conditions. 3. Sufety. Provlde temporary barricades and other .forms of protection .,. as required to protect general public form Injury due to (r r� demolition work. All work sha!I fu'ly conform to 0SHA ! .� •' '� requirements. CONSTRUCTION N `' '. �' Promptly repair damages caused to od)ncent facilities by 4. Damages: d6m(Altlon work at no cost tc '�� r ; . +' ,'' 5. Disposal of Demolished Materials: 6e 1. ENTRANCE ' �� A. Remove debris, rubb'sh, and other materials result!ng O I� from derrlolltlon operations from building site. ! i B. Transport and legally dispose off alto. If dous demolitionoperations,alstop eoprerations encountered 1 J Immediately nntlfy Taco Bell. comply with ` applicable regulations, laws, and ordinances Iconcerning removal, handling, and protectlon against 00 exposure or environmental pollution. QaQ 6. All site work shall conform to U.B.C., Washington County and ^ (� City of Tigard requirements. L.L 1 7. A set of approved final alto h building plans must be on- O alto at all times during the cnstructlon period. I z (1000 0 0 7 1 EROSION CONTROL NOTES= � U ? (r IT'—-T t. The Implementation of these erosion control plans and the O W 6 I I� I construction, maintenance, replacement, and upgrad!ng of u- 'd" I �- — -� untilea laaonlstwctione Iscompletedandtapproved and v z landscaping Is In place. J a- cr O 2. The erosion control facilities shown on this plan must be -J Q constructed In conJunction with all clearing and grading WGctivi _I d In ouch a nner as to sure \ tlwaterndoes not enterothe dralnagensystemaorsediment- laden violatm Cb a J applicable water standards. O O Z 3• The erosion control facilities shown on this plan are the minimum requirements for anticipated alto conditions. During CO V I the construction period, these facilities shall be upgraded W Go needed for sediment-laden unexpected storm waterd esnot leave 1ts and to ensure that the alto. 4. At no time shall more than one fuot of sediment be allowed to O z and conrveyanceulate within a trapped catch l nes shall be cleaned prior to Ilpaving basins .I I N ! i 7 5. Siabtllzed construction entrances shall be Installed at the X r Lv i theproject. Additional imeasur maintained for the be required dtoraInsuf Insure ! , that all paved areas are kept clean for the duration of the O pro feet. ! DEMOLITION/EROSION PLAN.- SAW CUT LINE 4 SCALE 1" = 10' 1 Existing utilities to remain. r cp ! /� i IIIIIII I �• 2 Locate exleting sanitary sewer piping. Cop, mark, and protect at property line. Locate existing storm sewer piping. Cap, mark, \\ and protect at property line. ! 6 VRA O Area of over excavation to 290.00' and recompactlon to 907. See soils report /E-5885 dated November 14, 19y2 JI \0 5 Slit fence per detall. VP,U LT ! \� I5 6 Existing vegetation to be omove entire alto. �� ! — � � I� \ 7 Existing asphalt to be removed. (Saweut to property line.', �+ C O \ 8 Saw cut and remove existing curb. �p, \\ SJ�� ! Je , N ETv/ FIE kkwL- PERS TE • — — -- — -- — -- — — — — — — 38 18 30 �L- 50' BUILDING SETBACK FROM C.L OF ROAD — \° — v� — 5 J;�. \ 5' WATER EASEMENT GATE V ! 5 f - -- --- DAT DECI�BER 1992 AL✓E � . V t3ll_�>nl3 TIPS —13— —_ --p— —_o_.- —e..— ___ -- —_ �n..— --��z _._e_. S 33' 15' 17" W 56.09 M-70-H ® CATCH BASIN nG.T.E. MANHOLE AT n-r+CfF►C f•fVyy 13299 WATER MAIN SW PACIFIC HIGHWAY �� -� PVP 9-3-0276 3 06-Ob-8 OF 4g Mt LIMED l � lllll VIII I Ilfll I IIIIIII IIIlI I VIII I III I lilll I IIIlI I IIIlIII I IIIIIII 1 F•1 A t%t�S 4MAOE IN CHINA IN 16; 111 11 7 I 1.1 i ! Ad OANHOI LEGEND Ru :e- 22B.55 CHAIN LINK FENCE ' 1?" NW 221.89 - �y ARLA .':1'v _ - - - 12" SE: 221.7fl - sal.ee Tr, �. NEW ELF.VAT1011! BENCHMARK � 8" E 221_75 ( f41.1H b(, co 6' ,e :.�:��: _ (sal 51 VYI` TiNG ELEVATION WASHINGTON COUN"i Y 0128 i ELEV. - 214.39 f _ Ar,3 . . r 34118____C MATCH EXISTING ELEVATION 0� E LOCATED IN A CURB AT THE SW CORIIFR c BC BOTTOM OF CURB OF PACIFIC HWY. AND SW NARK STRE F T. r f, �" •- LIMITS PROJECT �� EA EDGE OF ASPHALT IT - TC TOP OF CURB 60f 0� IF TOP OF FOOTiNG SOIL ENGINEER TG TOP OF GRADE , EARTH CONSULTANTS INC. - r TOP OF SLAB�SiD 7WALK c ✓ I EAS�MF.. S+ 1805 136th PLACE NORTHEAST, SUITE 101 - ' ?345 BELLEVUE, WASHINGTON 98005 STORM M&NHOLE _S_ - R,f l = X34.39 i 30.s o.06 (206) 643-2780 rJ «•y 4 ( A f. SOILS REPORT �i E-5885 c 240.35 r!j ?28'8S- ??�'6S I - r CLEaRING_and_OAADING NOTED � i' :J' , / ��__ _ 1. This grading plan Is to be used In con)jnctlon with the (� a' -.-_ archltecturnl, (16(nolltlun, Iondsc;Qpe, and utNity site • �. ?J-'S9 j �31�fJc 2302j 2y ? 3j �B C plana fur Inturrnutlun regarding alts work ` 09 B ~3p 2f 2�9 7 T ' 9• B> Tc ?6� 2 2. See shoot Al A for horizontal control. 9C BC 227.62 8 22B•3 -�C 258 gC. • C 22 ►t: *.6 NK 04 •a. WSW Lr 3. See sheat Al B for site demolltIA. re �xiu , 4;r•r,ca wp,�. w lIL �{1►. !} tINL/tom a :; PROJECT LIMIT _ �• v I ' 4. See sheet A10 for site utilities. a iA�lJYr� r rt: a e.a.4 3 .,' 5. Site preparation, excavation, M'•'s• �- i N°AM= Y. W 2 24 �C \�\ P •P grading and construction Jer 7�iI BC / X32 �. • .•'a . \. Z 225 X85 0C I �/ activities shall be performed In accordance with r 23,99.t 9,?4J a ► �1 - 22+4• 1 recommendations iendations and specification contained In the Sols 9C 1 J/ a ReportOE-5885 by Earth Consultants, Inc. dated November 19, 1992 i �. 8. Site grading shall b,9 performed In accordance with these T?J�BB rc ov plans and epeclficatlons and the recommendations not forth .,35 9C 21g 9c ti ' �..• In the Solis report referenced on this plan set The contractor shall be responsible for removing and replacing • •'• all soft, yfaJ!ng or unsuitable rnaterlals and replacing with suitable materials as specified in the soils report. .!P ♦ .;e'; • ! A excavated or fllled oreas shall be compacted to 95% of . �• s ' modifled proctor maximum density per A.S.T.M. test D-b9b. Moisture content at time of placement shall not exceed 2% --� Z above nor 370 below optimum. Contractor shall submit a compactlon report prepared by a qualified soils engineer, i ' W registered within the @tats of Oregon verifying that ull Ned areas and subgrade areas within the building pud urea Sand areae to be paved havr been compacted in accordance with I TC Z these plans and specifications and the recummendutlune set 3g g�10.89 BC 050 �C �C (J1 forth In the Bolls report. 00 3j 3? 23 22 6,00 0C �j 22Z41g0 0 7. All work tn shall be perforsd In accordance with these plana r� 1 n1JHl 2 and speclficati me and the requirements and r,tandards of the LO - City of Tigard. RIs soils report and recommendations set Q u (� forth therein are part of the required constructlon 0 D' `I�-+a !•I C documents and In case of conflict shall take precedence (0 2 r LLLIII 2 A9 unless specifically noted otherwise on the plans. The z C I contractor shall notify Taco Bell construction manager of Q 23 .533C � i any discrepancy between sone report and plans, etc. 3 l 231'03 24 0 f C C� S. All dimensions and grades shown on the plans shall be fled It 1i �� 2 verified by the contractor prior to construction. Contractor W 1 2j-" TC �C 2 -� R/ 2?4 fC I discrepancies all nlfy Taco Bell construction manager of any 6c 23G.1_g p 2_j= TC �A ?8,53 6 0'1 T iS �_ 2� gC I for nessoy pinn st orlon to proceeding wltn construction O CC U z I� 4l.d 9 2 'B 1C q2 C 3,fJ i grade changes. No extra compensation 77 1 i 2 `9- - ..r - 03 B 225 51 �� ' �� 22 I shall be paid to the contractor for wcik to h� redone due to 0 E 0 L X31.15 -- __ .._ dimensions %r grades shown Incorrectly on these plans If j 1 23x;65 Q �Z-t� ` S I such notlflcation has not been given. v Q 172 C 6 I < W e� o 222 6 2 9. Initial Site Preparation: [� Q Ln 226 fid' 8, s3 I 1 ' i Remove vegetation and any oa loll with slgniflcant organic _j O - --_TS content. Proof roll, scarify, and recompact subgrade as W 130 28 ?? O I recommended in the soils report. Fill low areae and m Q I excavated areas with non-organic, non-expansive soils, up to Z �� 9�-�]$ Jo 1 sub-elevations ae necesiary to obtain final elevatlone I na Re-J I shown. PROJECT I Q6/ LIMITS 10. Foundation work, floor elcb activities and site preparation O 0I V^, ' shall be monitored by a qualifled geotechnlcai engineer. _ I Actual fourdutlun bearing PP geotechnical denglneerbprior@ Inspected roved y a b the placing I 22 ~n 228 5 concrete. . . . . . . \TACO BELL HOT 'N, NOW / I 11. All foundation and other excovotlons and / or trenches to be 1 I structurally backfilled. I , i I I 12. If wet oubsolls are encountered or become wet during ?? eonstructlon, the voile engineer shall recommend and supervise remedies. 13. Grade landscape areae flush with top of adjacent curbs. U Grade landscape areae wlthln curbs and sidewalks with slight W 2i PROPOSED TACO BELLTC 22�g berms I crown to avoid ponding and swampy areae. Provide landscape TC (C 2298 93�c 22 849 -70_H 5C 228'(5 25 BC 224.? as shown on plan. 22 "22 ?? ?5�' _ ?B= 224'85 14. The Contractor shall be responsible for providing adequate C safegum-ds, safety devices, protective equipment, and safety 129,4 ,r 1989 S f t, ` procedures and methods to protect the life, health and FiEdflAOtry 28 99 BC ?2��5' r Q• p safety of workers, subcontractor's, supplier'@, and the : 1 public on all work related to this protect. All work and FF = 227.00 safety procedures @hall conform to OSHA regU:remeits. 0 / d). 15. A set of approved final site and building plans must be on- III ` / ,\\ I • �\ site at all times during the construction period. Opp. 163 All site work shall conform to U.B.C. and City of Tigard `� -------- ------- - - 22g'15��• requirements. ! 2e928' C \_32-6.7 226�?�� ?25=s4c _rc 6c rCVAULTS- 22 2ps22 o ; ` \ ,,.�• GRADING PLAN 28 air_t92 �2�48 .1C I I ? I I ---_j o225�s St22 42 gC ?ef�e-rC L22.0 eo OJ y ��_TCI_ J 22 gg B � 2, rc R1M - ?15 B OO , SCALE 1" 10' r i . 2 ' _ QC\- g.5 L._. B 22 9C I z2.5,`'?TC 10- 0 SB 9C PROJECT LIMITS �� / 8 8 30 yy fU IAA& PER SITE., -- •--". L,�i.Q•�._ ,� .� - �, - - - - - 50' BUILDING SETBACK FROM .L OF ROAD v MATCH UI S Ti N G 'I PROJECT Lf I 4 I TS Havant ar. G,, CH WBERS.,_.� . �v ELEVATION GATE ��ALVE �� HM•�" �^ 5' WATER EASEMENT CFr' ' i �`-�--•�. ll y ' QAT5 12 W.ARCN '993 BLl1IIIVO "It - S 33" 15' 17" W 56.09' M_?p_H _ IN� CATCH BASIN _____� _.._-__._. -. ---__.--_- _ - _-__-.-__._.-_ - --- ----- _ �_ - - --- __- _- _. - ✓�►,�� G.T.E. MANHOLE -_ ---- - --_----- -. Aic WATER rAAIhJ _ __-_ ____ - --------- - --- - - - _ OF Aq lFlr "`My SW PACFIC HIGHWAY - 19UP 93-0275 )F 49 0 -0578 ! ' 1'.)91 r r ickr4 LM Q IlIIIIII VIII I full I I � IIIII VIII I IIIJI I Iilil I VIII I V iII I I � IiII ! I IIIIi I � l + l � l , 1I I I I I I F1HFX- Ca.A85 4MADE IN CHINA IN A " MANHDI.� ✓ . ' N 1r 40 1411 KIM. -- 228.55 - _ 12" NW 221.89 CHAIN LINK FENCE _ _ 12" 5E 221.78 ARFA '> - - 8" E 221.75 GRA't , _ r- e LL-- � r SITE UT11_IT1ES, SCOPE OF WORK � OM `� -� �/ All constructlon rmoterlals and installations small co-ifrmi to •� •' 0 requlrerne•ts of the reepwAles utfllty company, Including trench ��• O� CP lur,utiun and depth. Any dlecreponclee between these drawing" • epoclficatlons must Le reported to Taco bell Immediately for pLkvlflcotlon prior to comrnencing worm- f - __. - 'sae _ _ _ I .- - _•�i r••� �� \ (�� 1. TEIFPHONF: :� •C f.. Generol Contractor shall provide tronctiing, (1) 20 P/C condult with pull string, arid oil Luckf011r g from exleting pale to and Including bu!Iding •orrice entry. !n addition Z r to I` `_• R EP` �• the cuntractur Wall provide a 4h' x 48' x 3/4' [,!/wood 0 telephone board mounted In the Budding with a #6 ground to STORM VANHOLE - the electrfod panel. U RIM .34.39 -_�_ z Is. M = 234 39 � � I �t,� a(-Ilhl.ttto the telephone bockboa►hdnanoattorrnirkum tl a sxlsting J rs"ti�E". a GATE 'L POWER: m 1 _�.. 1 I VALE-F Genera! Contractor to provide (i) 4 soh. 40 P'/C conduit from base of pole to C/T CAN. All condults to Q l - ; have pull rope. GC to provide all trorict ing, bedding, Ic ` 1 backflii frown power pole to C/T CAN. ,Q . f'GE to provide conductors and current transformer. Y i -- - - -- - - - 3. GAS: e General Contractor. provide 1' gas !Ine from uu!!d!ng to motor. Nurthwest ilatural Gas to provide trehct,!rng. tap, p:ping, and His 1i 04 cos, r. WAW VA. t backfill from existing yas rnuln In street to and inc;-idu y KAgm"y"''IrA ;rj.r• v 4 tiw. SV ei tlMlYli: r ::. gas meter. MevIA +l as �'•. � I _ -__-. :i fiif:rlf r.14[i(� H i1 e+. N( y• 7I L� 'ilei.Y.,r 1v. . � , I 4. WATER: General Contractor. General Contractor to provide all tee► JS MNL tranching do piping, pipe bedding and backfill from new y domestic water meter to building entrance, and from the Irrigation meter & double backfiuw check valve to Irrigotlon • •'o � '� � ayvtem. GC to Instant double Lackfiuw check valve f:.r domestic U d do Irrigation. Refer to the Building Jk Landscape Drawings fur •' continuation of systems. (jnO - -� `• ; Tigard water District shall provide all the necessary Items q from the existing water main to and including trio domestic water motor, and meter box at the property line. 5. SANITARY SEVA-R: General Contractor to provide trenctning, sewer p!pe, bedding, and backfill from sxlsting soair lateral to building and grease Interceptor. meter to Plumbing Drawings for continuation of system. 6. STORM SEWER / ROOF DRAINS: S > General Contractor to Install new catch basin, piping and drywalis shown, provide all components Indicated on contract i I 1J Z documents and as necessary for complete, functioning system. 00 �! L In 0 nUHl, _ UTILITY NOTES' 1. See sheat AiA for horizontal control and General !totes. L -� I t 2 See shoot A18 for site demolition. J 3. See sheet A1C for site grading. W L.i.. �-� U z I I - RIM 223.8 4. This utilit site Ian Is to be used In con n,.don with the RIM=.224.1 N� y p �' 11 Architectural, Demolition, Landscape & -,+,uing alto plans O for Informat!.>n regarding alto work. C j 0 5. Pipe materials n P J < W J ,� ► ��. I A. Water service materials shall be copper type 'K'. CC Dlametw- smallJ be as shown on drawings. Provide 24' cover on water service. Contractor's price of water W (Q 0 h service shall Include all fees and appurtenances L0 _ O I required by the utility to provide a complete working 0 / O o .� senAce. z PVC ASTM _ 0 B. Storm Sewer Pipe: C. Sanitary Sewer3034,. SUR 35 r ''rR� I O STORM 19.11 0 IE 225.00 PVC ASTM - 3034, SDR 35 'y D. Electrical do Telephone Conduit: F-- r- �-- I I SCH 40 U.i- Lle ed PVC, yray, 3G' cover, 36' sweeps C.0. E. Root Drain Tlghtllne ripe: I --- n in ! PVC ASTM - 3034, SCAR 35 F. Dryweile: PrecoI ` I e sections A51M aC478 perforated City of Tigard sfetor dards. 0. �° I I 6. The location of underground facilities shown on these plans M 4 are based on field surveys and local utnity company record. C3 It shall be the contractors responsibility to contact the N A I varloue utility companies to locate their facilities prior O O I - a I to starting construction. No additional compensatlon shall be puld yr ` facllltl stcausedcbythistwork force. and repair to these PROPOSED TACO BELL M-70-H 198 Sq. fit. W r _� U 5 C.0. / CO °�- UTILITY PLAN C.0. ; ` SCALE 1" = 10' IE 224,13 ! VAULT! -I STORM 15.05' '� RIM I 224.4¢ 18 4" STORM 24.00 RI 0 0- z I II IE 223.83 - - --_ O IE 217.50 ti XQ, ` r _ I C.0 �� 6*0 115.00' SANITARY ® 5.77. 0. C. cr =�-ns�= - 210100021000 IMMUNE=NEsor rNIONns�-.� `9 a CO 105.00' ® 5.09 C.O. �J• 3 -- IF 23.60 -� \ `� �W Q . S " !_I ?_" TELE. CO D )IT IE 2.20.15 IE 218.30 ` ��`.` / f� fv,4E• PER S'1✓A 38 18 30 W 129,7Z# � � - - - - - - Li- - - � - - 50' BUIIDINGSIETBACK FROM .L OF ROAD i - - - - - v -.� - - } oaAwrr BY, G,; - NEW 1" WATER MAIN W/-r- 2-4" ELEC. CONDUIT - �- IE 217.60 ^ � C.O. _ _-� 5 WATER EASEMENT RACKFL_OW DEVICE W/ DBL - ___---._.____ .._ -------------.-_---._-_-. ` - DATE- GATE 4r8GATE VALVE OI CHECK VALVE (typ. OF 2) r - RIX-1*#13 III FIE -- SEE 1-2 FOR IRRIGATION- I S 33" 15' 17" W 56.09' Ii CATCH BA' III --- --------- - _----- --------------- - --._. _-__..._._._ _- _ t C.T.F. r 1Ar11 Ir>Lf AID PACIFIC WATER MAIN c3W PACIFIC HIGHWAYWL&CF4 f3UP 9-30276 06-05`8 13298 5OF49 F 5 RLMED MIC I � III � I hill VIII I IIIIIII VIII I VIII 111111 I 11111 1111111 I IIIII � I I VIII IIIIIIII 1 {1AFR- GI" 4MADE IN CHINA IN 7 I I 0 •�^`, .•\ `•. 1 y \ , . •!f•` 'fi" 4 \. , 9 ; •--•1►...........---w«. ._.._._ ....- -_...._.-.... .._........_ . .__.... --- ---- - ---"•r'• —. AW1 uua ..-....._....-..- .._ LANn. .......-.,.._. - _ _ ••-,R au�ir.l�a... \ •' ,A / �'\Il:r l h -\l •�� 1 ' .,,.• 1 ` \, , �' r •1'•\ y IR •1. 1 • ♦• \ • •-:► I '• .. • 1 ,• l• /. r •1 �, _ .__-........r_._.... .. v.... 1 •'1 AI i' ',` 'l 1• 1 .'ti L ♦ +1 i '> 1 'Y Y• ^, !'. 1 f ', r ,^ 1• • '� �: �, � R. M 1 � �l./ ` . .� S ,1 •1 ��. d. � .1 1 } , J. ,...\, .•Z /• 1 1 .f ,• r- r 1 . r. ,. .r- r .. , . '.. R ••+n►- r..r- •, ..-. 1 11 _ � , Li 1 '1 .1 •M. . 1' t' 'Iv . I 'I 1 t' 1 1• •.• r +r I.r 1 1• 1 .1' v r :•/ .•� +'T-s-- . �— '•-. •• , 'I '1' .1, / t .1 �. 1 1 )' 'r T• . { _ �'•V, 'y 1 ''1` , 1' \ t • 1 . 1 • . v1'1 t• 1 '}. 1 ', '1' . � 11 ,• •1 f •3. •1.• 1. ..T 11• • , t 1 �, \ 1• � 1 S .1 ,.. 1 ,� 1•. , ••,• I . •... '1 �, ll 'r 1 1 � 1 •1 . 1 1 1 1 / It I• t l' 1 '4 •\• ? i � 1 1 •, I • 1 Ir1 ` ,\ \1 ,. , 1 1 `!R •i• 1 .�I► Yr>l�'\ � 1 ,. ►1 1' ',' , -•'. , 1 1 `1 • '1 .. 1 , •. Imp 1 11,•��..,^�t ! t►`A �. PA�t�1tN) ltiNtNSulNS r ;► 1 1 l �---: 6' ENA STE1l POST •, r•. ; ... F TI , • - , ( I 1 •'v,. 1 ' ' ,i• •� , ' • '1 ,, + . 'j , • - .b ,• '�rN , • f 1 k\It AI , ftE EH 10 NS PONT \' Flllf ll W/1lM1CItE lE 4 [NREC11(11JA1 SIGN ?0'-4�---__ Jv' 1/? UTAX 8' BArtf{EL Hf11 f E(Xn tG ;r (; , OC 1 NT t F BOARD _ - - - -- ;--.; r - f A tit Hll D a � R AOL*S B. TIi SII!1E S ►- _ PAVE [ El IF IONS ,. � ♦ I' RIFER TO INS POINT �,•. ` :. . 1 ' 1 � USER .N1RY � 1' X18 C`A METAL [)E_K vc1y C 11A1tE ► -+- ', 0 0 (.iE SITE ELAN FOR ! E . f -'---- C_40- r: )-X 6'X FINISH SURFACE ;,, UkENTA11ON) -� r• ♦ i�� `�- r • PARAING IDT SURFACE r 1 ' -�- I f1JAMI 4 SLUES EA GAIE -- - -- tr � T_-_..__`r` -• "' AS SPEI'IF�ED •, � . �� 1 � ��`' �'_ I - _- 3�CE1.68 8 ABP/�l►cTE!.' Ct;IN:RETE C.l � ` a l _ b 3/4 MINUS CRUSHED ROCK Y• w � � 1 /L EiAFS Ct1N11N11(1U5 r U °" - 12'XDOI NG - oC ? PAIR NcKINIJEY 14B))81 ---- _ T.� i;F' t N1111tW , 1. .� It►t '(S EA GAT[ - '.`' � Y. 'd, I •: • E. ► ti.��. , T------ -.. • �' , l ,` ,c� ISA C OW14C T E —__ --- -1 -I lit `+��ir liLOVER D ''�___ ,_ __ _ S t-� , ,a a rr----' ON6 GA(V - '/F SOIL OR COMPACTED FILL f0011N0 _ 1/?• DIA. PWR CO► UT IU►.TI • t XVO PS Lo r - - - c.r PROVIDE 1 DA 6' ( —� t•-`7 * SP los ' c.� S:'�'.f 1 �':r-o' SI,1,'• >., NO SCALE � �. �I TO SPEAKER PEDESTAL I PIPE fMHEDED IN COUCk,(Emm"ooll 4 E = 1_..�_ r:=, �" 1 FOk CAN T. Bft_D Fi.utED MIT FACE +' 1 r • •r S ° w E H(Jl >: E�-X 8"X CO CURB 2 ; GLIA D POST t 4 18 GA PAINTED TAIL o CMU WAIL '' .�•fIr"_-I�IJ !G A "CONCRETE R 1/2"'DIA. PWR. CDNEIUIT ' GATE (BOX RIB ( J '1 ' ,� \ TIN. _ FOE? DR SIGNS r; 1 ,,� c -- 6' LONG PklCAS1 CONC. EXPANIIE D ME TAl 3/8" UA. BAR 6-X ?- ,`-i _ : .. - - -j _-'- l - �• WIIEEESIOP W/2-�+ BARS L MENU BOARD I \`— I WEEDED TO STEEL Li i�',• ;� ' I •C ' CONT `\ I 1 I TUBE @ 16' C C. -9' TONG _1�.._.A.�..__ ._ C.. V ?'-6 MIN TO 1 ANCHOR 6' CF / (INET /� - \•� BOLTS � C011ST. JOINTS • ' ' ;'' ` - V?' DI►� DIRECTIONAL I - liy �'PARYING SURFACE AS @ 10_OC. '- _ 5'X 5'X 1/�' STEEI TUBE �► / ALL MATERIALS ALJD C01V-TF1UCTIOII SHALL CONFORM TO THE U SIGNS W/ S"X S'X 1/4' CAP PLATE STANDAR[) SPFCIFIC.ATIONS FOR PUBLIC WORKS CONSTRUCTION�_A - 3.'4' DIA. MENU 6` THICK PCC SLAB WJ EMBf[)ED 12' INTO FOOTING CtiRE<Erlr E[JJTlCjl1 AS PUEJLISHED 19N'AMERICAN PUBLIC WORKSz #., _ - ;- - ? X41 BARS TtGRIJ W11EEl- ' BOARfI-_ 6'X 6'-10/10 WWM. ISI , ASSUCIATIOEI OREGON CHAPTER WST(11 8 ►'VMI. MIN 18 -- - ON 6' GRAVEL BASE. 1 1/20X 1 1/2•X'3/16• METAL (n�, I C"�Jr, ON CONC. pvMT. ` r, �` ' �- •�+{ ' �• 1 11-1 EPDXY BONDING FULL THREAD ` SEE JAMB DE1All AT RIGANGLE DIAGONAL BRACE - �� 0 • `�. l11• ;�, , \N17, J, % y� AC,t N1 11 ASPHALT PAVEMENT \� u > '- •°.. _BASE AS SPECIFIED 1� , PLAN VIEW 1/?' DIA. X 1?" CANE Bal -� JAMB DETAIL SP 109 SCALE - 1/2% T-0' - GRADE MENU BOARD ONE GATE - G F-- 4ICA •:; = 2 _ CONL, -: CURB S� GUTTER 3 CONCRETE WHEELSTOP 15 '�- - 24a•Y � .. z— GRADE DIRECTIONAL Vl11►TE S`r'ME301 zr<,y,..c •t 1•w .� c SIGNS �- /' COLLO GROUT ALL lur: TI.rJ�,as r�l w ,! ` •► -F +- -� / �S BARS VERT. Q 3?• OC 18 GA. CLEANED, PRIMED III,-,,: :• • I I / - PAINT INSIDE TO MATCH / , ,�. r, LUE BACKGROU11D v'. TYP I 1 8 PAINTED METAL GATE. / ^� w' = Ioar• ; i••.t� . I 1 ( BLDG- EPDXY PAINT l (BOX RIB) �S BAP, @ 32' 0 C it?JW; • j 1. 1 -- i. _ ',,>t > oR NOTE: SIX B'X 16' C M l' S �^ I :L____�_ All C(IJDUTS TO BE � WAIL W/ OUR-O-WALL I MIN 12• BELOW GRADE EVERY SECOND CWVS �+: � J 3 R i i,• OR LOCAL f ROOST DEPTH PAINT TO :►� :L-� f-O- S'-G' 4'-0' 1 : ANO PROJECT 3• ABOVE o MATCH BUILDING �IYP ___ `-•---- :; i 4 FOUNDATION Y w''', . :o' . I I 6" THK. P.C.C. SLAB 1► :�•ft •v; SP!00 NO SCALE �, I •:_ I' 1 • W/ 6'X 6_-10/10 '+ r • , t W.W K ON 6' AGG. rf T ��'�' :• PAVEMENT SURFACE I BASE. �` ;* :• CONCRETE SWALE 4 PA INTED TRAFFIC ARROWS 1 • 1 • - AS SPECIFIED t •i • ;' I' --=— l • �S BARS VERT. 7 271 W/ 4 - •3 TIES @ ►- `- / '� 12• 0C. 6' TF1(. P.C.C. PAD W/ 6X6-10/10 -4- 1•;il. l�` ?. 4.� TYPE I •. "+LWK ON 6' AGG. BASE 8 12" WIDE ' .;�,1}, as Notl-n _ FTG. AROUND PERIMER OF SLAB Sly SIX 1/4' STEEL �.. )L.-t ,, - '1•Y' r� ..# K► > _ , TUBE Eh1BEDED 12- }�\ �o �� h�� `' I `C 4" CONC. 'CURB EDGE , ,, , , , , ,1 . • STD 6' CURB INTO FOOTING. — ';L�+ri�','}, WALK TO BE 2000 -- WAIL FTG. BEYOND (SEE SECTION 'A') �S BARS CONT. TOP �� ''�� '' 4''!T �- 1 `-`'• P.S.I. 28 DAY P.C.C. , TYPE 2 B' DIA. DIRECTIONAL SIGN BARS 8 BOTTOM I NOSE DOWN TO / 14• DIA. MENU BOARD BARS 1 '-� ,� '• DRIVEWA SURFACE `� 161d •• �tf• I�—t" RADIUS FINISH GRADE Q DIA. DIRECTIONAL SIGN FON . .t n •, .1 __/-�._ /_ �_ T_, 18-a- A. MENU BOARD FUN. _ELENA i I ON SECTION "A " ��-CC'd • SP103 TYPICAL ELEVATION NO SCALE SP115 NO SCALE •:�'.1:r'..sn,::�� `� - � � b — - SP113 NO SCALE # Q TT '1 9 HANDICAP SYMBOL 8 rLIJ r � z �-- �, TOP OF STANDARD CURB NOSING [L's SIG14 BASE FOUNDATION _ 1 i METAL GATE BLOCK TRASH ENCLOSURE c� � W m SPEAKER BOX LOCATION 1/2' PWR. COFJCJUIT 3i4• STEEL BASE PLATE t2" x 113- SIGN V'/ITN i• ;. •' FROM MENU B0. FOR Z'_p" INTERNATIONAL SYLtPOL C) (L 1/4' STEEL Ii VEIING PLATE r r OF ACCESS 3'-l7 TO —, -II �J W - ILll1MINATION OF SIGN I ,5'-0- ABOVE GRADE. G w'•i 1''�/E. , SAND BASE BQLLARD- �0 .�- I " ��- w -� r CONDIIT FOR COM- 3/�" GROUT 3004 PSI MIN. ' � of ijl`,�'. �,• 6' I � MUNICATIONS TO DRIVE --T W ,. �. �- X 6- - 10/10 W.W.M. - •_ " I r-- jco �;I.f• .'. i� --' ---- TIIERU 00TH _ e _ RESERVED t I mJa INTERCOM- 3/4" DIA. SENSOR '.E];;'i=• �',i SCALE - 1'�t'-0" _._�- CONOUT TO SENSOR �\ ,• CASH FULL THREAD � LOOP. �— �; ; r a _ PARKING C� U d i : REGISTER ` T-o' _ 'Ti Q 1/2' a A. ANCHOR � � ' ' � cuRTT -+-- 1 1 BOLTS 1- DIRK HOLES FINISH GRADE \ _� 4' SO STEEL TUBING �- �'•�'•' ED SIDEWALK 5 PASS THRU --- \ - �.; : CURB 4/Ttamw o T �'•',� '.J." ------ 3/4' STEEL BATE PLATE AND . TOP VIEW ' ` �-, 1/4' STEEL LEVELING PLATE 0 t 4' TtICK CONC. WALK o �I l - �S BARS VERT. \ \r� 4 0 240o PSI 2e DAY PCC STATE DISABLED PARKIN, UT F'REMOUDfO'MAS11 1 YI E I �- �- PERMIT REQUIRED ? ►:,•�•�;. I W/ @3 TIES ! -.T •� 3' X 3' HOLE IN BASE AND Lj mj STirP CONTIIA1011S 'd1 I I BASF PLATE ~-J LEVELING PLATE FOR CONOUT �.� I 12' 0 C. FINISH GRADE I 1 `� ACCESS 2l' HEAVY DUTY CAST I , I IRON FRAME 8 COVER l` INLET 8 OUTLET PIPE 7X2•T.S. •' NOTE. WITH 'GASTIGHT' , - • ._ I I All CONOInTS TO BE. AND FITTINGS STANDARD\ SIGNPOST. SET 4• SAND BASE ! ! MIN 1T' BELOW GRADE --- 4' X 4' STEEL TUBING LIGHT GASKET - STANDARD. �--� q"sAMv1 llvc, PORT \ f IN 1T10 COIN,. _' -, ,,•.s ..1' �: 4.,p ,47- .,r '.p/l. ` RANO H0 �• _� 1 . ., ; � , . �•, ••�• ` , OR LOCAL FROST DEPTH 2` --�� E POST. 17'-6' NIGH W/ BASE \ FOOTING S 'f Y`/'' :.t+: �•, > ! ��/.'•. SCALE' NONE P D CT ABOVE ' ` I TO (t.4 , •, /l - 10/14 W W M AND R JE 3' PLATE. RISERS AS REGO I ,��^ .,' , • �j• �j� / - 6' X 6' FOUNDATION I "1- • D GRADE Nf► PLS►N ► R RELATIVE 1 S Met VIH 1� K F F. NO SCALE 4 - 3/4' ANCHOR BOLTS. l j SP'*7 1 ;. 9fTT'S OF 91 JAL >� _ 30" LONG PROVIUEG B'i G C. SIDEWALK 5 CURB DET, 0 D/T W IND. Z4 SPEAKER PEDESTAL FON. - __ ___ ---__ z I I ;, - ._,•'.•.� i.� . < � ---- ----�-- \�-_-. p 2 T S. AS WE'ATHEF I c '% - EXPOSED PORTION OF _ TOP OF 26' STL PLATE TO A . , r. • .•�- ,•... 24' RIGH LETTERS 8 l` 1 ,,, .•, • CONCRETE CURBS / � /.--� /�- WIDE STRIPES PAINTED 1 - � CONCRETE FOOTING TO • INVERT _( CLOSURE. GRIND WELDS WHITE. 6E FORMED WITH RIGID ` II�1E1 SMOOTH, FILL A',REQ'D FOn r•r:'N t `o I I _� FLUSH FlNISH, • � �-.P.,} _ _ � 1 • FIRER FORM (SONOTU©�. J. RV/ P.VC. SENSOR LOOP b TUBE TO 8E NOT DIP �,L�♦, >. 6•/amrr ( TOP OF PAVEMENT �o 6'X 6" x10/10 WWM ACID GALVANIZED. CLEAN, i I ' r CUT 12" CLEAR OF +� o -► PAINT. TCN, PR11,1E AND %o Wo+•rsnl / 1 _ j SENSOR LOOP - - — f •. ;•�i' �'r J :�>tlon' t ' 12• _ I ly '. �' i I I �•.• ' ..— 4 - 84 BARS W/ 0 TIES @ iv TE II M r 1 ALUMINUM /,.'. •. 2, 1QUA[i OIL Roumb O ( PLATE � I I I -••PVC. SLEEVE TF',RU .. . =- • '�. 1?" - LOCATE. @ ALTERNATE } %'• ',•_ , (l , I I J, CONC. CURB 3/4' P.VC LOCATIONS FROM AB _ __ --- -NNWI ,f CONDUIT TO PROJECT � �/ i 10' INTO CONC PAD �, 1 I NAIL 57 as iTt1P AIvD1CAPF'ED RA111IP 6 '� . �� --_I 1 _ C�/�i• H I I STUB UP 4` 10 ?"X 4` _ , )/4' RIEAVY WAIT CONDUIT \ DRAWN BY, P.SNOuty -. HANDICAPPED ! "�Iu�S ►=Ku. «_ . JB BY GC + 11 `I EXTEND TO BUILDING SECTION T I ELECT SERVICE NG SIGN _ - K I ��1 7000 PS1. CONCKLTE �� I .� o HANDICAP PAR - bLl► Rasl?1'IINT _r�clFlcArl�►{5 DAA �:c, 'QQ- J LA IT 18 X_ __._.' SPEAKER PEDESTAL NOTES /,ll WELDED ST_tl C t, T1.1 TY�N. I I`101 ES 1 �n _ _' -Of PRESSED CUPS •I�uI �E sc[Rt hwir+u„ 1�IICr,,IE�S. 1 ANCHOR BOLTS SUPPLIED NY • •+ i. `' -- = +•� - (:/B- lIP) 2'THICK IOI�-� PSI GP.EI IIIaN .1EAyY - -- — < .� DUTY LAST IRAN rrRar• l-E . `. �' r cDNDUT FOR COM- BY GC UTILITY VAULT COMPANY H � - MENU BOARO _ _---T- MUNICATIONS TO DRIVE - /� n . f•' , __ .. _ CCATfD I►ISIDt A►10 (x,t \v,TN 1 -GREASE "T R1\1 • '' pit t'!Y► -__�-_~ CURB EDGE SICEWA4Y ASPHALTUM PAI►tr. \ `f •'' THRU BOOTH COI.NTER I ? O ll O Bt I.J f D _ std mus ` L H1 POST SUPPII E''� I C00 GAL GRLASC s 11 ,/'� ;TUB UP 4' TO JB � . L. � TACO Bf 1� "�TAI'ED BY GC :'�. AY GC MODEL ##577-GA A 1 --__.._ ._ - - - ACII=ICH AIC t,•' �.. -_ r ' 1/2" CUNOLIIT FOR POWER --- ---- -'r- -' /VA�Ics 8 OP `�3 0278 13299 r'/ TO FIECI PANEL.. STUB '' �, 18- DIAM '- -----j F41) up TO JB BF,GC' NO SCALE 1 ,.__. _. _ .- . SCAtf - 3/4`=1'-0" cp114 NO SCALE 4rtz=1 �.- .. .P112 SPM ;,� -�•'�.: �r- t' : =1 . n25LOOP 12 LIGHT STANDARD DETAIL 13 EXTERIOR GREASE TRAP 2�NO CALE 0�-�5�� pEPRE.SSED RAMP 7 TY ICAC. CATCH . BASIN MENU BD. & SENSOR rl 1994 MICRLMED IlIIIII IIlII I IIlII I lIIIIII VIII I ! ILII I VIII III I IIIIIII I Ijlll I � l + llll 1 FU"- GLAW 41 MADE IN CHINA l N 11 1 I .A / / A< y fvi CA W JJ „„ w w. L- Ii� i� CONIN1FPCIAI_ WHEELCHAIR RANIP A SIDEWALK NiM CUA..- �• il' V_ NI@N "a • U I Ll' rN.Ca- 70JJ Rf 1. _ it 1 S � ROu110[B 10 W' B, urAN1uN Jowl-20, ac.ur.l � T.S.- 10" r 10" ra-#,A M6 We AL WM,,,1„• x -'r H Nwr 1 l&1-1 IGII Lim lrl[ Alb 1w &'fE 4)VAJAZ A fil • •, t11Yf s1 N ►AE-f1 F1 or, r lAG W 1j OIG A# 11'ES Ilt", I AI k A CUr-f lL k%4- It 1E IM[: L H li [x►ANtION .Io1Nr r Aral iS!A&,A TYPICAL WHEELCHAIR RAMP _FRONT VIEW SP4S�_SECTIQN - DRIVE Wr---1.1AwIION aulkT --TOr 0/ CURB . Dtlr aNU( JJIM1O11 TOP OF PAVtMENT /1C 0'1a L11,r' L 0 l-i {± _ TH.RU lW/FEIN!}rl:'� 71� MOTE• 1) ,I.1 , TLIP ,�-i-� Square Feet . Logo Sian 1. I*CAT[ W.•t(LCMAIR RA/AW( TO AVOIR C011/LICTE "#IN HIM% CATCH 143Wt, Aq • E. IACM Comm" of AM wf[ l(RCTIOH 4104MIS A ur► 00 ONKW 011[ELCHA/R NAAI► OA .; N49Ct[B .T CST, 1"W99110NOT TO SCALE 1 1.001 -{ 106 - 1I)O - lOP VIEW OF FOUNI)A11014 Q NOT TO SOLE W 1 I 11 1 i 'a PIPE 0, Smell '.IlrAvf Cn51 nl nA1ruNA, - l I'[LIIILIINi,tM.11l I(/fU11.,1411 -uNAI =•k ' \ Lij M11ARU t'1r{ 111I1w (set 444w1L.ST �AW ��`' ('•`/• y `" �� s u6' ill•j MIL-i-9421 TI ,-. 'A 4a 4— wj&) L X4 krELiD STVDS cfA,11Ll LS STEEL AINcnArr C,Alilt Imo• • . Coo �~� •� � I I AI,TN G�islrRnJ� SiM10900 FLAB to 21' elVAR A, ►lElSI c►fr.IrT SIZE FLAC - \ 1 N[Of`R[N[ CUA/ED TDIA !i(EL r[I L vuh►C N W E I W l f •+-�.w...,� � h -- i �_ fpJ ' UfION IICApCp nCTA111CR WING TYPICAL DRIVEWAY CROSS SECTION 1 REVOLVlNNO O N•f0ULMO ItITCR110L IWLYAPo >,r ..�17,.,,r l r TAU(#;, CAST AU/IAINUM DUUT, ED IIAMLEOD L' n STEEL GALL BEA1111`131 fl Z-1/21lt}IA F L.ITEp 1 #T /l♦ p�L ►,.-iS 4r••�••�-' StEEL SHEAVE 1/4'!.If IT -- Y&,`2- E. 111-11Q1f - LIL!44 I � Iwm 1 EACH WAiT � �� YA1 11 1 ,' rACYTRiY LIN( 4 LQ ul r MAIL •� 1 vi' ►vE' 1 vl' • � - •^:��, 1r I O .{`fi 2 _/ • I E:a.,"L. J./.'� I -�..N y �.l% •.�-.... -:,,y. I , I- ..—�.•� ` , ' 71 •'l Y' , _'�il••I � •i Biu[ B[NOYA I. /Cu [xMV TO" JOINT-1'e E' REDWOOD 04 w.Aa CLOAA MAY 1[ USLD K. OLU W MASIIC- ` G -IV ft,St+iL-J♦� • l_.i- I I1 \� i • COM/MCM, ]U -BASE A ♦r yu,_etA uAr la)I f( 51.1�Tlyt[p._.] l i r 1A of � � � COMMERCIAL DRIVEWAYS ' I i I � @ [r►AAISIoM AWT- r 1 1' AcoW000 oA CroAR f/w B/W [LLtt MATCH . EXPANSION JCIwI -- Tw / �•E1111MlWM JOINT I I , / MAT K u1CD N LIEU Of MAS11C l AAlA Y. ' (fl)4l'd GoNf/Ntious AAM(I-J'wr �![ �t A U/r aVl'JMI�I(-S000 Rs.l ca+ _11400M FINISH_'-'7J•, ' 1 ktAiP/1INA1,;, 11[UJFIJgrED ACCEIS 1'Aask Utz 17!1 OGOR ,111,• 319111fatlltit f•tLu,(IER �•- I '''ter V ` 11IttMr[ JdNT 0Lim ►(`AION_OlYT1K_ ►OUR /— .. /!•r'•-'i��1 1 MAY. _ 4 PIP W/ 12 KI'L � ".IAINI_E55 .I(E1..DIII[C1 ORIVF. ��il Q _� IR'V. �)�'r11 fZ Q[.'lc._ �{• } A• C L I wu.1a1 wlnl flFnWvAnt[ mann - - - -- - - •-•-•-•- T 1 �' _ IIA f:11l,E '� :., j--^_-'•__—••• 9 1 1.•- hLIA COMCIIITC t10[WAt A% B ORIV(W•IT POURED WrTNIN TF1[ CITY RA&W-OF-WAY SMALL f[ 7000 RLL AT 1M DATS. BATCH Ylr TICa[Ti SHALL SPUN Ltt)M FLALII COLI.A'1 _ C'1 Q ` t• �� ru�., �r,�.� '� l�l L7eP� �A l3T'lIt�' t- MAU( ,VAw AAL[ Al WS"CTUAf AEOULSL C7 . !`. 0M `►I NAl flu►lL nlIaPL(TLT .LICLMLl .9f M k uA'T/RCIf PRENOLO(0 SfTWNUf MATtOtAE UNLESS DTII/RrIS[ NOrIM Ttic 17►AN10N JOINT SMALLA 1IQK3000 Pill CnINCRE11 fLN ERA D( NAS I([ G 7� Z^• !'NIRASA 1NA'.A K( COMPACTED 10 • TINY S IUNjUITIN@ WA/AC( Tau( TO WAD( W,1N UN✓ORM B(AAI.d TA(N@TN WHERE( I1y� �� C •.. _, _ @ "� :V1TUR1[D W '>~E IA(VI U1 IE MOMtNI Oil uN1UrT►!L[ Al 011lAwM1D fr Tilt CIIT [NI:/MLEII, CONSTAUI'IIJN 1rIALL N/v[ will. r' 0/ Yr yhl)A C COMMCUD 1ASL ROCR,OA AS 014Ci[D BT [NWNEEA, PATMENI ►ON Al1WfIiANAL ROCY TO IIE wClO(MfAL TO IArMINf IDA 11UlrAla_ 1 _ L ¢ l_AMT CUA@- MIMI% RtrVINED pR KTZALD 1NY.L K SAWCLJT. M1 CaMR • WTILA SILTIO.IM ALTERCO SMALL K N(►.J.tp /AoM INDy(Cl flit AT O.rw(ly WOtr( ItARGw0�6 wE0GC5---,4 �, a n�� ~� r Ill. S•IAfTy 'Nlllt OVEIi.LI.L _ A µr, e ry/AU/ ._.__.. -A?'-I L.-- WUPWLLS /HALL BL S' LQ. PLASTIC III( wCouPLYNG WSIALLI-0 THAOUGII INC CLW WIfN INC BOTTOM SIS 1lLOr PCY OF CUA{. DRAINS WALL I MOT B[ fN1 LAL L[0 T►/11OUW1 IN( OAQ CURB rW1ilON OF TN( ONIvL WA1, p1TALL A LAK or f r111"NOL(1 ILA LUT w//✓L AT LA•A Y.00t TU 111CYLIIT7 11MC. WZ E/'IWl1f W1rALLC0 b 11111TWsl CUAfi SJ-ALL fE ONIL.C.10 Ila.)T RNOKIM R CAOUATE DI. DR1 SAPID 11411iLY I fN0 .y QF MORE THAN SH-6 O -��" �'' 8.--BNIrILWAT LOCATION' REQUM(yLMit i AI^EO'.YM DISTANCE N(fWE(M CUA! CUI B START OF CLAP RETURN AALxUt 1.4 0/1d1 .wwr awt III.I AI. IAMPtO t►lEM AI ION- p f � t T •;! �O _� o ANI ynINvC01N `WU SEC- __ •_ �-- Bi-I1' AAaI O11fANC[ @[TW(CN Ct1Aa W13 FOR ! lMl MORE D/W'1 IN 3AM[ IDI. CI-j' YK W,:N CINE B[iWtlN D/r'1 LIN S / All ulG r0�E --++• -� i I IIOf15 01- V 1A1L Nor CURLI @t T)r[IM ►AWICTION OF PAU/(A1V Lwr AA.O CUA@ CUT. f u. ALAfk AUPIIALTLM PAI11T 'a lJ [ [ [ (017. 011 -oUISWE StIRFACCS � l EACH 9l:(;tIU11 MATCH MARKED ---� DRIVEWAY INSTALLATION WITH EXIST CURB R GUTTER _ r.I ►UI ` 8%�Ow ORAOF•�-- .,--r-'t +) A V FOA F1f LU Aq;I MHI.1 FxiK)L'- 1 ■ 11) ('11v11Ut1 Ul llhl SI.EEYL ' - I 1 _.^ > Fig ti� _ (t ' 7 I fdllSl !lt 'IYELL 1'llllilC61EU T' RE rAIWNG WALL. OPTION A' _ /rkJI1100- ♦. 1Lffv(--I64A G 1 v ii1 I'I11Uf1 IU A�jE MQLY LY- _ .--._--1T rjCAl_.� iT� I/,OI' ran wv BOIL to"TIONS. [NTMfr CURB NEW "W111,41! @ CUAE (1A0► SECTION. i B WTILA S ACTION SMALL BE SAWCLT @ REMOVED MOVED AI'ral CO.-C.. @O+otl 10 fNOA1N /a:[./� L•; 'ul wii[EU Stkf L - f .' Y ' ---- . :'f Cl 1( •:r.PUIO Wt0@[9-= r��Tl ' —�— `:Y 1-1/Z• MAX 5110P OAP Al - i kl INOR TO FIACtutHT fY N[r S{CIILV.`�� AFC'NAN 1.11 11.11TEY INC. -r 11•`J -'v .-_ •-. ..... c FU IVII flFll) (II1111fi1f1A/A -�:�-)11 A'^^I S A 1�it...- OT -� DAiE � f � Ctl1� 81' - I/If :If FL BAST. 91-ATI ••/ -T �! '-� f11H :Il;llf �f)III'l ql CONSULTING: ENGINUURS AT ALL SAIVCUfS--- 1 _ ._�- __ YAfTIC EIIP&NSION JOWTf REQUIRED �••'',,�' / t ��' snt !1111 S'tls•[Jnr rILAt(� �1- .� -- _`_ _-.� -- i12?l 9.W, � t•nA BY pAiE �•';� L 4TE Darbur Blvd.,$.alfa 105 c� _ Y(LCI(1 rC 4r+lauNo 91'INE 1_Q.. 1 11 PortImi1,0re8an97219 - -___— JOB No 1 QQ_�. _ = -- _ =1 -tiz4zf,•srs--'_ �w[TCtA(r�cu.M B uRHL11Y1111"r 1.JN 1e1(5Q3)244/;OG6 OF / --.�`•,r-- `�" .�I 11►II �' 1 SHEET _-1 _s' —wtTAll NEW Ctrl@ B wTTtR - O- I I f, �� SLCIbN vINIn TrAf l[nh)rN 1. 7;ORfUS pNCTMAl0Ar�01 ALMOvI CLA111. -/dl AMT A[I.00 AT NTN a/• (MMWAYI, Erl[TwB BJ1a EMALL 1[ fAWCUT INfTAII 1- 1 Irl' NA, R[IAN �f:ET 'tLft?, B R(HuvtO, AND A WIN CLMA A &UIILA 19CI1uN SHALL Of -SIALLAO 1 DC- - I'«I• -All EXIST. AC DAMA@ID DLM1WE CONIINUCT10N (MAIL M VAWCUT, KNIFE JOINT 1[T'T[lN CLAI@ DA," S DArv<rAv �t F RB AAAM ]'CLAS( 'C' AC. 1MOv[0, (/LACCO rJIN TWO LATA 1 PACIFIC HWS., 13299 SUP 93-0276 - - - 70F49 mi9bMED IIIIiII VIIIi (AAA 1III 111111 1 V III1 I'M— 4MADE IN CFIINA IN PLAN f KEY _ 4 ,41 " Mnr'1H01_rF _ KEY CITY. NAME KIM, 22H.55 12" NW 2'21.89 �� ;. . .. CHAIN LINK FENCE 12" SE 221 .78 \•�> '. - - H" 221 .7 8 - l 5' O.C'221,7 - �� 11 PHOTINIA FRASERI gf .CRATi ` of --� THUJA PUCATA WESTERN RED CEDAR —F,' per 'ar ,Q`� 3 TH P F ! r �'� a 1 • �l � C= o l�rr �, ,,,�l -'_.—x—' 35 VIBURNUM DAVIDII 1 gal. 4' r) W 00 2' O.C. 148 Ra . . c f' ED ACE F �SIi.J23 COTONEASTER, LOWFAST 1 gal. 8 O.C. 18 JUNIPER SA©INA TAMAR.ISCIFOLIA 1 gal. 8' O.C. c � r 50 GENISTA PILOSA `✓AtJCOrJ`/ER GOLD 1 c;ai. 4 O.C. a_ \\ ?fw PYf2US CALLERYAtJA CNANTICLEA,R PEAR 2' cal. O 4 HT. 30 O.C. r $k� I \ I \ �. \ 1✓ ��It , �� I / I STORM 1w�HOLE = _ iy� 1✓ .. ,, p &______19 PRUIlUc LAUROCCRASUS, OTTO LU'A<EN ! gal. 3' O.C. V R' AS REQ'D ANHUALS (MARIGOr-D, YELLOW dt ORANGE) 4" pots 18' O.C. .J E 1k lo ♦'1 ," �` SOD LAWN ... . . t. lap ;�, t OLE LI T POLE LIGHT r I�•.` • mc r,._ r; r• SOD LAWN �It ti:. " •.c .ns [Yit. +.ZIA 'A is ^ V r► .1';y 'h „y••• \ 1 'JAPSE. Alto P1.11 Axod� 01 ' ' '• '' SOD LAWN .P --PROJECT � :•;• N LIMITS � • " :• I IiIE: � ' D IJ Ln 0 c0 c70 F SIGN cD _ SIGN =\\ O z SIGN fl�ll-�1 co <C 00 DAida I -� �► v W = 3 1"ON , '• E ' � �. t rr [ U Z CLEARANCE t� N3 f , [L 0 Q POLE LIGHT BAR (~f� t U �. I .'�♦ v� .—. _ __ ._. —. . - - - - - - - - -- -- - - - - - - SOD LAWN � < � .IJ CL r: i SOD LAWN SOU LAWN SOD LAWN I { i/L'.LJ�1 ' 3 O ,..Y . . . . • - ' .1•..• . 1 • PROJECT I j �. ♦ .. : • ' . LIMITS Q \, �- SOD LAWN I .. i FLAG POLE I ' .• 'Q ' O PROPOSED TACO BELL tiff. M-70-H 9' `: .•• 1989 Sq. Ft. ; \ LANDSCAPE PLAN ,. •. - SCALE 1" = 10' I •,' � I ri VAULT • v� I IPOLE SIGN- t I I I POLE LIGHT POLE LIGHT Q L L 11 v .0 '` `• �, V 11., ,1 Yom: C.O. 10 ' , .., • • I. 1 Ll Ill r ' • •, 4.1 \ ` vl Fig .uE PERStTEA 50 pUILD1�Or S K FRS;a .L OF jR4w� -- — --- — — — �--,-`'�,_.:�. ::�. ,�••--.:—•,•.�.. �' -��--.s. •�:_ .::_ .�•.•:-. :,�-' :,,-- — •; . ^...�, �. ,�:.;_.... ".� ..:.r.. .�,. . -=-,,,r— ---,. , . . . — �, �' --- er c� cu-AMB tis 5' WATER EASEMENT "ilk ZFrl O p�r�• 12 4 GATE 'VALVE I . . O . . O y• O - -- - — _ - — -- � .-r.. r, � � A•Ri�i 1993 t •/ :1 1 1 / , .y '♦ y. r. 9llitHu T "L- 4. S 33 15 17 W 56.09 �� CATCH BASIIJ I ._OG.T.E. MANHOLE _- WATER MAINSW PACIFIC HIGHWAY .. PACIFIC HW,( 13299 SUP 93-Q276 8 OF 49 MtCMkLMEDVIII I1 �1 1 IIIIIII I VIII ill IIII II REINU- GIAW 4MADE IN CHINA IN �1� 1 1 1 MANPAI rt IAIh' - uj GENERAL ;; REFER TO PIPE SIZE SCHEDULE FOR PIPE SIZING. 14r r + 0bn �' y GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL SLEEVING. L4 00 . SHRUB HEADS IN RAINBIRD 180- P.R.S. BODIES. . f •r . f" 0• TURF HEADS IN RAINBIRD 180. P.R.S. BODIES. -�.. 0 INSTALL VALVE BOXES PERPENDICULAR TO WALLS, WALKS, AND CURBS. � PLACE TWO (2) VALVES IN SAME VALVE BOX WHEN POSSIBLE. 6. C INSTALL HEADS FLUSH WITH TOP OF WALKS, WALLS, AND CURBS. d C �- �s; ( ION-. Ac.&CMD U 0 i PIPE SIZING SCHEDULE 1 76� PPE sum > I �,% `1 _�_ w gal. 3/4" CLASS 200 PVC Q T ' � _.:.::'�-- 11 10 17 gal. 1" CLASS 200 PVC I _._.1+ 17 — 27 gal. 1-1/4" CLASS 200 PVC mum 27 - 36 gal. 1 -1/2w CLASS 200 PVC ,, AAwc we 04ft'l VA , yri � I EAUFT FO W 0-04A i s Mr#4*AI f4'K *ydwj1; 1 :t: T • , Ann= m&AIT Gni: A*7 iM'A I r a II 4 I II 1 � I Jmop, z GENERAL KEY Ln CIO _ CLASS 160 SLEEVES - 40- 6" AS NOTED 00 I ( CLASS 200 PVC PIPE - TYPICAL 0 � ��-�-• l POINT OF CONNECTION WITH 2" BALL VALVE I z co DOUBLE CHECK VALVE o o a I_ ` __ -00- -+9 3/4" QUICK COUPLING VALVE W/LOCKING LID * 3 (� MANUAL DRAIN VALVE _ 3 IN z --0 RAINBIRD D.V.F. SERIES ELECTRIC VALVES U Z N 0 — ! e RAINBIRD DUAL PROGRAM HYBRID CONTROLLER HP-12 I— �' � F— U) Qw I 10 ---� _ _ w 0 I m o oc z ( HEAD KEY co FEAR OOIIPAW I> W CATALOG Na RADW OLPAL PEI () Q� Q I ) v __— 6■ c.— — — s._ • RAINBIRD 1400 SERIES 2 1.4 20 7 n r 0 RAINBIRD 8 SERIES 8 .39-1.57 30 m RAINBIRD `0 SERIES 10 .39-1.57 30 () RAINBIRD 12 SERIES 12 .65-2.6 30 RAINBIRD 15 SERIES 15 .93-3.7 30 V A'�A Dd RAINBIRD 15 S.S.T. STRIP 1.2 30 PROPOSED TACO BELL I T AA H RAINBIRD 17 S.S.T. STRIP 1.73 30 ■I ( ■I I Q v9 0 RAINBIRD T22 SERIES ADJ. .65-2.5 .15 ■ 6 — — 4 1 ESP-16 M_70_H 4 11 A RAINBIRD T30 SERIES ADJ. 1.30-5.00 35 199 Sq. Ft. I � � 9 I 1 0� IRRIGATION PLAN SCALE 1" 10' F l I I 2" CONTROLLER r E AMM �y I I DUIT STUD I I I I I IFI (! I I I s"I I 114M ,00 \ \ L I I I I L. .J •0 - r •� \. 6 J4 1-1/2" IRRIGATION MAIN 6"_ 7 38 18+ 30" IN139. 75 ' I ,�t' A"� C., CHAWEIERS I pATF 1: VAR;- 'y93 ot AL S 33' 15' 17" W 56.09' M-70-H J (. r 1 _ sHEFr NUMI .......................... ................................................................_.... L2 PACIFIC O HM, 13298 SW PACIFIC HIGHWAY FA�� M� 93-027827e 06--0578 9 OF,9 )L ) fig ml MED I � IIIII VIII I VIII I I � IIIII VIII I I � III i I III I 11111 I I ` III I I ` IIIII I VIII IIIIIII ` 1 FIBt+R— (3LA85 4MADE IN CHINA IN 1 �( Y�' �. 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DY9sUN SE Ot11Vt10ED ON 011 ItFOAF/NAL NS►ECTKx1. sw"mk"'"'"`Y`A"'`Q'P. `' ""°"E"" 1. SHRUB PLANTING TREE STAKING BOXTREE & GUYING A. IRE IIC/1(!FOR iW7C►Pt S WL PFV-WVf A WINILKII[AJITH COVER OF is'ABOVE THE TO► POMPON T74M 00 001111,11"AT T14M WY DFD IOCATIOM A!PEA THE KANS AND SECURE THE OF 11*2 HPt FOA ALL MAIINE AND II'MNuvU OVERALL LITERAL INE@'. APWRTrK CII.141 LArLI•►'AP-t AI►:"I ICT 1114310FA EJ(LAVAT W 0111,MAAVJQ NECESSARY I U A•e I ULN I I A:.D411Ei 1 LU. 7. s.cry)e_M1 t0 J ,�.ww�� , v� YJ I.-I V Illy - Wv ✓ &Q A/1•i IN p.A. PLWT11,PTr1 SIMM MOM VMN LtvFl e4TTOU1.WRiT WnTH TVACF THE O"FT[R OF ROOT A. All MAN LNI'I N THE SYSTEIJ IIMLL M CAPPED AMU PAFSSURE-ESTFD AT in►SI"A wry >r�_�� J Ir1�i1" l.1-AT �,� L-�,a re:y . SAIL Ary•'DNtPtn i1W1 iNt lEHl11H OF HQOT VLL. EACH K/WL i11«V11 It sAG76FLLED F*Hrt700F T1MD110UK7. ANY lEAhs fOU►i)n►(All.D:C(XWECTED BY REMOVIHO THEit 4\i♦<.. V 10 �IN tL,��, p, p, I�.',�� wiTH lPOJ*1*4 LLC0.WPAPAD SOL MLIED THORKYL OIY: ILA"OU/?'t OR 11"N07 AND P41ALIM NEW MATERaL N RRG1S ACE. T 1 I PARS CA M"T AWt K UOOE IWA0"00 UM IN Ii HAS KLM N9PKI10.111110.SMALL NOT ALLOW NOR CAUSE AND APPROVED eVANY Of His WoFW OTllt'ovv"tA of IL •4 I I �' i Aki�N !'aT S PANII EXCAVATIO LCX BY VCXUVE RAPPELENTA1NE. , /] �y wl 1``•�+� I � i►ONvW'AIIIPOEA PV Ni LA TACL ETSAS {XLOVY?: �� 7 T ABL[T I POE A 1 GAL-PLANT S. TCSZ _+♦ f��1 ( 1 { I 1 A�E T I n A I GAL M./WT 1t��••,1 � - iME El S►tA a GAL PLAIT A. WHEH THE @►RANIA M?FU M COMKITED,THE COKTRACTOII.N IN PRESENCE OF THE ��'- �- //-'•�� n ��1 p�er,. �1 ►-/ `•+ / ► - . LAitAA RANTS Cn TlVO YABUTB Pt UT NW.OF TMUN(CAL PIA ONNfA1 AUTNCIALZED NOWBENTAi►VE,SIMM MWOAU A TEST COVtM0E OF WATER ' -1- -E^- C�(./h1(�f_ i c-aTT/1 I ►11F►JJ�1 K)L S14AL1 eE TAPPED FSMILY Al BOTTOM Q►FTP. FU PR[PARFD sOl MOUND AFFOFOED I"(LAWN AND MANY MEAS.COrNLl"!I AND AMCIUATt. THE CON1/\ACTOR :• ' l,J 1� SAC l O KArR W WAY,AFT NSE RT[LAM T A$E 7 S. Of PIT[l E SACX f LL.FA7 AhIO WATER L�1 f V fJat9t dl!MA 1 E 14AL M��►f L1FtNTn1 All MONiK REC1U IAED 1 O COIWEC T MfY I _ tt 1 t/( �'T� (� NAOEQUACIE•OF CMIRAGE AT HIS OWN COL7. ..•. 12 �� L• �-- • 1 r� I w/ ' 1 r v • N v - - CL>�Ci. ALN N E�iTDR T►wJ�olJur<r. . . -i _ Y 1 i orGOI L 5J'� � 'Y` 1 TA6 �"�•� I ZE 00 • C. Al FUMiTt ewu.l K SET!O TINT,W1/EN lETTL ED,THEY SERA Ti'IE SAM!RFIA71Cd1 TO Ili[ N. CAlLIllaLl� • - _ Ir Pj ( p" �� / 1 - � co PA(L I ILD"RADE AS T HEY 1111-W 10 Tilt NA TU RAL 4AAO t LttOAE SENO T KMWA%W I ED. A. CONT ROIL IR IOCATIDNS Mu1L1 of AS NOTED ON DMWNOS OR AS LMATIO BY OWNER'S � Q 0. Lai M%ITRY ATEA PLAWM.STAKE ALL TAF F1 TO MrAWT DAUACA FWW WITO AIJTHORII(D MPRESENTATNE. I,CILkAya I IiAnt I L INGTH AS RtCX1*4D), FAST IN 1 RE ti 10 UPPER END Of ITT ANN N AT ' S. 1VON t0 T SERVICE AFD HOOK-UP TO CONTROL!ER S►4All K By CONTRACT011. T1 b THE LLV 1 1M4)�KACtt UstN17 NOdE T1Tt TIL S. , �/ RESPONSIOLfrY Co COMM •\RAC 10 MUTWY Iml PHOJECi SIWEK"I"EMT WHEN THE { � -, • ' ' • • E PRaAF9 RASED LAJM SAAM AS IMIDE AS PLANING HOLT OF EACH FLAW. CONI LEA it REA)Y FOR IJV VOX i MOCKUP. • /. WATt11 imuFMATELY AFTER PIAATiNM WATER MMI!BE APPLIED TO EACH TRE[MD IIIRUR N 11. � S.JC14.••.'uS R AS NOT TO D491URS LACh3LL Aro 10 lilt ILXjLNI IMAT All MAI LFAALS N 114E �T �• t ' RANIMU HOLI AAL 1►1CJRULKkLY SATUINT W. A. ALL COMMON O KXM Wft 04ALL SE MIR[. uj • $E14W SMAD COVEA PUNT M_MElIOW WiTH BERN TO FF1Mi W1ADE WD DdPON OF •. L DPF[MEW COLOR WLRES IV.WL MUSED ON POartNt*W FOR EACH VALVE. 11GK PI. r1rE'i I>7Cfat � C. FOAw1RE@IN.PAFIATO714EMANUFACMAEAlCHMi. 2 \�1 ��j D. NowimfS ARE TON SKCED MTWEFN VKVI AND COMRCLLER USCEPT AT VALVE I..JIP�1�E S C � C r. F--• < y A. Ail OACLvV COMER AMA!SHALL RECEi4 A T'LAYtR OF COt1Po1!•TED SEWER rill00E PACKED LOCATION. `•';.. ' "' Nl o THE 1 C1 I.OF PMPA I D DOC rF"70 KAN`T m ORU►J1 U COVER � �,X __FtN•T NO NO VAJISTY G►OJ10U1.7 COVER @iiI•LL K AS M40,tiM ON DMYIrIal. ,''t.' ALL VALW0CIL4pS M1AL1 K WATH F; RASIBMIO R1 WLR[CONNECTORS OR EQUAL. • • • r UJ I •AC anti PvCi • ' f lJ tE• YIF 'AII1 1' • 0. LJUMOT[1Y AMR KANTND(W40"CWf R.COMRACTOA SHAH T110NiOlK3FLY WAY EN • •• OAQJiID GOvtR A. 'THE CONTAACTOA SMALL VER"THE CORAECTWS3 OF ALL FROPfORAIM WITHIN THE I •- O W cd ''►! . I/'•�1 • WORK MEa w Oi10ER 10 tJ'16A/RE 114E PHUPEA SA)l GC71/Ci'iAOE(A!SPECFIED)()F 114E � �T-� ' C • r •' D. Ali DPWXMO C0%"AMAS SNMLI K 1 RUTED WTTH A PR[•[M[RO[M SEFOA!fNAl SP%04' AR lyelEll►IPE- • LAIpbCJ,lt ftWgCl ICJ". 0RUl/NO COn A AR•_AS SMALL LIE WILLED►RIO"TO AJ•PLYNO • • ��"' "•I • 1 1 L-iJ I T7 RV . .. . ►Ac•LU t►t,w r. Pm." "c 1E frr YO SE MOM"As It R MMSJf AC TUAE R•R11G7M M LFIOA7:OM1. � J S, �j G _ , r Y • Cx-f F4Av mew O LL CL < t•�� '► A CONTACTOR MWl KEEP [PgIIMNSEa CLEAN ANO FREE OF UACISS IOUPMEM, A � !!�� / 1 MAT ErAAL,ANO AiepaN WDENTik 1 O%OfW OF THIO SECT ION. I K� '..1,.i fox�.I I' .'• •. .• , , . r. . r.: U v L - A. A t AAFA:,wLL K FEC YvED BY T1K CONTRACTOI AT IUMIAlA►ALLY ALUs I M"A n DIET OF N• �� '>!•.-, 1 Lz �. A. r4E BANK SPRlfsn'ER SYSIEY•SIMLI K WARANTIED BY ME C NTRACTOA M TO I v L M4* I L L ••• ► 1' L ALL LAWM AND KANrM AMA$MCALL K OAADED TO A SIFOOTH.EVEN,^FID UNPORM KANN VMM W ADi1JPT Ca/ANOE OF SURFACE. DOC AALM AO.YLENr TO III&BULDNOS WALL BIOME LAATERIAL AM 4r,NCL INVM THE DATE 0i BACIOILED AA CC OEi ME GRADE. .,�•- J•Yr,\r►iK7M t1+(t SULL)IAi. � fpR AJ►1R►p0 of 01IE j YEAR FCxIOlYNO THE GATE of PARI ACCEITA4VCE a 'ME wowX.• I�IN '!,� �?,�•-�}r-�T P�A� IN Ui,lJ1�r P1/G LPX �1 P X TNRL'.Y`D 'i�J�• ALL PIJNTTNO ARIAS MViI K OnAD•tD AFD MANT AMD TD ALLOW/REE K Ow oP SUKA(:•_ "� a F-"" •. , �'LL. •!1�2��> UK7. .r.A 1'� °1/G -rk�Tl G �'�IJ l.�N C AWOL •ti UPd1 TH[COMK'jY0N OF ALL KANTNQ wow(,No BEFORE FINAL ACCEPTANCE,D41 L Jri i�•, ML p1Al56tf1IY coo-rp4470A MMPI REMOVE ALAI MATERL\t,EPI OUAINT.AND DEW"A(VIAINO FAOM IMS %UNK, A"MVIO jCONAREASSSMALL BEWIVY CLFAMEDAND714EMTPlEJ'TNAMEA[ANO a'&6' POP-UP LAWN SHRUB HEADS QUICK 'COUPLER/HOSE B1BB REMOTE CONTROL VALVE •;jJ;► •. y A COM ML'TOA S14Au Sl1AlVJITR Al PLANTS FOR A►1P1100 GF 011E(1)Y[AJl ACCEPiABII CONDi110N AS MPtKAiED BY THE OWNER S AllTIIrAMZ10 M►RESEIITATJVE.' . 41. SL 00FAIN VAL •:• �•:�'4 r A. UPCN TH[^O►I•:FT10N OF AL11'l/J!TlIO WOIII(AAD e-fd1[►NAL ACCETTAN4C[ THE COJ WI011 SHAM WALL.MANUAL AUTOMA&M DRAN VALVES AS AIC JWO.FOR TOTAL '1� i ' • COWNACTOA YIALL REmoyl ALL WTEAW_KUPUEM,NO DEOPA NAXTNo FROM 14� BPPIe1NLER srSTEll OMJ/+AGE. .) �'•1' i�,•t' 'NCJNI_ ALl PAVID AALAA MIALL ek NvOOM C.EANkA ND I"t Bp E LEFT N A NEAT ND ` ACCEJ'TMWI CkWF Xl"AS APMVCNW NY THI OWNER7 N111 I(IFD A[l'AEStNTATN[. GGMRACTOR WDLL MAMAM FOA M CALD?OAJI]AW AFTER►K+L_ '; . .,•• + '' YANTAIt 1 R!h,S►Eale@ AND O7iK71 PLANETS IV F RU/R't0,CULMATM AFD WEIDNo AS F£,nSxxS 1'• IIEa)wED Fi,A IIEAIT►i,i QROwCTH. MEBYDAI KW topO SAUCEJIS,7►]MN A►A REPAIR III AND ••1 1 �' / EE? OVY 00TUM I I ArD R!LET l RE E I AND Of HUS3 T O F PICIF G RADE S E Vt RT[GAL/ P TREES AND ION A• I I RLCJU/\tD. RE 11 URE OR RETLJCI DJWAOW W ►rNOS. IpMV AS MbOlJM1tD TO K M i•� • W t1t1S F REI N OF SbCTS 00 DWIAM `` ('� e_-)0 j ^` ' ,;T •' 1' 1lANIADI U►tMA BYwATE1W0.KRTI Q@IO,wTCLANA,YOWIN14 TRS/YNO,AND MEM C)A `IT I �• •A L�G `�O Y, r No A41 REt7u wED 1 O 1 S/AR IBA A UPt RA 1 K"LUGH N 11C 11 NO.RE OA/A NPA AFD AE)LAN • .. ►. S..ao1N,AUEPABLI LAWN PRE I OF ERODED 011 ALAE AREAS. ''.` � COST ptA WIM ARtll NiTVL gD.AY MASITQWlCI K/11C10. Of 10 IfnT W1 Pet HOOK,4 �u PC 6 est o�4 ' ---TTG WATER /AE TE P- - O - O C7 O T"� VA L\,l F iT' O./A.4-ti4JI•" !1` 1,•It I CU. F1 . \ iMSTALL, WITH ADEQUATE C1_1-:/s% A yam. /• tis, . . . ' C"--t �'.,�:.,�l �- L �I-1 C !^. A IJ f] r' /�S � .• , C� E S 5 113 I L 1 I I l �� .� � A ;'' •. C-17 �. -ru.�T'11,-1 6:4 �+ W m- /N Al 11,4T i= h-1 A. til G - y Ii •� r -,•� �-+ /� �j _ _ 1 • _ rites. _ IP13 1� ----}-'/,�` / 1 ice• 1 [ `�To P /' \ F 1�--- I.t- ►+.. iV e . 1.1*+l✓V 1 7 A '�• -- - -- .°'_' -1 '. •_. lJ I- � G� t l��• . _ J _ lip F. L3 ,�,'. / .•: •j + t BUP 9, 0?76 1.3199 1_r� / C [' �1 `,� -� F I� �''-+ 1 ?'-� F ACILIP %.kL*k-� r'L ` \ ,, .• . , ,,a�� 4© - CONTROLLER WL Of E , X194 ml c MED 1 � � I1 ' I l � lll III � III I I � Illil I � III 1 l � lll I IIi II I � I � lll � l I hill II ! I { Ilil 1 1ZBFR- GI.ABS 4MADE IN CHINA IN 1 1 ABBREVIATIONS LEGAL TABLE SHEET INDE AC.1. ACOUSTICAL IILL I S. FLUOR SINK HI'G. 11041NG L.LL;AL JURISULNUN_ SITE ADJ. ADJUSTIBIE FT FOOT RM. ROOM HOLDING CODE: A.F.F. ABO%I: FINISH FLOOR FTC, FOOTING R.O. ROUGH OPENING OUILDING AREA: SER AIR COND AIR CONDITIONING FDN. FOUNDATION RUB, RUBBER SEATING: SURVEY SORVE f At UM. At UMINUM GA. GAUGE R B. RUBBER BASE I IRE ZONE: A-1 A SI If Pl AN APPRO'k APPROXIMATE CC GENERAL CONTRACTOR R.I. RUBBER TILE PLANNING ZONE: -- A-1B� uTIUTY AND GRAUw PLAIT - --"��"_ .____.- � .•: 1, l4J BE AM Tali GFNFRAI S.F. SATIN fA-T C SITE DETAIL 5Hf c'►NAMEI OCCUPANCY: HL K. BLOCK G.I. GALVANIZED IRON SCHED. SCHEDULE TYPE CONSTRUCTION: [iLK'G BLOCKING GL. GI ASS; GLAZING; GLAZFD SEC]. SECTION REQUIRED PARKING: HOT. BOTTOM OR GRADE S.C.F. SEMI-GLOSS ENAMEL PROVIDED PARKING: h[DG BUILDING GYP GYPSUM BOARD SHrG SHEATHING L-1 ' REGIONAL. LANDSCAPE PLAN CAB. CABINET H.D. HUB DRAIN SHT. SHEET --_ L-2 - PLANTING OfTMLS AND `,PEC; CI G CEILING Hl. HEIGHT SIM. SIMULAR L-3 LANUSCAPE PLA11 CL M. CEMENT HORIZ. HORIZONTAL SK. SINK SOILS REPORT I-, IF<<,�I.F)#4 P1 ,., G CENTERLINE INS. INSULATE; INSULATION S.D. SOAP DISPENSER ARCHITECTURAL C I. CERAMIC TILE INT. INTERIOR SOI. SOLID CI R. CLEAR JN T. JOINT SPECS. SPECIFICATIONS � — _ A-2 IrAUNUATIG4 PLA14 / (it rAll COL. COLUMN JSF JOIST ST.STL. STAINLESS STEEL A-3 FLOOR PLAN / SCHEDULES - —� 6-4-93 CONC. CONCRE FIT IAM I AMINATE; LAMINATED STD. STANDARD REPORT NO: DATE.: A-4 REFLECTED CEILING PLAN / DETAILS 6-4-93 C.B. CONCRETE BLOCK LTG. LIGHTING STL. STEEL A-5 FRAMING PLAN 6-4-93 CONST. CONSTRUCTION MFR MANUFACTURER STOR, STORAGE SURVEYOR A-6 ROOF PLAN �— _ 6-4-93 -- rDCONT. CONTINUOUS MATT. MATERIAL ST. STREET; STRAIN A-7 ELEVATIONS 6-4-93 C.J. CONTRACTION OR CONTROL- JOINT MAX. MAXIMUM STRUCT. -TF'ICTURAL A-B SECTIONS - 1/4' = 1'-0' 6-4-93 CON TR. CONTRACTOR MFCH, MECHANICAL SUSP. SUSPENDED _ A-9 SECTIONS 6-4-93 CORR. CORRIDOR MEMB. MEMBRANE SW. SATur, A-10 SECTIONS 6-4-93 l , CTRD. CENTERED MET. METAL SYS. SYSTEM A-11 INTERIOR ELEVATIONS 6-4-93 pp DET OF TAIL NL. METAL LATH TEL. TEL FPHONE A-12 DETAILS 6-4-93 DIA. DIAMETER MIN. MINIMUM THERMO. THERMOSTAT A-13 DETAILS 6-4-93 DIM. DIMENSION MISC. MISCELLANEOUS THK. THICK _ • DR. DOOR MLOC. MOULDING THRU. THROUGH UTILITY CONTACTS DBL DOUBLE NT.C. NOT IN CONIRACT TOIL. TOILET DN. DOWN N1.S NOT TO SCALE T.P.H. TOILET PARER HOLDER SEWkR: MECHANICAL DWG;. DRAWING NO. NUMBER T.C. TOP OF CURB FA EACH OFF. OFFICE T P. TOP OF PAVING M-1 MECHANICAL SCHtUULt. c-4-93 FLET' ItFCTRICAL UC ON CFNTFR T.R. TOP OF ROOF M-2 MECHANICAL PIAN / DETAILS 6-4-93 E.P. ELECTRICAL PANEL OPN'G. OPENING T.S. TOP OF SLAB WATER: M-3 MECHANICAL ROOF / OFTAILS 6-4-93 EL ELEVATION (GRADE) OPP. OPPOSITE T.W. TOP OF WAI L M-4 HVAC DUCTWORK / DETAILS 6-4-93 ELF V. ELEVATION (BLDG); ELEVATOR U.A. OVERALL T.S.B. TOP SET BASF M-5 HVAC DUCTWORK / DETAILS 6--4-9? ENOL. ENCLOSURE O.H. OARt1EAD T, TREAD ----- -- ELECTRICAL E0. EQUAL P.C. PAINT GRADETYP. TYPICAL GAS, EQUIP. EQUIPMENT PR. PAIR UNFIN. UNFINISHED - _ - L--1 ELECTRICAL FLOUn PLA'4 6-4--jS QEm. EXHAUST PART. PART.ION VENT. VENTILATE; VENTILATION __- E:-2 ELECTRICAL REFLECTED CEILING 6-4-93 ' EXIST. EXISTING PERF. PERFORATION VEST VLSTIBUI F -_-_ E-3 ELECTRICAL ROOF 6-4-93 --J E.J. FWPANSION JOINT PI AS. PLASTER V. VINYL ELECTRIC: E-4 ENERGY MGMT. SYSTEM PLAN & DETAILS 6-4-93 EXP. EXPOSED; EXPANSION PLYWD, PLYWOOD VAT. VINYL ASBESTOS TP.E ^T— _W-� E-5 ENERGY MGMT. SYSTEM PLAN 4 DETAILS 6-4-93 [D EXT. EXTERIOR PROP. PROPERTY VT. VINYL TILE _ EXHAUST HOOD FIN. FINISH P.L. PROPERTY UNE VWC. VINYL WALT_ COVERING 0 QF.F. FINISH FLOOR P.VC. POLY VINYL CHLORIDE W.T. WASHABLE LAY-IN TILE TELEPHONE: " I (1000 I L'''_, 6-4-9; F.E. FIRE EXTINGUISHER R RISER WC WATERCLOSET I d_ L=lL_tl F.E.C. FIRE EXIINCUISFIER CABINET REFR. REFRIGERATOR WP WATERPROOF _ -- - I LUMLJI� �1G 7 F.H.C. FIRE HOSE CABINET RE INF. REINFORCING W. WIDE; WIDTH — Do F.P. FIR( PROOF REO'D. REQUIRED W/ ATH RODS: PLUMBING PLAN - WASTE / SCHEDULE 6-4-93 FLASH EI ASHING RFT RETURN W/0 WITHOL11 P-2 PLUMBING PLAN - WATFR ! DETAILSE-4-93 F.R. FLOOR R.A. RcTURN Alk WD. W(,)()[) P-3 PLUMBING ISOMETRICS 5-4-93 FD. FLOOR DRAIN R.D. ROOF DRAIN I [D SYMBOLS VICINITY MAP EQUIPMENT EQ-i EQUIPMENT PLAN 6--s 9' D �7 ROOM NAME -- ELEV. LETTER 1 - ELEV. SHEET ROOM NUMBER SEATING i DECOR 4 .2—INT. ELEV. SHEET DOOR SYMHOI. \ n r O IU-1 SLATING PLAN / UtW��) o-�-y• r INT. ELEV. WALL KEY ID-2 COLOR / MATERIAL SPECS 6-4-93 D - WINDOW SYMBOL L� CEILING HEIGHT -BLDG. SECTION LETTER SHEAR WALL TYPE OPTIONS C - - SECTION SHEET UZA do 8 EXTERIOR FRUNI VtSIkULL b-4-13 �J 1 O3A k B EXTERIOR SIDE VESTIBULE 6-4-93 1 DETAIL LETTER 04 REAR ARCH 6-4-93 DIRECTION OF DETAIL _ DEA'FIL SHEET -- 05 PRE-FABRICATED ARC 4. NOTES do DETAllS 6-4-93 DST MEMBER APPROVALS (M70H) CJ UENARTMENI - CONTACT PERSON SIGNATURE -DATE - REVISION BLOCK 11 J -- ----. --- - - __ ---- -, RP & � BILI. SILWART -----� - --- - --- ASSETS PROTECTION EMILE MONDA NO. DISCMP110N n I ANPROAD Q & T JANE GANNAWAY - MARKETING AMY PARKER Q AM NM4E k NUMBtH + OPERATION SERVICES RICK COLLAMER _ 6-4-93 PFS BRIAN i ARSON POS _ CHRISTINE PISHOS - -� - --- ___ PURCHASING JOHN EGFR M70H PACIFIC HWY., 13299 QUALITY ASSURANCE GARY [)UB01; COVER - - f - _- T____� __ _._ __ -- BLIP 93-0278 n FRAME SHEET-- _—-- - - - --- �1 OF 49 -- - Ef,U5194 MIcMED IIIIIIII VIII I illll � l IIIIIII IIID I VIII I VIIIil fl�l llli I IIIIII; I ' IIII ) IIIII � T7BFR- C.ABS 4MADE IN CHINA IN I i .� •*LL CLUE. BL Np, ' I' 8 - _ .-ANCHOR HOL h I'k K SHE AR WAl 1. SCHE DUI 1 , tAHEU t" INTO FIG.^ MILAN(,. 4' CONCRETE StAH W/ ��''"�'-"-' I - H A:ik PI A I t VAS - cmi" #10/I(1 WWM.- �'� tDkA hAAw�; - -AA4 Vii- �� AN: +ON U01 I ti - 3 8 PRESSURE TREATED 0 0' OC �• o- v� 1/7' NA + 32* 0C I 3/16 4" 006( f' UFItN OVER I " ( SILI PLATE (fYP) .•x IlU • 4' O� ,� 1 1/2' QA. 0 24' OC -� -� _ i:RANUI AR Ills PROVIDE FIBERGLASS - FILLER UNDER 2X6 __ - --- T-- PLATE AS LEVELER COX Dy. STh,� Pi_40w U�t. �` s � (TYP. SILL SEAL) %'vNOR BOLTS 0 6' OC (U.N.o.) � o l A v ��\'�.--�� CONCRETE WALK v . SHOWN DOTTED •I •I ---- ''..�� ti �� (OPTIONAL) " CONSTRUCnON JOINT --` ---- r ,ten ' ° + r•. EXTEND ANCHOR BOt I �• T;7 _ ^J ` 6' BELOW JOINT ry 1 •• �, V - . R'q "i.�T� s 1-#4 CONT. __ _. _�; :,, z *. • s TOP & BOTTOM r,[ STRUC'1.1RAL DESIGN AS SHOWN 'S BASED ,, ) '��< -IF CONSTRUCTION 3' PSJfr THE Df9U CRITERIA AND S►IALL NO1 -_i _ ' • • 1 JOINTS ARE USLU, _ 14'-11" 4' 4" XAD LOAD: 1 p.. BE REMSEC WT)IOUI PRIOR VOTTLIN iv S „ I PROVIDE #3 18'X ;OhSENT fROW THE LICENSED PROf-ESSIONAL I � 18' DOWELS 24" 4 STEEL COLUMN • R11 'TNG 1HI SE DRAWINGS SUBJECT TO l (I" m O.C. (TYP) 23 wo A,^ w ya: I •'ENA n •u AW 4' 4' - (4) 1"0 HOLES FOR i a A-3 E •.hk •` -+►ice- - 3/40 ANCHOR BOLTS is _�_� I - 2" RIGID INSULATION , - Nz p~ A_ T � 1 1/?'-1' 0' f fl�'01 1"=1'-U' AL2 AL2 -' (?)17(6 LIQ. HT. S11J05 W/ E'EN--ERAL'- E -- - - (?)2X6 FIR] IIT. STUDS (2)2 PER (G/AL2) '- ' I- PLATE E I c0 0 TI N ( A W/ HD2A hFI( (G/A2) I ' :ONRACTQR S?1A1.1 TREAT SOI. UNJER SLAA W11•I PROPER / T-1 1 IFUTE PROTECnOh, SEE SPEC"FLATONS SECTION 02281 7 o0 WOOD POST PER PLAN ---- -- -- --- - ld - S.S.ALL 1)1�ER {w)Op) IN CONTAC! gITN CL>s.CRETk SHALL Bf.PRESSURE --- T.S. COLUMN REINF. (PER C/A2) - - - - - -_ - - - - - - - � - - - - - - - - - - - - - - - - TRF A?>:p. �_----- A35 EA, SIDE SEE PLAN FOR SIZE CONT. EACH SIDE - - - - - --- __- ' SEE SITE PLAN FOR LOCATICIN OF WALKS, CURES. HANDICAPPED ''- ��--- A35F EA. SIDE I OF COLUMN - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - RAW$ AND ALL OTG 41SCELLANEOUS SITE WORK. I I (2)-#4 DOWELS I I I I . „ " 3' 4" CONCRETE SLAB I r I F00TW- SHALL BEAR ON UNDISTt1RBED SOIL OF MINIMUM + r ' � .• 11 W. + 16 I 6 TYP I A I I o I I SILL XPLATE. T.D.F. '500 P.S.F. BEARING CAPACITY �' :. ' • / J ,; `J I I I AL2 I I • • �, •°• I I I SEE SHEAR WALL SCHEDULE S FOOTINGS ARE SHOWN AS BEAR NO O' BELOW CRAPE a , �' V:,/ i ( I ' • a' •, :�' I I I I THIS SHEET FOR ANCHOR Vf fy SCILS STRENCTH, FROST PROTECTION AND OTHER p d d: A r 1-#4 BAR a ----- �- -- 1 ---- Iii~-- • ---�- I i A,0" Oft` - i I BOLT SPACING (TYPICAL) .00A±. CODE REQUIREMENTS PR.,' TO POURING CONCRETE. 'p �• W� '• I• I • •,- I CONTINOUS -�--- I• I I ��--- F.D. I I ' a TOP & BOTTOM • • i 4' i I I I 4i ••' 4 I I o I I 1 E COwPAV)ON TEST REQUIRED By SOILS REPORT & TACO BELL �, I REOUREMENTS SHALL BE TSE RESPONSIBILITY OF THE GENERAL J i t) 1 - : I i I I i .; •. °� wN 2 ( I F.S. I WW V: VERT. REINF, (3)#4 •I I f FIRST #3 TIE --- - -I - -I - 004TRACTOR SUPPLY BUIL NG DEPARTMENT WITH TEST RESULTS. . F.' • • I I ') I I• I -8 0'I 4'-9' 6'-1' 2'-2' 4'-0' +H.D. \A-8 Is .� ' • BARS B' LEG X 3U . I !I • I. • (TYP. EA. SIDE) t3'- - I WC�OO POSTS SHALL SEAR ON 2 X SILL PLATE & BE CONNECTED WITH . o 4 0 B" 0.C. •ciff � • I �' I N ¢P o .. �— -/_ -1- ----- -- -1- - I N I I _MPSOlN 435 (2) SIDES & A3u (2) SIDES. o ;Is a p :•, , -(3)#4 BARS ,---: - • . • • •o EACH WAY MAIN- r� _ -. - --- I F,S F.S. -H.D. - - ? RE NFORCING STEEL TO BE INTERMEDIATE GRADE DEFORMED BARS PER s' 'd .0 ./ • .e ' Q. .1 .`: THIN 3' CLR. FROM ii • t •'�I 2'-0' I I NOTE: ' }� 8'-0' AS'U A615:(GRADE 60) FOR t5 & LARGER, (GRADE 40) FOR #4 & SMALLER •�= -=••'- -'•�-•! •i ALL FTG. EDGES) ~ I II I • •+ - -I- • +.• L� ' GRADE BEAM SEE " FLOOR TO BE PITCHED v, 2'-0' 'o d -r..l- Q 1�1 •p • ( 2'-6 SQ. PAD I 0 it :. I o , 4. • I DETAIL C/AL2) I I 1/2" FOR 4'-0' DIAMETER 0 9 :.ONCRETE IS DESIGNED FOR rc=2000 P.S.I. MINIMUM � � I Q CTR'D UNDER POST I I � AT FLOOR DRAINS 4' .---------- --' COMPRESSIVE STRENGTH, POURED CONCRETE SHALL! BE EQUAL 1'-0' a +' •• a 1 1/20 DRYPACK SEE DETAIL F/AL2 I I F.D. a I TO I'c=2500 P.S.+. MINIMUM COMPRESSIVE STRENGTH. 6X6 POST " W.C. NO SPECIAL INSPECTION REQUIRED, SEE PLAN FOR SIZE FOR BASE PLATE r low CENTER ON WOOD POST ABOVE " DETAIL SEE E/A2 _ - - -- r'; N o I 2'-3" SQ. 1 I I z FD206 1"=1'-0' CENTER ON COLUMN 1'=1'-0' 'o „ I . 4•. L .r.5=6.� 91-8. 2'-T 4'-11 1 1 2' 3-0' -7' I Q FOOTING COLUMN FTG. DETAILB I I t- J io �� LIMIT OF 2' X 24' RIGID 2'-6' SQ, PAD 00J POST THKNS. PER PLAN 2X PRIMMER A L 1 0 _ INSULATION UNDER SLAB (TYP.) 0�►�• `r i CTR'D UNDER POST I I A- - - I �` I SEE DETAIL F/A2 3 1/2' MIN. FOR HD9, 12, EXT. OF BUILDING I I �0 D. 6X6 POST z 20A. 5 1/2` MIN. FOR HD15 END POST PER PLAN W/ SHEAR PANEL E.N. FULL HT. I I O „ 0\t` (POST WIDTH 5 1/2' MIN. HOLDOWN PER PLAN SLAB 0 DOOR I I I O FOR HD20A). OPENING W/ o 0 10'-3" 4'-0' 4'-0" 3'-0' , I L �"— P.T.D.F. SIL PL DOWELS PER '� o F.D. PER PLANS DO NOT COUNTERSINK (D/A2) 6" 4" SLAB -I I �-• I °D I I ' < I v UNLESS SPECIFICALLY �� n SHOWN OR NOTED o WC - I A X8 Q -1 J. EDGE OF FOOTING I - - - - 1 I I '' I +H.D• -- 1/2" DIA X 6" A.B. 31_3' 10'-7" I I z r- x -lz A.36 THREADED ROD -'l11 • • + I FOR COUNTER WALL -� A T -- �— — -- -_ W/ DBL. NUTS & WASHER •• ,1 i • I L- PER DETAIL D/Al2 'TOP OF SLAB de - �_____f _T (2) #6 TOP & BOTTOM W/ -) N (TYP. 4 LOCATIONS) I I 0 m USE A307 M,B. W EX 3 CLOSED LOOP TIES I MIN. ( f11 I• I',A.' # I I I0.0 TOP OF FOOTING HEAD DOWN FOR 1 1/40 DIA. I l 0 18 O.C. ;o L- - I NOTE: I D I POUR WHERE OCCURS 10 o I I'd r • 1 , N + C.C. TO PROVIDE H.D. UNLESS AL2 SID. WIDE PLAIN WASHER- I I M I' 41 STEEI. COLUMN BEYOND I I I EXCEPT 0 ' 1/4w DIA. i i �. I F I REQUIRED TO HAVE F.S. PER I I ' i I FOOTING BEYOND - LOCAL CODE. I SIMPSON HOEDOWN ANCHOR SCHEDULE PER DET, B/A-2 AL2 HOLDOWN BOLT DIA. B C ALLOWABLE d• I A . • I . I I I I 4' CONC. SLAB W/6'X6" #10/10 W.W.M. I �� 506 HD2 (OR 2A) 5/B" 1'-0" 4 1/2" 3,975# 5` ' i ON .006' VISOUEEN OVER A MINIMUM OF 4" I I HD5 (OR 5A) 3/4 V-2' 5 1/4" 4,180# 5 I „ I COMPACTED GRANULAR FILL PER SOILS REPORT, HO6 1' 1'-3' 6 1/2" 5,810# 5" M i 3 1 0 3 i 3 6 SO. PAD 2'-0. I SET W.W.M. 1 1/2 FROM TOP OF SLAB " . I4 LE R LEA I CTR'D UNDER POST I I (MINIMUM CLEARANCE TYP,) I I I HD7 (OR 7A) 1 1/8 1-8' 6 1/8" 8,425# 5 I I SEE DETAIL F/A2 I I \ HD9 11/8" 1'-8' 7" 8,425# 5" _ _HD 12 . 1 1/8" 1'-8' 7" 8,425# 5" L------------ ------------"I I ---6X6 POST I I I HD15 1 1/4' 1'-8" 7" 17,500# 20" - '~- LI- - SOLID CONC. PIER HD20A - 1 1/4" 1'-8' 7' 17,500# 20" I I " i I UNDER ARCHES, FULL + — D?11 N.T.' 1'=1'-0' I I LIMIT OF 2 X 24" RIGID I DEPTH OF FOOTING (TYP.) I \ GRADE YY _ l!� INSULATION UNDER SLAB (TYP.) 3'- SQ. PAD A Y8 HOLDOWN DETAIL GRADE BEAM N I I I i CTR'D UNDER POST SEE DETAIL F/A2 0 I I I AL2 1'-0' TYP. 1/2" EXPANSION JOINT I 12"x4'x3/8" T.S. COLUMN I 1 W/PREMOLDED FILLER I I (TYP 0 2 LOCATIONS) II I SEE DETAIL B/A2 & E/A7 I I ! >�I - 03 DOWELS 18"X18" I I 12'-4' 11 4' 12'-4' 12" U.C. Af "- �- I •• � ---- 1100H OPENING I L - ._ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� I 6X6 POST 4 r LL — —. — — — ..� — — — — — I —••i-- — — .— — —I— — — — —f"— "`—'1" i0 I ' CNEpcED 8T 7. I • c0 .r d 11 �• 4 . °��•i "MINIMUM C" 6" E -�� Q1,.• �Q� �. .p', SAND OR PEAGRAVFL ( - -t - - - - - - - - - - -I - - - - - - -- - - - t_---- J - - - - - - - - -� -� I `. • i 4E �` L - J oo --- SOLID CONC. PIER I- - 7 0 H L M % I I w .1' w 8X6 POST �, UNDER ARCHES FULL �.'� �,► P 3 _ 1 •'•.p • f m 1-#4 BAR CONT, ZZ C DEPTH �,F FOOTING (TYP.) " ' 1 _ 2'-6" SQ. PAD A-8 AL2 SIM. 'fi / / 4 Z e TOP AND BOTTOM 2'-F" SQ. PAD ♦' z CTR'D UNDER POST CTR'D UNDER POST • •'♦ N SEE DETAIL F/AL2 SEE DETAIL F/A2 ►. 4 ,.•c . 2'-0' 8'-8' 2'-0' 11'-8' 36 0 PACIFIC HVV'r , 13299 BLIP 93-0276 12 OF 49 FU?04 I C-) 0T- NG FOUNDATION PLAN SC At. 4" = E ' 5 19 4 MIC MED ( IIIIII VIII I VIII I IIIII � I VIII I VIII I illll I VIII I VIII I IIIIIII Illlll IIIIIIII 1 F7BFR- CE.AM 4MADE IN CHINA IN 10 11 1 1 y�4 y ihklhi Ji.' . E Ut.k* I1fit -- _ sl. s fIdcK H1Rt 5- 000 f3U 1 TS LOCKS ('l(t.. I S • ---.__ 'I DOOR FhAMI III nIf I101!) ST(ri, D1 I All Itf MARKu� ,� - - -- I(J------ fi c 0 f F - - At_I Il i I[_ItIOR WALL [11M( t i'_.Ic,!I' . AM ,I hll i 'WAYS 1 1 ? .� a 1 .� .� a LUrx NL)ILSt _--- __-_ -..-- ! TO 11 11 FACE OF ;IUD. -- -- - I AI I I WAS 10 HI I At CON 6 PIN IN II RCIIM(;f ADI I CURL 'SIIPPI 11 1) NOTES: " W,L•t� ►�l >~ FX It_WOR DIMENSIONS ARF SHOWN 10 FAC OF PLYWOO') 'f IIII .sr .v WIII CON',IRIX:RUN CGC All l IfRION IOCXS III Hf I'k INIIIU ORIS WRMANINI C.ORIS 10 IA MYID At 1. PROVIDE 5/8" TYPE- 'X' 'GRfFN HOARD' 4. F'ItOVIUE .1/4" ACX PLYWOOD OVER c u• .14�� al•� � \ 6IN11NIID B � �HFAIHINC. } Al M T LOCATIONS. STUDS PRIOR TO IN)IA[I AHON Of QQOR k HANGLE NOTA; ' IPIRMANINI CORIS TO EU '111'1'11) IO 111E RFSIAURANI UNIRAI MGR a'. ,'t:'.A� C;Y{' BD. [OR ENllltl F ACF 01 -- -- -------- --- -- ----- _..--- -- - J Z'• " v k IC.C. W PROADF III[ PIRMANENI 6 PIN INIERCIIANGIANI[ COM IW ?. All. INTERIOR WAITS WAgCH IIAVf 2i "• WAIT Al `TINGLE ANU IRIF'Lk COM- V14 M f.A., lY TEX At ARM S1,PP11lU BY TACO 81'11. RECESSED OR SIIRFACI MOUNIF U 1 Pkl�'dUf k t' 1N(al `TTR!KE ECCE ON THE f+(J H m c; ° l QUIPMENT 10 HE PROVIDE U MFH PAR IME N F SINK LOCATIONS. < Y 1`11A 043t" cat .� ,`,') 4PANIC HARDWARES AS (OUALS: SIDE OF 1)0f1k 3 TO fHf F/ffi% RE ,I RVA, R ;y,+11 -t v, V' A DOR-0 MA Ill: 990 PANIC HARDWARE WI 111 PR(iPF R BLOCKING OR REINFORCING 2. OPERATING DF ACES ON DOORS, C,4BINE TS, PLUMBIN(, FIOUPF�, A'\ UK �- l ip ' NIGIIIWAECH ASINAGAL, LARRIOR PUIIS. �- AND STORAGE. FACIIIIIFc, SHAI.t HAVE LE JER Git G'Hf_rt [OIC[ M r • 1 a S, ALL INTERIOR GYPSUM BOARD TO k n $ 3 U PANFUNE PANIC DENCE M1111 1910 RfFSF ASIRACAI BE S/8" TYPE '�'. SHAPE PERMITTING IPEkA^oti BY tAIST GR ARU PkESS'�,RF ry,. Y `�((pp•�1� ��yy�� n y �' q �- o "1 �: t- �� N ItRNAIL ASIRAGAI. PANH GUARD l ,L..yx-^»1L.•T. I 1- M Fi 4 4 a N • N '7 ,!) .._--_._ r ,n i n `� a w z C. OOIR-O-MATIC 2090 RIM PANIC IIAROWARE Will J ` c� A n.. rc In 1= i , fill PAW Of UUlx1 PRONIIfU Will KtNUVAHII �., t q1V 1 �, FLIlMt94iT) ! X1'1.:: P� > t In Ut '^ M 1,1, i r O < C� i'N 70 MIA[ION r h� Q a , ~ Q w z ,MOUNT ON T(IIET R(X)M ITC.HEN UDE i. ""►A`'IWIt I 7E z d d . I v,J Z a _ 14'-11' 4'-4' `HALL IN .!>Z{�`, t1LE�` �, 1. I u •v ui a t, tkX11� yMl; IK AL1fP A1AC z ; -L CL 3 0 z O O �� .0 ---- - -- - __- ------- .. -- SEF SPECTHCApCNS FOR Al1ERNAIf MANl1fACR1RERS n 9 _ • i H Cj 7 z p O a cv N N lxx1R WI1H (SCA POO PANIC, IkAAIf, HINGES, KICxPIATF, I 4 '•�'S�o S1fI1 RIALS %t4JL !3 IWA PIT- 0 0� U _i � � O n `\ cx s � s � w � z � � �i 7 � Z Z I VdNUUW, tr IATClI GUARD, IOCKSf I, n. r7 _ 0 1 � N N '; u a a `t ; aC ; cv + " ¢ 1 ir r 4 �i �i w COMPONENTS, Ptl0 RIM PANIC UE VICE OR EOUAI SUPPLIED o >t J _j A m vl ac _ r vi a � ( 1 IRRIGATION TIMER, VERIFY X T-O• A 1 3 ,4: • • • • - - - • - • • BY 1.8 Iib CA yCi+ALHD BY 1 T F THIS�bbR T(f-�C�AIT OAtZR`�E6--- S - ZI LOCATION 1M.TH IRRIGA'OON 0• ` ,._0. `; __ _ PLAN MHENEWR Mf PUBLIC IS PRESENT' ELFC. SERVICE A-8 • • . • • • • • F41 [VERY Epl ODOR SHAI I Bt (HNABLE FROM TEIF INSIDE THOUT THE USE OF A KFY OR SPECIAI KN01MfOGE. THICKENED WALL: OFFICE I CO2 FILL BOX, VERIFY 1 4 -_._ _ • - • - • • • • • v \ 'MEN" SIGN BY T.D./ INST, BY G.C. PROVIDE 2X4 (LAID FLAT) F 7�" 1 / LOCATION WITH CM 7• 3 -� 6'-8• x J,4' - - ----- -- FURRING THIS SIDE ONLY - • • • •� • IA ❑ -WOMEN' SIGN BY T.B./ INST. BY G,C. TO RECESS ELEC. PANELS - 4 109 2 3'-0' t 2'-5' \ 1 3/4' - - -- -------- - *4 - - • BY SEATING VENDOR, SEE DET. H/Al2 - - - -- - • O 3 112- -1 1 _ _ • • • • • • ❑EMPLOYEE ` -0• t MEOW 6'-8' x 1 3/4' - - -- • • • • • • • • _ _--- - --• ❑ - N PANTRY❑ 4 (-I - J U� TNC� OW TYPES 4 - ❑❑ v' O I ' -� ZE DOOR TYPES � „� 9 I o , �; - L,r� 4"� SCC /`T FROM\ABOVI1 CFI!.!rl�� -._ _ TO 60'�Q�F. I- ----- --- 104 II `EE o A I ' ;' SAFETY C_ASS WORK AREA 2 r , -.----_, SIGN !F - - 6'-1-2' S'-11" 2'-9' All - REQUIRE: v - -_______ 3 3 �7�" SOLID /--- ` N 13-10 1/2" 1' 9" 3 1/2" 9'-6' 1'-t 1/t"E 8'-6 1/2' I , RECESSED METAL CABINET CORE _-_- O E•. -7 I - I FOR SENSAMATIC FAUCET TRANSFORMER-SEE DET H 2 ' - COOLER FRZR. (TYPICAL BOTH LAV.) T^ 2'-0" I.-ON 02 A"\ i LA ^H --- - --- Puu � w _ � ..__ _.-- � o �' __ I 105 � � x HANGLE �� % " BY T.B. 3 3 \ ,r oN -- �� 3 tI/ -- N • - 1 I 1•- o 2n BY C.C. 3 BY G.C. 'o WW --- - - N A-8-8 o KICKPLATE NI o v O a n' V �� O 0 0 LL I ON BOTH O - - 2'_0' SLOW WALL W/ ----��-�- o o ,n SIDES, / R=2'-O'- ; O \ ❑ T '� n \ / ❑ SHELF FOF CHOPPER ACCESS LADDER - --� I �4�,'-I ❑ 2'-0• ! UNDERCUT RJR ' _ �`J SEE DET, O/Al2, - - - 1 DOORS PER O _ t 13'-10' "' _ _ NECH SNTg, _ - - �- 1_INE OF HOOD _ . - ,L MEN i I ❑ G.C. 10 INSTALL FIRE PROOFED I- / 1 I 1/4' SAFETY G:. 8 B R.O. d' d' R.0. ----� 4'--0' R.O. "' � 10'-0" R.O. � __T-��- L1TE 8 DUROCK CEMENT BOARD IN THE KITCHEN _ J--- --- 1 \ _ • I 107 SIDE OF THE WALL AND INSTALL 20 GA. \ 1 I KITCHEN -� 4HO32 I �4d i 4 At t 2 - - METAL STUDS 0 16" O.C.. I' ; N _ 3 T L SC.7D CORE - �� I 3 _ _ _ _ � 3 3 EQUAL - -_ - - - SPACES xX _ _ r r M O z KICKPLATE I A-8 'o� I 1 60 �_j m - - ON K!TCHEN O > ❑ I, N - Im I / 4 49 1/2• PROVIDE SHELF AT a WAIL AHOVE o ✓, Ii t 1 I 0 v 4 SERVING 4 2 \ a L MI 5'-0• A.F.F. a SIDE ONLY �, F.' �_. I f -� I x 1 f I 4 EQUAL -} _ ❑ 2'_8' 3'-9Fl 3 Ic - . 7- SPACES e -� lL J WALL BELOW COUNTER I N vn I \ / ❑ co ❑� 0 0 _ iCl O __� - N - } I I I C.r - - - -_ - ❑ N , 16'-d' R.O. { � 12'-6" R.O. / rR 0. '� SEE SHTNAI2 FOR �-❑ ❑❑ ❑ O "i 4- !" 8'-9 1/2 12'--9 1/2" COUNTER DETAILS '_5 1/1' GLASS SCHEDULE 3 i/2' ❑_ - _ \ _ - C RRID R 4 Att i LL 3,-C, o CUSTOMER N� _ 0 - ---� NA� IONAL ACCOUNT 6" PVC CHASE 3"0 PVC CHASE 1 "' o 1" INSULATED GLASS `� 3 1/2' 6'-8 1/?" 4'-7 3/4' O o �, THRU WALL, FROM ABOVE CEILING TO Fj�1- - 14" FROM EXTERIOR 38" A,F.F.- lWALLS OF RESTROOMSSTOR FRONTINSKICKPLATE I 2 i" INSULATED TEMPEREDVISTA WALL WALL AND 10" LOCATE 4'-7" FROM WOMEN o .J fi g Oh DINING GLASS - - A.F.F. EXTERIOR WALL -❑ SIDE ONLY CONTACT: JIM B1RRD Q 8QQ_F369 4587 SEE E 1 6 O 1/4* SAFETY GLAS; - 108 C SUPPLIED W/ O O G.C. SCOPE: SUPPLY GLASS AND INSTALL 4 All 2 PANIC HARDWARE �� _ COMPLETE PACKAGE. ALL COORDINATION BY G.C. 3 I �+ -9• a a.__ETw ROOM FINISH SCHEDi.,IE 2'= ❑ ; Rr' FLOORS BASES WALLS CLG'S CLG. DOORS FRAMES TRIMS CONTACT: REMARKS _ DINING_ I I ,O. a HGT. N Y Di'411iC AREA 1 7 10 12 14 18 19 B,-6• ZU 23 -- - - - fY YY 101 � CUSTOMER AREA 1 7 10 12 14 A--B 4EAl �17 19 9'-6" 20 23J 102 SERVING AREA 2 5 11 12 13 17 19 9 6 21A 24A 28 -- -_- ---- D 3 -�---- t �� 0 103 KITCHEN AREA 2 5 11 12 13 4A 17 21 - J 7 - --- � -- - - 9' 4' --- 21 A 2 4 A- - -- --- I ' 104 WORK AREA 2 5 13 17 8'-4` 28 ---- - - -- -- --- - REFER TO SITE. PLAN N I i I )S CCO-ER 2 5 COOLER IS A PACKAGE UNIT FOR DOOR SWING +Q(� PANTRY AREA 2 S _-- 13 17 8'-4" 21A 24A ?17 MEWS TOI,F T 1 7 11 18 8'-0" 21A 24A - ---- __-- -_._..._-..---.-_-_ - P 00JEN'S TOILET - - --- --- - -- 12' 4' --- -- -- - 11'--4' 12'-4' 1 I 7 11 18 8'-0" 21 A 24A �[+ `•+"}----tl-- -.- _ - - -- --- --- -- -- 1' 9 .I 8'-8' R.O. 2' H' 8'-8' R.O. 2'-8' 8'-8' R 0 -9 3// �, ;y OFFICE 2 5 13 17 8'-," - 4A 21 28 INC / _-- fMPtU+EE 2 5 13 17 f H'-4" ?1 A --- -- -- 12' >t 4' K 3/8' - 4A 27 28 CC+RRJOCIR 1 6 7 10 12 t4 19 - M -- - -- -- � -_...._._- __--- I �.s. cOLUKtN (TYP ?) I 8 6 21A 24A I - -- --_----- -�-- r.. - - I - I I ---t -- o, +1 Ct•F�r, aY ,� - NIST-� SCHC_ [� ULE NOTES T ❑ M 7 C -I _DORS_ WALLS: DOORS:_ NOTES. TL-1 SEE 1147RICIR DESUIl SHT ID-2. 10. GYPSUM BOARD PAINTED. SEE ID-2. 20. ALUMINUM _ 2' 0' Z? 2.TL-2 QIJARRY TILE 11. 1L-3 CERAMIC TILE 21. WL-3 SEE INTERIOR DESIGN SHT. MD 2. 1. ALL PAINTED WALLS TO BE MEDIUM ORANGE PEES_ TEXTURED. q� 12. SEE INTERIOR DESIGN SHT. ID-2 21 A.WOOD/METAL-PAINTED 13. FIBERGLASS REINFORCED PANEL 11' H' 12'-8* OASES. �' - )4. WL-1 SEE INTERIOR IASIGN 5H1. ID-2. 5 TL-2 QUARRY T!J-�Ovf 6'HIGH 14A.STAINLESS W/DURROCK FRAMES: ILJMIi4UM 23. ALUMINUM 36, o" 5 - 4- 0 CEILINGS: 24. WL-3 SEE INTERIOR DF SIGN SHT. ID-2. ----- - -1 SEE INTERIOR :,E.1!X4 SHT. 1D-2 -- - 24A.W000/METAL-PAIN IED 17. SUSPENDED CEILING TILE VINYL FACED ) 18. GYPSUM BOARD PAINTED TRIM & SHELVING: --� 19. SUSPENDED ACOUSTICAL TILE. -- PACIFIC HVVY 1329'P 27. SHELVING PAINTED &UP 93.0276 28. PLASTIC LAMINATE � !� FLOOR PLAN 130F4� tf f! i�lq.� .ME �ItC � D I � IIIII IIIII �; IIII [ 1111111 IIII I IIII [ VIII I VIII I illll 11111111 I VIII Illlllt IfTB[x- 2 (,, A83 4MADE IN CHINA IN 1 1 .' 1 (;A I,' kill TUU` 1J 11,' U C ( ()IIIj1 l 111) 10 11w( IWO AIWA --+II TUFF MI'MHRANE (�r� ---FIOT--AIRWCID J CEILING FINISH NOTES: CEILING AT J 20 GA. 6' M TI- S TUDS - �-til-TUFF ALL-PURPOSE SERVING HNI a 16" o.c. SUSPENDED CEILING TILE U.S. GYPSUM SEAT ANT Ell VINYL FACT-D, STIPPLE SHELL FIRE CODE 1 ; 24' X 24" X 1/2" SQUARE. EDGE. } -- FUIURE FLAG POLE i J BRACKETS W/ 3/8" q 6� _ - L - - -- !1l U { 9-6" DIA X 1 1/2" LAG All AF.F. 2 GYPSUM BOARD: PAINT STANDARD WALL BOLTS. INSTALLED BY COLOR PER SHEET ID2. OTHERS AT LATER DATE 1PAINT ACCENT 5/8" F.C. COLOR PER SHT, I ? CONTINUOUS PRESSURE TREATED GYP BD.(1YP.) - _--� I• ��_,,.._ A.F.F.0' �j SUSPENDED CcIUNG TILE: U.S. GYPSUM 2X6 SET 1N HI-TUFF ALL-PURPOSE 1 20 GA. 6"- 24"x24", 3/4". TEGULAR SEALANT W/ 3/8 DIA. X 3 1/2" MTL STUDS \ PAINT ACCENT COLOR. GI.ACIER ACOUSTONE SO CUT -- LAG BOLTS do NEOPRENE WASHER I /. COLOR M-6 PER SHT. ID2 LAY 'N PANEL-WFIITE. AT EACH TRUSS (1YP) - 8'-6• 111IIInIIllIA i E FRAMED SOFFIT w1Tli SOFFIT AI,F. PAINT STANDARD LIGHTS AND VENTS \ I-TUFF BONDING ADHESIVE �► �� [:4 METAL SUSPENSION SYSTEM : CHICAGO METALLIC \ LAY-IN CIG. 9 2 >WALL COLOR PER SHT. ID2 (1YP.) STANDARD x(830-41 ALUMINUM GRID WITH WHIIE CAP /Z ALTERNATE: FIRE RATED- #1860-41 GRID W1111Mil TI CAP. A 'fj ` ► 1,'_>"-1' 0' AD136 NOT TO SCALE FLAG M O U N TI N �� (SINGLE PLY ROOF) D C E!CEILING, N �; S E C TI O N A -� _ Elm ME 0 Mw BOLT TRIPOD LEGS TO BLK'G W/(2)1/4"x2" M.B. I.1 ( L = -7 C = J 2x6 BLOCKING I (- �'� +8-•4 +8' 4" ROOF DECK 6" PVC PIPE 4'-0" LONG —I _ — W I l� J I I LIGHTS II+ --- - — -------------- --- W/CLEANOUT ON EACH END, — — _ — I I I I © Nd C. ---- MOUNT ON WALL ABOVE CEILING I RY ST FOR AS-BUILT DRAWINGS +8'-0* w'�1NYLOK SNTG�LEPLY ROOFING h I 2x8 FASCIA J RILL HOLE FLANGE SCREWED - — ROOF UNE ------- - - -- ---- 0 CENTER /TO 2x6 WITH OF DOUBLE (4)1/4" SCREWS CRICKET 2x6 ---- - FUTURE LOCATION FOR / OPTIONAL EXHAUST 8- Low ` T �J OPENING REGISTER - - k ROOF -- -- - HATCH (2)2x6 W/ ��-SIMPSON .._ _, �_ l 2Eo HANGERS - ` `` SDMOUNTING HOOD LIGHTS SCREW TO 2x6 / �ESCU ESCUTCHEON / k! _-- t(� r� 1-- N.LC. z B A C K O F� ARCH . REGLET E w/(4,,/4" SCREWS _____--3/4" PIPE 11 1X1 STEEL ANf.LES COUPLING4( Xk (3 REC'U) POSITION A_8 I� _ � MENU BD. ® SD 1 1/4- CHROME ff J TO FORM A TRIPOD /� BUNDLED SYRUP LINES PLATED TUBE Al2 BRACE, CLAMP TO FOR DRINK SYSTEM I L VERTICAL LEG OR 3/4" PIPE' INSTALLED DJED BBYTG.C. SHADOW BAND I CEILING SEE e' WD. FASCIA --� 8'-4- ABOVE ' 4-ABOVE SLAB +9'-0' A.F.F.—I-11 -- -- --- _-- -- XX �J 1 1 4" ESCUTCHEON +8'-6" AF,F. 3 4 / I � ARCH A -------- CAULK � !�- - — ° 2 A4 �j FRY ST REGLET - " - CRICKET 3/41,P.S.PIPE BUTTS INTO TRIM GUTTER ABOVE SLAB MONITOR I / dd90ti. ASSEMBI Y ( I — I�9� TBELL BUILETli 111 I RUUI INC - I� _ - II AD223 NOT TO SCALE YY -- - - -- f --� A-Y8 K DETAILPLAN VIEW F MONITOR MOUNTING B ' - C -5- 4' (1" 17 4' 7'-9- I 1.1NE OF AWNING - FOR I LIGHTING SEE: SHEET E.2 -_`� •i — / >' A T STRUCTURE I I I PROTECT SYRUP LINES - I\ I I .'qA*4 BY FRON TRUSS ANGLES \ SPRING CLIP HANGER WIRE - - - -- - >♦ECxED BY - HANGER - ------------ BIAI f1p1U TYPE BUNDLED SYRUP LINES -� GUIDE RING I - ---- ----------- ----rn�-I�I�-pp-I�- - -- -- — I,Ip� I AND FILTERED WATER LINE SPLAY WIRE L___-- ----- -- --IWI�II�W — IlWI111Wll111 ®IIIWIW. —r _ — _. ._,_ — _milli I — —_J SECURED TO SYMBOL LEGEND — — - M 7 0 H STRUCTURE — C R 'TIC COMPRESSION SD SMOKE DETECTOR BRK ELECTRONICS MOOEI I STRUT O 86RAC OR EQUAL AC OPERATED W/ RAT1ERY BACKUP �_Z ASB NLAor:- r BOTTOM CHORD "-\12'-O* O.C. SOFFIT LIGHTING %�/ OF ROOF TRUSS o o FRAMED SOFFIT ONLY OPTIONAL INSTALLATION: --� -�� E.W. EI 144 SF OF CEILING 1" WIDE GALVANIZED STRAPS 0 // ° o ti AREA LOUVERED SOFFIT VENT (8"06') •'R0TC1Wt EA. TRUSS.(MIN. 6'-0") �/ ° W/ INSECT SCREEN (PAINT TO MATCH MAIN TEF_ STUCCO ® STUCCO LOCATIONS do PAINT - 4 - WRITE � AWNING '.00ATIONS). PA(.If-IG t+V1/Y . 13299 NOTA: SYRUP BUNDLE SUPPLIED / ��---�-- BULB CLIP OUP 93-0278 NOTE: THIS DETAIL IS FOR EXIT LIGHT 14 OF 49 BY T.B. & INSTALL FD BY G.C. No S("A[I AD226 SEISMIC ZONE 3 & 4 ONLY. NO SCALE //� /� (NUP� LINLS IN CEILING G CC� MPRFSSION POST �:; f� FFI_ECTED CEILING PLAN - - - MIC MED I , III ; I VIII I IIIII ' I IIIIIII VIII I VIII I VIII I VIII I IIII { I lllll � l iI11 � l � lill 1 FL*M- (.I ABS 4MADE IN CHINA IN 1611111 I - h ;,)4 BELOW , I ! / r•,:•I ICE Pi.R T- i 'A+3 '"IIS WALL j - , I wa R• -i r, r , , T. ` ,,,,,_._a---�_.. _-__��...... •-_ __.__. __.« _.---'__.AIV 4 ' I i .— ...._ 2Ka I AT Ito 13RA1 ING t- FLA T GN''OP yPF ©.C, ._ i :� 4 \ - ---- — - - — -- -- - h t `1� _• 11� i r IQ.- 2X,t OF BLOCKING -B•� 1''` Nt' I \`k/ I U24- ANGERS IT`P —___.__ ___ _._ , _ . - - i ALL DUCT OPENINGS; < a 22" 3 "M ra `rT `' r �2,.i-_ C� - ! T \ jl 1t NuEs ?Jct 0 i✓ i AC.C•F 95 t�r~raE -. I `� i \� EL BLOCK 12 h _ t aR - Ter_ r(� � � --j o v,al r , ' PRC rICIf 51Ma5ptrPsi low- A C '' P�1`' u fir. r _ Z.- 9__.. 5_1p' 2 -6" -6" -0• 8'-6". — -� 1 YW( 0 6x6 POS' ECS F T CAP ! �." r /� Bi OCKING FOR N CH':. R001i I i �V 1 HE AOFf�- SEE 1 CURBS, SEF DFT C;ab TYF — i� �_ r-- :HL " v. 2'-6* 1 1 - 1 �•,r- ! / l - , 1 r n,i _r: 'RO�UE� "OR MIhCIUM _ al - - - - - - -- V I -- - -- - - j r1 ..... -._�._ _-.-.__-_....__..._____.�._.__..�._.__..__.. ____-_. __�__..__._......_._...._-_— :.—.�._.___T.._._.._._ _ .__.. _... _ �� 1 ON 1 � •,t _� t� �',. ` , 4 AW1NG C ALi.„L A _ � E3,. - .-_-_ TR 55 I � — _.—_---__..._ . ._ .._.- _ ` � W , tr S' *O1` f EC SSAR R AR - r [' - TI ' ', qc ''�,/ •MODIF 1' 'AILS 1' ;;' � v F •6><F POST +V , L / i FRAMING SEE F1A1 ' / '\ 8'-16 ' SATrIIrE DISH _` �► LL_ z _ — _I _ S' GLUE:Au !3ti Esq t_: ° ETis ? z 1 1L 'J"t1 )x4 _A'FPA BRACING LAII -,,A.. _ ' r� 'n - 1( J 11/4--6 CAS i r` _ - - I ,L, ST /F'i _ ' �-----MODIV Sr`�uTA±>_; k5 'N' ?t HC`T'UM 1, H(1P� 1TvF a _.._ _—�_... ! 7 , NECi'SSARY E� ARC14 1 - ,Ai � •- 1 r c. ,�r,,� SEE A 3 L.� _ _ -- h r A r t 1 ,•I" t I n r ♦" I j �—•�Y,F+ .r"? Gt'_ C� I l I I I _ I 4 6 fa A; 5F r 4 7'� �;' '4 a _ - a - . - .4 1 1 ��J T 1 EL EVA ! i ON F DR M � l A? _ I ( F ^'( 1 A! [ I t , 1 � i L`�• q!` P '.c n I {I , x4 IN 2x6 DF #2 61,XKING -5 1 "X1 v ij1V M VV/L.1_ ! ANGERS •R ,2' �� FIC`T. E 8' .E , 2 RP R r DRAINS, SEI _1 2K6 CONT_ TOp PLA7z=-- 2__ .E PER ^ , RF Ll7N' S L1f- L i I :!'I: ATS f1h vh ;� tlP'OL j i / i' � '.\ //� \� I I 7x6 h0 K ;►�!. 'v Di V4 •./d ill 6. (. , • ..... .___J 1. • _rJ r _.1. r l) r4 Nr�, h.i,Ali (� Y'I — -- I ! ! r VAT N T P �- r T "X,�, r E DF1 RUS. StNuIE b0U9lE ! BEARIN(• —_ 6 t8 D F 01 —7 0 L-4 i I UMEr4Tr, A" N,JM'NAI, 11-,ir.K'4ES, tRAMING MEA1FiKP i A � r iJ rFE tR,1SS TRUSS COIN I I I TOP El. 10j 4 i 4" b P4 SOU-.!- RN "h-LOA PIN i < < F.S VI i I a I X12 �y. A LAIN BFR ''R, ,_ ( � •--� ' -� -, - . a_ _SFt. N� f- I ,, �•n i �A �+ h � � r r! .r ,;t,ac.l Nf )GJCd_A:, tIR Nl G" NUM iv AL THIC!(Iv, S•. �AMI'JG MFMHI ' ` N 01N �A A aIN. FI , ,_ 0 0 .I f I 1 I MODIFY TRGS5 ,A S T X �OU'HF.R Yf.'I I�II�r ki t 1- '10 F 1 0 � A j 1 _..�. _. _.. _._ ._ -.__. _._.._ _ _. _ _ ._.. . . . _. ., i ►iC C�SSAR Y JR ARCH 4 , ! ! FRAMIN Si [ W.!I H"_24 O,. 3 ROOF :,OHNE CUR` `71'.nl.: NF SiMFSON .rtY(v ►. ..►�..•e �►,.r _ �. . ... -•.._._.. ._' .. R . Psv TPUSSES TO E1E NAILE( '(1Gi '�Fu 3fi lr 1 i ' ► I W/100 � 17" O.C' t ACI+ Jf ,fes .I� CHORD', API') NEV.. y . •-t V.E DIY'S,CN Sit 01 'N( ,F� 'It,r 1•I q .� si, v v I t)� A!!� �' ?p,•Ic,� �ANI,.I- Gr• �ri l.f� G'fj� ,.1 i'y �Nn Aa. 'u SHOVE '.aACllr+t, D�AGR aN 't,3,;1;6 KI, eta p •/ •nr ," ?t ^+: PACIFIC HWY., 13299 r C ' � ! � � 1A BUP 93-0273. 150F49 E� ' f► 5194 MIC MED ; hili ! 11111 ! 11111 ! hili ! ! 1 ! 111 ! I ! I ! I ! ! III ' � � 'I IFIBER- (AAM 4MADE IN CHINA IN 1 1 10 %A R4I 1Y) w pop-.*Ali ti 4r \ k4a. _ NOTES: TILE ROOFING 1. SEE SHEET P2 FOR ROOF DRAIN DE IAII S. --- - - NECHANICAI FWIPMI NI `• `� 2 ALL SH f NDA MFT I_ TO CONFORM TO S.M.A.C.N A r - -- :'"X 16 GA SM "2" �'t IF, I (FOR SEIIMIC CONNED ILL IN 0 CtiRH) \ 3. SEE SHEET A/ AND SPECIFICATIONS FOR ROOF i v TILE SPFCIFICA IIONS. NAILER STRIP ___ T—� - 2 #1 OX 3/4 TEK SCRI W /f \ SAVE. CLOSHNI DUCT _ -- 1/4"X 1 112- PH LAG SCREW FACTORY ROOF I RIGID INSULATION UG l 'r! CURB SUPPLIED j BY ROOFING CON TR IN. MECH. CON TR. 1) WATMAL - 10 GA CALF. STEEL EXCEPT 04ERE .VOTED INSTALLED BY -- 26 GA. G.I. FLASHING SINGLE PLY ` C OVER / CONT. CANT ROOFING 2) ALL SEAMS WELDED WAVERTIGHT SHIM TO LEVEL - - STRIP BY ROOFING J) TOAD RANGE PER 4+1: CONTRACTOR 5/4" I 0 GRADI - SEE STRUCTURAL PLAN ` I'I rwtlnn FOR FRAMING BUILT UP ROOF - SFE i 5'5 6?5 wl 950 1100 SPECIFICATIONS 71-001 IN, HIGH POINTzz t Ltd NO SCALE AD�,uy A-8 i -1 -U" SINGLE PLY ROOFING t U TI O N T H�U RE RAIL �- 9 5 �� O F HATCH D E T A I E �^ - _ IN GUTTER, SLOPE HIGH PT. HIGH PT. TILE BOTTOM ISOMETRIC TO DRAIN SLOPE TO DRAIN CONT, 2X4 BLKG. _�_----^---- - - �� - ---"-` HIP ROLL DOUBLE ROMAN CONCRETE �`� "RILED" ROOF SCUTTLE ROOF TILE - SEE ISO- 2'-6" X 3'-0" FOR `CEMENT METRICS THIS SHEET LADDER ACCESS TYPE 'S' " . COLOR TO MATCH TILE I STRINGER I I u /CONT. FIBER CANTIfl 3' 0' STRIP 1'2:12 LUPE -- - _- �. ---Tll f ROOFING — ----- — ---- - 3 PLY BUILT-UP WTH � 1�• EXTERICIZ ` _ INFRAL CAP OVER 3/4' Li WATER HEATER • ROOF SAUL'_E PlYWO00 - � CQX PLYWOOD Y FLUE, MIN. 1'-0' -� -2--2X6 W/U26 0 EA. END y 2,-0" ABOVE PARAPET ROOF LIGHTS - 7 MUA-1 ', SEE SHEET E3 ALUMINUM LADDER z W SEE EQUIPMENT S 1 8" POLYURETHANE -- FF-2 W v, (11 0 � ��_ (TYP. 18) 4' F'9ER CANT r� _ _ / 3/4" COX PLYWOOD - —mss- 2' 6' z 200# z SCHEDULE, SHEETy E01 ``�� MOLDED SAFETY CAP SEE ROOF FRAMING �_ -f 120y v ? o z `.` 3/4' COX PLYWOOD SEE 1N TN SIDE RAIL PLAN, SHEET A5 �' Y� U B.'s.T VP ROQFING _ _t J ROOF FRAMING PLAN SHEET AS � ANCHOR AT 4'-0" O.C. Z U k SUSPENDED CEILING At( L Is 1PAINUM SIDE" RAIL — — — — — — — ` — — — - SHEET METAL y WW 3/4` EXT. RADEWW _ _ COUNTERFLASHING ALUMINUM TREAD PLYWOOD SHEATHING A-8 GUTTER DRAIN / — � 3/4' EXTERIOR GRADE AT 12" O.C. ��" OVERFLOW DRAIN � � RD PLYWiOW SHEATH'NC i I = '2 LAYERS OF 30y FELT _�--' ' B ROOF � SEE CM2 �- ROOF DRAIN -- A,6 HATCH (TYP. 6) 2 CON'. 2X4 BLKG. 11 FRP OVER NOTE: FINAL HIP ti GO5/8' AT TOP TO BE E-- 5/8" TYPE 'X' GYP. BO. Q� I \� 2 LAYERS OF � + ON 2X4 STUDS 0 16" O.C. NOTCHED TO FIT , 30y FELT cv 4� AD140H1/2"=1'-0" PARAPET WALL AD210O� Q ROOF SADDLE 1"-1 -0" FIBRATED ALUMINL''� _ �� 32'010 ROOF- CANT �� M E CH . UNIT ROOE CURB - TILE CORNER I S O M E T TOP COATING \ EXTEND WASTE VENT UP RIC \ TO PARAPET HEIGHT XX FROM A/C UNIT INSULATE INSIDE 2'-0• EF-3 --J ----DUCT 2Xd WOOD TkIM z DRAIN PAN -.-----METAL HOOD A-8 � L! 2UIy P TRAP PIPING/HOSES STUCCO ARCH Q ` A G �OR CONDUITS SEE RAIL DET. F/A6 - n W DRAIN LINE SLOPE c A6 A6 a_ AS REQUIRED TO 26 GA. G,I, SHEET 2 LAYERS OF DF T--E/A AND - SEE / � 30y FELT ,� Df,T�E/A6 AND R�OF\ FRAMING MEMBRANE FLASHING \ CONT. WOOD PLYWOOD CRICKET --�� /SHEET A5 FOR LOCATIM GRAIN CONNECTION METAL. HOOD MFIAL FLASHING / 14 GA. 1' GALV. '� � CLOSURE PIECE AILER 0 > STRAPS SCREWED \ _ SLOPE — A X, U TO BLOCK 26 GA. C.I. FLASHING TILE TOP FILLER 4" X 8" LOUVERED 1/4" PER FOOT -I- T O z ROOF VENTS W/SCREEN ` ' 3 OVER 4" CONT. CANT REGLET AT BACK OF GE PLY BUILT-UP HATH (�a. __I1 STRIP BY ROOFING ARCH - SEE DETAIL _ 0 8'-O" O.C. (TYP.) / MINERAL CAP CONTRACTOR 0: TILE ROOFING --� �/' PARAPET WALLS ARE 40'\MGH Q ROOFING g , /�— SEE SPFCIFICATIONS _ 12:12 SLOPE 2 LAYERS BUILT-UP ROOF COVERING MATERIALS �--i" ROOF CRICKET N FELT 1SHALL BEAR UL LAPELS WITH FIRE 1/2' EXT. CR. PLYWD. 4'x4'XE' TREATED OF 30 EXPOSURE CLASS W.- 2:12 SLOPE g- _-- WOOD BLKS. PLACED OVERFLOW DRAIN ?' 6" 1/2' PER F00? SLOPE OPTIONAL:SINGLE PLY ROOF-S SPECS W/SINGLE PLY ROOFING - ,,.�2X6 BLOCKING 's / 0 4'-0'O.C. rk ALL TURNS, ""� � � - �- � 3/4" EXT. GRADE REGLET AT BACK OF E 9. 1HEit euuj l>, / PLYWOOD SHEATHING ROOF GRAIN LOCATE — -- { A6 ARCH - SEE DETAIL A4 JUNCTION IN UNES ;< ,�:;c — OVERFLOW DRAIN WITH - — 'I NOTE TERMINATE AT RELATION TO ROOF 1RUSSES PROVIDE DRAIN NUT ROOF DRAIN y 0 Y'PIrAL) / SLOPE TO ORAIN IN BOTTOM OF P Ln HVAC CONDENSATE LINE TRAP INSULATE ATE SEE DET. H/A6' ^2'3 NOT TO SCALE ME2,�5 i 1/2"=1'-O" r,D21t � (TYP. BOTH HVAC UNITS) J� / YY r -YY ----� — V F A-8 --s--- _ UNDENSATE DRAIN SUPPT PIPE S /HOSES THRU ROOF 1-ILE TOP ISOMETRIC �--� A-e u . �. 324 COX PLYWOOD , 1/2" PLYWOOD SADDLE -- --____ _ _ SEE ROOF FRAMING -r'� lJ CONTINUOUS P.T.D.F. 2x8 FLAG AND POLE SUPPLIED SATELLITE DISH m -- j �� PLAN, SHEET A5 .—.`\, ON 2X CONT. BLOCKING � , SET IN BED OF ROOFING BY TACO BELL, INSTALLED TO BE PROV1Df_D BY T.B. 7 — - I CEMENT rATH 3/8'0 x I I BY OTHERS \� / / 1`-- /Ac INSTALLED BY OTHERS J TOP OF FRAMING 31/2' LAG BOLT & - -- / / I -2 Y 8 w NEOPRENE WASHER AT EA / r CAP EACH END TRU SS 'T�'P � � I / OI PIPE SUPPORT � �20 GA. GA, 1. METAL. ) ROOFING -- - 1 CAP W/SU6 RAML / / I `�� CEMI"N I CLIPS - CON T. ___l-. �_ _ DROVIDE CONTINUOUS BEAD ( I Y / ) SET IN NON HAPDENING _ - OF ROOFING CEMENT OR 1 / / / I SEALA14T _- 2X4 CONT. PLATT �- 5Eai./Wt AT TOP OF � � _ F � � I � / / "� . j T F 2" X HIE` STRINGER, 2x6 (TYP.) I I / L _ 7 / 1" X 1/4" DRAW BAND CDX"PLYWOOD DE - 4" FIBER CAN I 12:12 SLOPE PLYWD. CRICKET USE DET / I / / , ,METAL HOOD 2'-U � �; — . D/A4 / _--- DRAWL BY: FOR SINGLE PLY / 1 G.C. TO SUPPLY �c/ ,/ / CONT, PRESSURE _-- / I :HECxED 8r "'�� _ 2X4 BLOCKING HIGH PT. � � FASTEN FLANGE TREATED 2X8 SET HIGH POINT - -______ RICH POINT ( Jd ROOFS I INSTALL PIPE AND / bETW[_EN TRUSSES l��(_ �u�� `` TO DECK I IN BED OF ROOFING ` ALL 14ECESSARY HARDWARE �_ ___ 1 CEMENT WITH 3/8" 20 GA. GALV. / FLAG POLE BRACKETS n _ ( SUPPLIED BY TACO BELL, X4 DIAG. TO DLA. X 3-1/2" LAG METAL FLASHING _ M / O COt4TINUMS PRESSURE 1 _1- INSTALLATION AND 3/8" ADJ. TRUSSES BOLT k NEOPRENE MORTAR 2 DIA. x 1 1/2" LAG F WASHER AT EACH -PEATED 2x6 SET IN BEO / ,c 1RUSS (TYP.) �' oc BOLTS BY OTHERS (4 '� 2" STEEL PIPE =� - �R R A Ir OF ROOFING CEMENT NTH W i a er a LAG BOLTS PER FLAG REGLET AT BACK OF E 3/8` DIA, x 3 1/2" LAG r . 3 REQUIRED TO BE EXTENDED 3 PLYS IRO�L' A NEOPRENE WASHER + ) 2'-6" ABOVE THE ROOFING PLY /- OFL30yRFELT ZZ ARCH - SEE DETAIL A4 AT :A(;t•I TRUSS (TYP ) I 0 - ROOF SURFACE / A-8 4" X 8" LOUVERED ,3/4" EXT. GRADE _ STEEL PIPE TO BE VENT W/SCREEN PLYWOOD SHEATHING SECURED TO TRUSSES 8'-0* O.C. -� I NOTF: DO NOT NAIL. �W/SIMPSON PGT2 (4) METAL CAP FLASHING PACIFIC HVVY 13299 1/4" LAGS(TOP&B01) TO NAILERS Ary?t? BUP 93-0276 _1A QF AD SCALE: 3/4"= 1' 0" AD208 ti10UN ( IPS L� �[I �'�, f - - 1 ( E _ PARAPET ELAS -i N ( � _� L_ I f � OOF FLAN , ," C MIC MED �� I 1 I I � MADE IN CHINA IN 1 7 1 I v A.C. LIMITS ODtot NJ .................•-•.................... - - I- 3 PLY BUILT-UP = OOHNC _...- - --..........---.. �10 OVER 3/4" CDX PtYWI). - -------- ----------- ! ..........._ ( \�� - l j BUILDING ENVELOPE MANOATORY MEAcjURFcj TOP OF ARCH � C t TOP OF PARAPET INSULATING MATERIAL SHALL BE INSTALLED IN ANY BUILDING ONLY IF THF A6 ! INSULATING MATERIA. HAS BEEN CERTIFIED BI IHE MA14UFACIUkER TO _....... .: CURB AT H.V.A.C. UNIT i COMPLY WITH THE STATE QUALITY '!ANDAROS fOR INSULATING MA1EkIAL. OPTIONAL i L- ------------------- - -I R-3G FOIL FACED _ _ __ _ _ _ I \ _ ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIAT4Gf STH _ R 30 FOIL FACED __ ___-__-. INSULATION 0 CEILING THE FLAME SPREAD RATING AND SMOKE DENSITY RFQUIREMENTS CF PREFAB ARCH / � ' � INSJLATION '"�� _ TYP I (TYP) SECTIONS 1712 A140 1713 OF THE LA IEST UNIFORM BUILDING CODE. I l w I tai r u. . .. ....... i - - ( •�•-•-»• ••--• • •-• i ! APPLICATION OF UREA FORMALDEHYDE FOAM IS PROHIBITED. A FOUR MIL THICKNESS PLASTIC POLYTTHYL.fK`r ,,, �_ --- — --- - - -•-- - -____-- _ -_ _—��- �- VAPOR BARRIER, OR EQUIVALE►II PLASTIC SHEETING VAPOR BARRIER,SHALL BE INSTALLED HE TWE EN THE FOAM INSULATION AND THE INTERIOR SPACE IN ALL APPLICATOII S. WNDOW HDR. R-19 1-011 FACED Irl'UL A ZION 4r WAH; r J i (IYI ) MANUFACTURED DOORS AND W14DOWS SHAD. HAVE AR INFILTRATION RATES CFRTIFIED BY ................ W I = THE MANUFACTURER AS NOT EXCEEDING. i 1h ; •,.�........ .. - RQOF TRUSSES •--•••^•••• " I = WINDOWS NOtIRESIDEf4TIAL DOORS STOREFRONT = SEE FRAMING PLAN ? (cim/ft of (cfm/H Zf GLAZING arable ) ___T-BAR CEILING B 2' z 6' STUDS oP doa aro � A4 Al2 = �- ! rorh CrOCk) i 0 16" O.C. TYN, MENU ND I - - - -- -- _ sliding, so" r�^9 = CONC. SLAB --� t -FIN. FLR. i (singr door) (d"s door) 0.37 0.37 10 j 1 i SITE-CONSTRUCTED DOORS AND WINDOWS, EXTERIOR JOINTS, AND OPENINGS IN THE BUILDING ENVELOPE THAT ARE 08SERVABLE SOURCES OF AIR LEAKAGE SHALL BE CAULKED,GASKETED, WEATHER-STRIPPED OR OTHERWISE SEALED. _ f � L O C I TU D I N A L SECTION ZZ SCALE. 1/4m = ,'-0" ,• �— A C ROOF CRICKET +1T44 1 ?" A9 -� _ _ II `/ � 7-•4 _ - •- 1/2' _ ------- - --ROOF DRAIN do OVERFLOW -- TOP OF PARAPET 1 CANT STRIP t1N TOP OF PARAPET ' 3 PLY BUILT UP ROOFING f I DUCT & ROOF RAIL OVER 3/4' COX PLYWD. SLOPE_ � R--30 FOIL FACED : ' 1,4`=1'--0` i INSULATION 0 CEILING t SLOPE FRAMED ARCH ----�-� 1/4 -1 -0 4 FRAMED ARCH I +10' 4 1/2" - +10'-4 1/2' NN TOP PLATE — -- TOP PLATE rilk 2' X 6' STUDS r-- 0 16' O.C. TYP. WINDOW HDR. �.�' } ROOF TRUSSES +6'-8 1/2' \� GYP. BD. CEILING T-BAR CEILING ?" X 6" STUDS = MENU BD. SEE B/Al2 i � N DRIVE-THRID WINDOW I t4 16' O.C. TYP. � I _ I -_�_ T-BAR CEILING ' -J -- Z ---- —2' X 6' STUDS R-11 INSULATICN %1 �, ® 16" O.C. TYP. -2" X 4" STUDS 0 16' U.C. TYP. -/ �A (INTERIOR WALLS ONLY) N ,1� I INSULATION FOIL FACED LL INSULATION 0 WALLS R-19 FOIL FACED CONC. SLAB — (T�) INSULATION 0 i -STOREFRONT GLA7NG L ~ 1 = WALLS TYP. — CONC. SLAB , > i ; Fir. FLR.FIN. FL R. (� Z W z o I 1 rrolo i i i I ._.....................................--. ...w....................................-.—.•�/ \�Mr...........«..........«................./ TRANSVERSE SECTION WW SCALE: 1/4" - 1'-0" TRANSVERSE SECTION XX Ago !.............»._...........«................. ` - H.V.A.C. UNIT SEE M3 --- -- ___-___-� \; - ----- -------- i +1-''-4 112" - TOP OF PARAPET -�- --••---------- ----- ROOF CRICKET ----�_� --_ l _--1— — - ---- --f—ROOF CRICKET 0 HN.A.C. CURB R-30 FOIL FACED INSULATION +10'-4 I 2' PREFAB - TOP PLATE AWNING -- PREFAB ANWING ; GLULAM BM. ------� ` �---- t GLULAM BM. ; ' 0EC KED er WINDOW WINDOW -� _--'�� j t>IIAKsiK►w: '� )—2" x 6' STUDS M 7 0 H CONC. SLAB -- ` 0 16" O.C. W/ R-19 FOIL FACED FR AN \ INSULATION TYP. --- FIN. FIR. %`y'=� , _ , 6 - 4- 19 ; PACIFIC H/"+ 1:3299 gUF 53-Ot 17 OF 49 l RANSION YY " - SCALE: 1/4" -- 1 —0" Mt MED I � I � I ' I F18ER— GLAM 4MADE IN CHINA IN _ A SIM. A A gy A6 A6 r--- AE 1P_OF PAR APE T t" ♦1.'-4 1;2:-----`- - ____�.. �__-___-.. .___- ___ .__ _-._____ __ __ _-_---_Y__t-. -_ /�_ \\ +17'-4 1�" ITOP OF PARAPET 1'-4' I I I I W I I I 7/8' SITICCO OVER MLTAL LATH I 1+U \ OVER 2 LAYERS 60 MINUTE GRADE D �\ \ /� PAPER OVER 30# FELT \ _ /� �---- 1/2' EAT. CPO, COA PJAG -CALLERS 1;'4' EXT GR. PLYMiU. � - 3/4' PLYWOOD BENT TO RADIUS ON SLOPE -- 2 LAYERS 1/4' FXT. GR, PLYWD, '-V OF AKH FRAMING HENT TO RADIUS14- _ 1/2" EXT. CRD. -� 3/4' EXT, GRADF FILYWVO. 1/2" EXT. GRD, CDX PLYWD. 3/8' EXT, GRJ. CDX PLYWD. CDX PLYWD. - - - CUT TO RADIUS _ ' PLYWOOD ON SLOPE 3.'4' EXT. GRD. PLYWQ. �_ SIGN CAN SEE s. 3/8" EXT. GRD CDX PLYWD Ill f ROOFING -------- - 100 • 6 O.0 C0 TO RADIUS EN FIRE FACE OF ARCH 3/4' PLYWOOD SHEET IyA13 _� ENTIRE FACE OF ARCh ��.` 00ARDON SLOPE FOR HEIGHTS �� ` - STANDARD: I 3/4' PLYWOOD FIELD FRAAIEO ARCH TOWERS L, HELD FRAMED ARCH TOWERS A_TERN ATE: 10d 0 6" O.C. ALTERNATE: \ _ _ PRF-FAB ARCH TOWER 10d 0 6' O.C. PRE-FAB ARCH TOWER STUCCO SCREED - PANELS PER SF1T. 05 PANELS PER SHT. OS J 10d 0 6' O.C. --- L '- 2-2X4 BLOCKING SLPPUED AND INSTALLED BY CC -& COUNTER IOd 0 6" O.C. SUPPUFD AND INSTALLED BY G.C. 1 -2" TOP & BOTTOM FLASHING _ (TYPICAL.) TYPICAL My ST REGLET W/ MNVLOK FLASHING -�� - -'-FRY ST REGLFT W/ VINYL OK FLASHING u__ --- — v RETAINIER 2-2X4 WOOD 2-2X CK CRICKET: -- R[TAINFR CI3 IR-30 [OIL FACED TAPERED 2x - - - -- - -- --- - - - CR10tET SINGLE PLY ROOF1tiC LOCKING _ (TYPICAL) & 3/4' EXT. GR. CVE1t TAPfREO 21 & 3/4' El` ' '2X4 VERT, EACH INSUL. (TYI ) PLYWiO. "' SINGLE PLY ROOFING _ \ ,.�' SINPSON A-3I'LAC 2x4VERTICAL GRD PLY* % -TRUSS TO TOP PLATE SIDF OF TRUSS \ / \ 2X BLOCK] G 1x BLOCIONC & 16' O.C. PER 2X4 VERT. EACH 2X BLOCKING 2X WOOD BLOCKING ® I SIMPSON 35 ACH I EA. SIDE OF TRUSS TRUSS TO 10P PLATE AND 16' O.C. - B LKC. BETWEEN V/A-13 SIDE OF TRUSS EACH SIDE OF 4x 1 I I I PER VIA-13 TiUs 1Ed ® 12" EXT, GRD. CDX & 16" O.C. PER WOOD POSTS-TYPICAL. !SS BRG. HEIGHT �� 6" O.C. TO TOP PLATES PLYWD. W/10d 0 6" V/A-13 10'-4 1J2' -�--` O.C. H.N. & EDGES & - TOP PLATE IOd 0 6" O.C. 10d 0 12" O.C. FIELD 1/2 EXT. GRD CDX - 2-2X6 CONT. _ 1/2 EXT. GR. PLYwD. w/10a TO BLOCKING R-30 fO1L lop PLAIE I IOd 0 6" O.C. I 0 6' O�. BOUNDARY EDGES, lOd ci PLYWD. W/10d 0 6" 2X8 BLKG. BETWEEN - - 3/8° EXT. GRD. CDX PLYWD. SOFFIT VENT TO BLOCKING FACED INSI-ItO.C. B.N. & EDGES & TRUSSES W/16d 0 6" O.C. I I 0 12 O.C. FIELD SIMPSON A35 �— 2-2x6 CONTINUOUS (TYI, ) 10d 0 6" O.C. 10 TOP PLATES --2X6 CRIPPLE STUDS PER PLAN ON TOP PLATES 10d C 12" O.C. FIELD 0 16' O.C. CONT. 2X4 LEDGER W/ SHEET A4. -- 4x6 BEAN �— -2X6 CRIPPLE STUDS10d 0 6" O.C. TO BLOCKING 16d 0 6" O.C. d 16" U.C. R-30 FOIL � - I I R-30 FOIL FACED r r- i FACED INSSIMPSON A-35 EACH TR SS _ 3/4" EXT, GRADE PLYWD. I _ I BATT INSULATION L) POINT OF ARCH TO TOP PLATE (TYP,) _-_ CUT TO RADIUS z 8-6' - , _ - FRAMFO SOFFIT - +8'-4' s i 5 1/8" GLU-LAM 5 1/8" GLU-LAM BM. �- 6x6 BEAM PIR DF1. P/A13 �� CEILING HEIGHT G BM. SEE A5 FOR SEE SHEET A5 SIN. , - _ - - - -� ��2X8 BLKG. BETWEEN TRUSSES 0' STUCCO OVER 3.4 SELF 11 SIZE FOR SIZE P DETAIL W/ 16d 0 6" O.C. TO TOP PLATE �--- rURRING METAL LATH, 2 LAYERS I 112' SUSPENDED VINYL_ CLAD 2x4 BLOCKG. 0 24" O.C. -� 7 8" STUCCO OVER 3.4 SELF A13 SECTION r l C:; MINUTE GRADE D PAPER & I GYPSUM CEILING 0 8'-4" / U 318' EXT. GRD. CDX PLYNID. FLAT CEILING FOR WIDTH FURRING METAL LATH, 2 LAYERS \ 2X6 CONT. PLATE & 2x6 STUDS 0 16' 0 C OF TOWER W/ LOP HANGERS - 60 MINUTE GRADE D PAPER & R-19 FOIL FACED INSULATION EACH END 3/8" EXT. GRD. CDX PLYWD. ( �} O.C. 2X BLOCKING 0 CEILING 9 & 2 X6 STUDS 0 16"T� UNE OF ALL WALLS-TYP TOP OF DRIVE-THRU WINDOW 6x6 HEADER APPLY 30# FELT OVER TOP OF ARCH ALTERNATE 3-2x6 W/ UNDER 2 LAYERS OF GRADE D PAPER 5/8" F.C. GYP, BOARD F[- 5-10 3/4' 2-1/2" PLYWOOD SPACFRS ALUM. P.. . """' UNIT FURNISHED BY TACO BELL & INSTALLED BY C.C. TYP. WALL CONST. (SIN. DET. F/Al2) � L 7/8" STUCCO OVER 3,4 SELF c? M FURRING METAL LATH, 2 LAYERS N i u, 60 MINUTE GRADE D PAPER & 3/8" EXI. GRD. CDX PLYWD. & 2X6 STUDS 0 16" O.C. SEE PLAN AND SHEAR WALL SCHEDULE REW19oNS � .E-7HRU WINDOW Stu ��-0. FOR PLYWOOD NAILING TOP OF FRAMING 2X6 P.T.D.F. SILL EL. 2'-8' PLATE (TYPICAL) - - 1 HR ASSEMBLY -t Ilk 20 GA. GAL V. S.M. TERMITE SHIELD (TYP.) � M R-19 FOIL FACED TO EXTEND FULL WIDTH OF WALL BELOW THE BOTTOM PLATE - - -��`� AND EXTEND UP THE INSIDE AND OUTSIDE OF THE WALL BAIT INSULATION I A MINIMUM 6 - I ERY REGLET END. WEEP SCREED N FWS-875 \, , a CF SL A.3 1 1/4 _ �— ... —_--- ------- -----__-- L FIN. FLR, FIN, Ft R. O 0 0 CFE SITE PLAT{ ^ 0 crq SPEC. ° a Ja ` ARCH FOOTING BEYOND ��-- I \\� SfE SHFFT A-2 FOR � FOUNDATION & SLAB DrTAILS I ARCH F0011NG BEYOND L C►*CRED BY. SEE SHEET A-2 FOR FOUNDATION & SLAB DETAILS Mar' rIFT M70H FR �A ,IL, .�Y+ NLv3ER PACIFIC MJVY 13299 BUP 93-0216 18 OF 49 N,4 !_ `� I I ��I V SCALE: 3/4" = 1'-O" /� I I ` (� I / --� W/ \ I-._ L " L �_ I �- J I V SCALE: 3. 4" C� WALL l- L- � � I O I V ('AL f i 1' - MICRO LI 1 10 cam 4MADF IN CHINA IN 16 1 v t: A_ A _ ?' 0" �- A6 A6 1/8' STUCCO OVERSIM. ME i AL LATH, 2 LAYERS ///2 LAYERS OF 1/4* EXT. GRADE 6l, MINUTE, GRADE D PAPER PLYWD. BENT TO RADIUS \ \ ( _ AND 30# FELT I � I -0TOP OF ARCH do TOP OF FRAMING -EL. 16'-10 1/2` _ 3/4" PLYWD. CUT TO RADIUS ( I STANDARD: FIELD FRAMED ARCH TOWER —� ALTERNATE: 4" X 8" LOUVERED VENTS PRE-FAB ARCH TOWER PANELS PER DET.A/A6 PER _HEE1 05. SUPPLIED do INSTALLED BY G.C. IOa • 6" O.C. ___-10d 0 6" O.C. TO (T'fpICAL) F A. TRUSS 1 Od 0 6" O.C. - 22 ga. SHEET METAL FLASHING TO EA. TRUSS CD' 36" HIGH ---__ .. FRY ST W/VINYLCK SINGLE PLY ROOFING OVER 3/4" EXT. GRD. - SINGLE PLY ROOFING COX PLYWO, SIM A-35 1od 0 6' O.C. 2-2X4 BLOCKING V 10d 0 6" O.C. TO 70P & 80TTOM 0/ 3/4" EXT. GR. PLYWO. TOP h BOTTOM �_____ DBL.BL. TRUSS SINGLE PLY ROOFING OVER 2x4 "T. EA.SS DET. SECTION d PRE-FAB SIDE PANELS 11'-4 1/2" � DdL. TRUSS 3/4" EXT. GRD, PL YWD. O.9X OF C.PER 2X BLOCKING -- A13 HIGH (2A) 0 EA. END 1/2" EXT. GR. - SIMPSON 026 - - - - A15 EA. PLYWOOD NAIL _ R-30 FOIL FACED R FOIL FACED / 0 EA. TRUSS -� VIA-13 SIMPSON A-35 ` TRUSS BATT INSULATION(IYP.) BAT INSULATION '' SIMPSON A35 / EA. RUSS l TU TRUSS W/ tOd 0 EA. TRUSS R-30 FOIL I 0 6" O.C.(BLOCKED) SIMPSON U26 (TYP•) TO TOP PLT. I I FACED BATT 5/8" EXT. GRD. COX 6XH BEAM --EA, TRUSS PLYWOOD-PAINT WHITE �� I I I y FNS' (Typ•) •« I TRUSS BRG. HEIGHT I EL 10'-4 112" �1/2- EST. GRD. r!.YWOOD W/lOd 10d 0 6" O.C, TO 0 6" O.C. 6 EDGES do 10d � � 1--1-2-•2X6 CONT. TOP PI_ATF CONT. 2X4 10d 0 6" O.C. TOP 4 BOTTOM 1/2" EXT. OR, PLYWD. W/iOd � 10d 0 6" O.C. 0 12" O.C. FIELD - TO BLOCKING CHORD 0 6" O.C. BOUNDARY AND EDGES, 10d TO EA. TRUSS SIM A-3 2X6 CRIPPLE STUDS 0 16" O.C. BOT. OF ARCH CLD. HT. 0 12" O.C. FIELD. (BLOCK EDGES) 2x6 BLKG. BETWEEN EL. 9'-6" 2X6 BLKG BETWEEN TRUSSES EL. 9'-6" T'IUSSES 2X8 BLKG. BETWEEN TRUSSES l - � PREFAB AWNING W/LIGHT TO W16a 0 6' O.C. TO TOP PLATE I I W/16a 0 6" O.C. TO TOP PLATES / BE INSTALLED BY AWNING SUPPLIER 3/4" EXT. CRD. PLYWD. �_ 10d 0 6" O.C. TO 10d 0 6" O.C. ��FRAMED SOFFIT jCUT TO RADIUS CONT. PLATES AS REQUIRED EA. TRUSS 10 BLKG. I PER DET. P/A13 -r l U7I 5 1/8"X GLU-LAM BEAM SEE SHEET #A5 FOR DEPTH \ 7/8" STUCCO ON OVER 3.4 SELF FLAT WINDOW HEAD DETAIL FURRING METAL LATH, 2 LAYERS P GRADE D PAPER ON 3/8- EXT, 1/2" SUSPENDED CEILING DETAIL P Al2 PLYWD. 2X6 STUDS 0 16 O.C. - SECTiUN Atj 2X4 0 24" O.C. Ft AT CEILING SEE PLAN AND SHEAR WALL SCHED. FOR PLYWD. NAILING �1 FOR WIDTH OF TOWER / R-19 FOIL FACED Arr?LY 30# FELT OVER TOP OF ARCH 2-2X6 CONTINUOUS TOP PLATES BATT INSULATION UNDER 2 LAYERS OF GRADE D PAPER v ' 2X BLKG. CONT. CEILING LINE OF ALL WALLS I TYP. WALL CONSTRUCTION OF 7/8" STUCCO ON OVER 3.4 SELF _ FURRING METAL LATH, 2 LAYERS 8" F.C. GYP. BOARD" -_ o GRADE D PAPER ON 3/8" EXT. 5/8' a, PLYWD. 2X6 STUDS 0 16" O.C. - SEE PLAN AND SHEAR WALL SCHED. FOR NAILING 1/4" SAFETY CLASS DOOR RL�1yiI1$ 2X6 P.T.D.F. SILL PLATE (TYPICAL) Al 71 20 GA. GALV. S.M. TERMITE SHIELD (TYP.) ---'— SEE INT,RIOP DRAWINGS TO EXTEND FULL WIDTH OF WALT_ BELOW THE BOTTOM PLATE R-19 FOIL FACED AND EXTEND UP THE INSIDE AND OUTSIDE OF THE WALL BATT INSULATION 20 GA. GALV. STI. TERMITE SHIELD --_� o A MINIMUM 6". (TYPICAL) �� _� � FRY REGLET END. WEEP IF11 11 SCREED MEWS-875 _._-- TOP OF SLAB Ft. o'-o' 0 • ' I I ARCH FOOTING BEYOND I / � `SAWN 81 SEE SHEET A-2 I SEE SHEET A-2 FOR FOUNDATION / 14CXED FOR FOUNDATION do Sl AB DETAIL I k SLAB DETAILS I M70H rRAMF PACIFIC HVW 13299 SUP 93-0276 9 OF 49 c;f I)?Ei.S (-,('Al�l F 3�^ ,,_ ,. - _ I0N CALF. 4" 1'-0" WALL S � CTI0N SCALEl'-0" z WAL � TON WALL �ECTi, y J MlR LIMED 11 111111 1I1I1I 1 FIBER- C31" 4MADE IN CHINA IN 61 -ON01' KA0, N- t. CkNANIC PAINT' O GYPSUM HOARD 4 1/4- / 4 1/4- %."RAAAC 1kcs \ J lilt (IYP.) TILE V III- .�WAIIR FII TER SYSTEM 14 i5 4, WOOD STRIPES END '18 4 A I IHIS POINT 4-1 STAGING SHELF BY G.C. lu - �,-CfRAMIC III.[ (TYR) Lu 0 /4 6EI --------- KI ICHFN )INING OPEN Tiff ACCENT STRIPE fit F T--- 7 16 -4—L KITCHEN TILE L-J 60 <�23>- 0 C) > lb < t " I FROM CORNER 00 0 C) T-FI-1 LI A I I I 1-ul I I I j LL_ QUARRY TILE �1 &�/ 13'Pl' DETAIL C-Al2 43 OPTIONAL \HRACKEr TO WALL BASE (TYP.) FILE/MAR[ I KI 3] HAND SINK CABINETS BY C.C.-SEF �OVIDEID 14 IS-1 QUARRY TILE _ITF 0❑ 16 <63o 4 PER DEL OIA12 6 <2� -4j<2� BY G.C. --5' QUARRY Tiff BASE (t'YP.) 11�) CORNER HAND SINK HA� THROUGH-THE-WALL CHASE COV )F 1 YP WORK AREA 104 RFINF0RCFD FIBERGLASS SERVING AREA 102 PANELS WITH MOULDING /BR WOOD BLOCKING FOR ELECTRICAL PANELS P= -y!) cr, go. (TV) /BRAILLE RESTROOM SIGN (WOMEN) STFFL LADDER FPP SEE DINING ELEVATIONS FOR MIENS BRAILLE SIGN CERAMIC TILES ACCENT 91 �91 0 FRP 0 <1 1 90 STRIFES IRP _ - --�SFE SHT. A-3 FOR DOOR AND 22 CA, STAINLESS STEEL FRAME FINISH ®R OVER 112" DURROCK CONCRETE BOARD BY G.C. OPEN r22 C A. Go - T L1 STAINLESS 11 .I I �- _- o 21 STEEL. BY C.C. TILE/MARLITE U!T- WAINSCOTING .40 QUARRY TILE BASE PER INTERIOR E4]' DESIGN SHEETS -1 AL QUARRY TILE 663 20 48 QUARRY TILE 663 �8/> E-11 ❑<0> < Efl Q> 72 BASE (TYP.) r /> 2 BASE (TYP.) CORRIDOR 111 KITCHEN 103 EMPLOYEE ROOM 110 4 1/4- X 4 1/4- 4 1/4' X 4 1/4- 4 1/4' X 4 1/4' CERAMIC CERAMIC TILE (TY11.) TILE ACCENT STRIPE CERAMIC T!LE (I-YP.) TILE ACCENT STRIPE TILE (TYP.) 4 1/4- X 4 1/4' CERAMIC SEE SHEET ID-2 SEE SHEET ID-2 TILE (TYP,) 4RHI -11 LLL. Id-L.1 I 7T T SENSOR TRANSFORMER 68 z 2,-0. CABINET L 0 co I I 6\/1 2-0' 42 6" 42- [14 ui T_ 010 _J QUARRY TILE K�QUARRY TILE BASE (TYP.) [41 611 <68 0 [3] F4� w BASE (TYP.) cr WOMENS RESTROOM 108 0 MENS RESTROOM 107 cc WATER HEATER w W1 DRAIN PAN FRP BOSS/TACO CABINET FRP FRP RP ("IP.) SEE M/Al2 SEE DETAIL ON E3 z j 89 89 11 11 r RACK SYSTEM 7 EQUAL SPACES OF 2'-2" V-0 21 FOR PLATFORM 86 POST 86, POST DETAIL _ __,FRP (TYP.) ____ __ 74" POST �) '4�� / `� It _-I <� F_ Av 00 r---COOLER WALL _j L _J EMS EMS I N . . . . . .. SFE DETAIL I/F CPU I I I' 1 PNL GYP BOARD FI /Al2 I iI n i II i COOLER - ON WALLS BEHIND r WOOD STRIPE 10 SEE DETAIL G/V lb > :_71 55 1 W_ fV c1 C-f _dI I I I I I IJ iV 11 L-A 40 <1 QUARRY TILE TILE PATTERN TO BE SUPPLIED BY EPHON S T A PANEL [2] 249 TA'nONARY <@> BASE (TYR) - LATCO TILE CO. CONTACT: DAN 42 F4� MOVABLE �UARRY TILE JACKSON (912-964-7563) Eil BASE (TYP) ICN PANTRY 106 CUSTOMER 101 OFFICE 109 SEE DETAIL ON SHT. ID-1 SHROUD BEHIND SHROUD ON SIDE 4[10!]2 BRAJELE RESTROOM SIGN (MEN) FOR BRACKET SUPPORT 10 11 10 BOTH UNITS SEE ROOM FINISH SCHEDULE (A3 SHEET) Vol DRAW* 9y FOR WALL FINISH ON I CWCKED By 103 2 107 2 2 M70H a IQ02 2 r � cm FE, AT THIS POINT 113 01 �7 2 I-T-T-1---T3 -4-93 BROOM CLOSET (SEE SHEET All) QUARRY TILE BASE PER 72 INTERIOR DESIGN SHIFTS PACIFIC HWy , 13299 ' ACCENT COLOR \--,-. SEE FINISH SCIIEDULE(SHT. A3)" ❑ TILE OR MARLITE WAINSCOTING COVE BASE AT AcrFre STRIPES BLIP 93-0276 STRIPES (TY11 FOR WALL FINISH (OPTIONAL). DRINK STATION 20 OF AQ -- - All DINING 100 KEY PLAN UILU: 4 ml c IMI ED 1 FIM- GLAM 41 MADE IN CHINA IN 14, li i I � Ili � l I II � � I I � Ill � i V,41 F— r, — am yo CABINETS 701 DE -6 < 79 `�I y I _..-. 5/!f" C11'.HD. /hy �/ •�� r �F. y' STUCCO L1N .�\ 1 I I 4' ..-;� 1� �- 'At IATH, 1h# ?•.,�, I 1 � r MI IAL 1 1 4 I 15'-2 7/16" 4 1/2" :1�ADt Irl wt) , TRIM - �,HxcoL011 raF r+►. JI - _ - - _ ► 1 F T l _ I -yr—•- __ _ - _ _._ _ __ — n1 5/ F t 2 8• r r (p' y _._D4.VaLF S1UOS AT . a^II _' ( -- r AND HE At) WTH A NIL IAL CORNER ' RECESS CAUI.K --- t-T L s 1 ?'/6* 0 U , S1R4P I BOTH SIDES G.C. TO PROAN -- _ --- J 1 ( I, ry, BRACEG lOi•/6" CONT. BERG _ S 3/4' X 2' META - �- til c'IIRl WTR/i ill 1 if FRAME 4 11 1 3/4"x4 1/2" ALUM ---- - - 1 1 r' I S/4' FXT, GR. PLYWG ! FRAME W/ 1• INSULATING L_._ - - _ w [ '�8• i GLASS rO REO'D ARCH -_ -- F W fiKJ. Eff off 16 ►— _ WDOO DOOR = Aff I \ _-- 1 ' SET WINDOW FRAME IN 2' MIN. --- 0'G (•' i� -- 2x4 STUD 10 METAL CORNER Ic TRIM r, TAL TMU MASTIC/SF_ / FOLLOW SLOPE —� \ 1 A PER DET. H/Al2 2-?X4 STUDS ;EE DIVISION 8 OF SPECS \ RECESS, AJLY j y METAL FLASHING CONNECTED TO c F.C. GYP. BD. y ROOF STRUCTl1RE FC�k WINDOW DETAILING `"----_-••i s ON BOTH SIDES � CULTURED TILE/ BOTH si& , OR CORIAN TRIM BY SEATING VENDOR „� _ -! - ----------..-- -_- -- -- -- al_UM. WINDOW FRiJJE NOTE: _,_---CERAMIC 11 WATER HFATER MI 11LE/MARU SEE RaV FINISH SCHED. FINISH OVER 5/8" DRAIN PAN PLUMB NOTE: F.C. GYP. BD TO MOP SINK. 11/4% 1 6 5/8' AND INFERIOR CES!GN FRP OVER _ - MI-NU BOARD !c TO BE CENTERED B ' — SH TS. FOR WALL FINISHES 3/4" PLYWOOD n01.,i ON KNEE WA[-I-. Al2 1-1/2 -1'-O' - �•FI'-!�' 1--1/?"=1'--0" Y ' TYP . INTERIOR DOOR W 1 NDOW HEAD/ S I LL P JOISTS JAMB AT MENU BOARD E ARCH W I NDOW FRAME � 2X4 WOOD _ __ 2'-7 _. _ PLATE - `_ C_FAR « 2Y4 STUDS 16' ?"X12'/20GA I i [!4 KICecE� 45• () C. CONNECTED SIMP50N STRAP n,F ---___-��-� --- - --- r0 ROOF S1T•2UCT. /ST2122 � 214 LAID ACROS`. --, - TOP OF TRUSS 1' / ud Sf_C Tl ON B BOTTOM CHORD PLASTIC LAMINATE ON �--- FRP F NISH � 3/4' PLYWOOD OR 45� j PARTICLE BOARD _.— / HEADER - SEE PLAN --� SE VIP , / C) 1x3 CLEAR WHITE PINE WOOD CL ACH ENO AND ENTIRE STUDS I I5 BACK (� SHIM ------ 1/2" EXT. GRADE � GY .� PLYWOOD , IBD CONT. 2Y4 8E.K,. • 1 3/4"x4 1/?." ALUM. FRP OVER 1 3 4 X 4 112* ALUM. FRAME, 1 r 3 4" PLYWOOD - / ' / FRAME W/ 1" INSULATING / � ` CLASS 1 -- 1" INSULATING GLASS SIDE UTES — - U KITCHEN CLG. �— Carl K ! _ — BY GENERAL CONTRACTOR �_— - --- Al2 SET WINDOW FRAME IN 2X4 WOOD 1if X MASTIC/SEALANT JOISTS _ METAL FLASHING 5/8' GYP. 80. WALL WITH FRP. 3/4' PLYWOOD OR 45ry FRP FINISH 2-7 DRIVE-UP WINDOW UNIT o, PARTICLE BOARD END _ i \ , LOCATE BLKG. AS REO'D. / SUPPORTS W/PLASTIC 1 \TILE TRIM 7/8" STUCCO OVER "OUICKSERV" MODEL FM-1 I N 1 4 TO MATCH LAGBOLT HOLES. / -- �_ "' METAL LATH do 15# SUPPUED BY TACO BELL & LAMINATE SIDES AND FRONT EDGE FOR FREE 7/E" STUCCO FELT. N0. 15 INSTALLED BY GEN. CONTRACTOR i �� 4` �—"CONT. 2-2X4 STANDING COUNTERS SECTION A 1', 3/4" EXP. JOINT 2 EACH 2 112- X 2 112- _CERAMIC TILE OVER 5/8" X 5/8" ANGLES AT EACF F.C. GYN. DD. N CONT. 2x8 END SUPPORT I� °� 5 EG CERAMIC TILE 1- /2'=1'-0" 1 214 1-1/2"=1'-0' AD221 AD112 3"=1'-0" AD141 1/2"=1'-O" AD122 3 4 (;COUNTER T DRIVE -THRU W I NDOW Q WATER HEATER SUPPORT M EXPANS I ON JO I NT J DRIVE -THRU WINDOW F MENU BOARD 2X4 WOOD STUD NOTE: _ CERAMIC TILE � WALL, SEE SECTION SET SAFE ON TOP OF PLASTIC LAM. (LP-1) ON 8 STUCCO /8" STUCCO SOFFIT � �i-LAY-IN CEILING l� FLOOR TILE. DISTANCE 3/4" EXT. GRD. PLYWD. �.�---1X4 FROM FINISH FLOOR TO NOTE. BOTTOM OF COUNTER TO PROVIDE THE FOLLOWING VETAL TRIM 5/8' F.C. GYP. H' METAL TRIM �_� SHIM ,--1X2 BE 2'-7 1/2" HARDWARE FOR EACH PLASTIC LAMINATE CABINET D0012: METAL CORNER t" INSULATING GLASS SAFE TO BE ANCHORED 2 EA. STANLEY 1588 — T u TO FLOOR BY MFR.: HINGES 4111z ZZ17777777777 r,Ul 1 3/4" X 4 1/2" ALUMINUM 7/8" STUCCO OVER �� \ GARY SAFE: 1 EA. STANLEY 4482 r- FRAME METAL LATH do 15# � ATTN: DIANA DUNN KNOB -71 I - FELT. (213)376-3418 1 EA. STANLEY SP35 1782 HARDWOOD HOLLOW 1,!ETAL DOOR \ CATCH FRONT FRAME MAJOR SAFE: RECESSED CAULKING. f AND PRESSED METAL I ^ ATTN: JERRY RENFRO INSTALL CASH 3/4" EXT. GRD. PLYWD. ' (?13)724-5880 DRAWERS ol CASH DRSHELF AWER VER OPENIN S►'4 F.5 REO`D. DGEBAND AT FRAME ` ' 1X2 CONT, LEDGER -"SAFE OPEN BACK --- 1X2 SHELF SUPPORT AT MULUONS PROVIDE PLASTIC 3/4' EXT. GRD. PLYWD.- WATER LYWD.-WATER HEATER _ I QUARRY TILE TO BE LAMINATE BACK WHEN SHELVES W/PLASTIC - PLATFORM ABOVE - __ - __ _ - - _ - __ - _ ---1 2 EXT. GRADE CONT.UNDER SAFE MINI LINE NOT LAM. (TYP.) HEAD HEAD / " - ---- PLYWOOD ;NSTALLED 3/4' EXT. GRD. 5" 2 -7" 5" PLYWD. DOORS AND �' .. .__�I�*- HOLLOW METAL DOOR - - CLOSURE PANELS -- -- _ W LASTIC LAM. �1 ---� -_ - 1" INSULATED PLAN VIEW F OTT, BACK br EDGE-AND PRESSED METAL TEMPERED GLASS FRAME SEE DETAIL SECTIONS ABOVE NARROW STILE ALUMINUM A _ NO SCALE AD213 2X6 BASE �•=1'-0" PD'1U:5 1"-1'-0" AD11;1 3"=1'-0' AD129 X1 X DOOR AND FRAME METAL THRESHOLD -METAL THRESHOLD ��O P SINK N TRIM K SAFE INSTALLATION G WORK COUNTER C " N QUARRY TILE FINISH Iz--ON CONCRETE SLAB -- I - OUARRY TILE FINISH --•-•-� CONCRETE SLAB NOTE: - - - - - d v b . Q: a NOTE: THIS SHELF SUPPORTS A MACHINE THAT VIBRATES. ---"�� •, ALL DASHED INFO. 4X4 OAK JAMB BY SEATING COUNTER TOP SUPPUED AND • / A .� .Q c PRE-MOLDED EXP. %`''-'�- RE MOLDED EXP. SUPPORT WALL TO BE LAG BOLTED TO SOLID BLOCKING \ a r .• e : o a . �� TO BE SUPPLIED dt VENDOR, STAIN TO MATCH INSTALLED BY SEATING VENDOR _ - JOINT d.4 a , �t / / INSTALLED BY COUNTER BULLNOSE A02 2'-5" OINT BEHIND WALL W MIN. 3 EA. 1 2" DIA BY 3" BOLTS. SILL SEATING VENDOR LAG BOLT 10 S11L STAINLESS STEEL SHELF I WALL W/ 1/2"X6" BOLTS 3/4'- (2)2X4 WOOD PLATE --- 2X4 CONTINUOUS (3) 1/4-0 x 1 112- BY E0. SUPPLIER 2 1/4' 3'-2" \ "' -- -- - LAG DGEiS INSTALLED BY G.C. -- (DOOR WIDTH BACK 1 5/8' F.0 GYP. BD. -- t•, ----- --�.._ _ I f 0 - - - -� MAGNETIC LATCH AND 3" RA*% ST: METAL TRIM /J- I � ---- STOP BY SEAl1NG VENDER 4X4 1%2" PAINTED PLYWD. BY SFATING �fNDOR Hr,-IED BY: RECESSED CAULKING DARK II II -STUD L- BRONZE ALL AROUND _ I--� / BY COUNTER DIE TILE TO BE RECESSED CAULKING - - - - - -�- FRAMING -_-- L - - - - - -- - - - - GC. PROVIDED BY G.C. (PRFMOUNTA - - \ 2 LAYE 3/4" PLYWOOD < I 1 - - ON HACKING BY LATCO ) -� 1 1/2" X 1 1/2' /,NGLE O C -LAG '..)LTED TO 2-2X6 Fl __ _ - - - - - - - __ __ - _ -_I ,, _ _ BY SEATING VENDOR 0 4'-0' O.C. HOLLOW METAL DOOR METAL TRIM PLATES W,/ 4-1/2" DIA. X -_=--_ ----- -��._ 1 2X8 WOOD BLOCKING - -- _a --- - FRAME AND PRESSED METAL — \ 4" LAG BOLTS. T -�� ~' FRAME _ r �-____ 1 4"0 X 1 2" LAC BOLT /- -- -- �- 'ROTON' � ALUMINUM DOOR AND / / 1/16" GAP 5/H'TYPE'X' GYP.BRD.ON JAMB —METAL TRIM FRAME -- _ _ EA. SIDE HANGER HINGE_ CO. CONTI 2X4 WOOD STUDS 0 16" O.C. CTOR ST. (MAX) RING$ COUNTER DIE ON 159 VL O --�''�APPLY FRP FINISH. ALL EDGES -- - 1?" 1/2" EXT, GRD. PLYWD. ST LOUIS,MO 63104 'OSI I 5/8 GYP BU SHALL BE J BEADED WE: �J- p --- 1--800-325-9995 �`\ REAR ENTRANCE DOOR FRAMES TO MAX. - -- _ FRP OVER FAX s14-772-440(1 6" BULLNOSE TILE BASE _ NOTES: 5/8' F.C. GYPSUM BE ANCHORED WITH LAG BOLTS JAMB WALLBOARD AND 1/2' y 3'-0 1/2" 4 SEE SHEET ID2 -'�-i� � � � 1.G.C.TO PROVIDE KNEE wnu_ SUPPORT AND COORDINATE WITH SEATiNC �1--�}--gam,} VENDOR TO PRO0E AND INSTALL COUNTER TOP 1X6 STUDS. 3'-5• 1/2" DIA. ANCHOR BOLTS J INSTO JAMB AND HEAD STUDS - � -- - -- - ------�"`_ AT 4'-0" O.C.(BY G.C.) `�__- _-..�� . . PACIFIC NAVY,, 13M A I SCALE 1"=1'-0" AD?16 f: BIJP 93-WO AD217 t-D132 i-1/2 1' (1" AUi ;1 1 1 2"-1'-0 AD1(11� 1 1 2"=1'-0' REAR EXIT DOOP U ALUMINUM DOOR R CHOPFrR SHELF 0 D0011\ � 0 � ..JNTf = I � PLAN H SERVING COUNTER MIC MED I � i � lll Iltll I VIII I lilllli VIII I VIII IIIIIII I Illli I I � III I IIIIIII I VIII IIIII , I , 1 FAIR- 01" 4MADE IN CHINA II IN �1wl�ir111 � I. I , U's C 131,AM I '4)ta 0' Jp T-- L.UL46 0 U' THk } I AYE RS OF t ,J� • TU WJ4 - ` �� I . I � corp; •s , ...I:, I� I A r(.I' ' 1 i CRIPP!I 1 Lxb 46 POST c- p L''11RU) !_ 4/4 Nr,.,, I SIMPSON A3:' OR A ,r _.NRF E AH ANR�I�JC - C "Af H SIQF 1'U SIL. i. F -- P ")Q NNE1C TION F= A C, iA. W / -, A `,NNiN �.� r FA ��' IA 'JU �"� 'WfUiNC� AFS �-� � GAMING r .c _ swig SIMP1,0N !�1` 1 ,' SIMP`_ON A lr r�;;-, 2"0 _ J 8(1X dY E L �, 4t .. (; IQ:' if 3' U G r SEE PIAN E2 T i :r�;'r, r ACH •R OR IC '�TiL A;IGN \ \\ FOR I OC A 710N «8 TR!M � = 2X8 WOOD TRIM - - - •- `` ' �, __- - `• \ •\ !I N ---•- # 2x6 W 3-100 ,' c.r ----CON], 2x6 '1b/3-10c 2X6 HOR - ?bd O 4" O.C. t. :CH TPt,SS �\ TO EACH TRUS` r0 HACK OF -:�, ALr SUaPURTS , OEi FRAMING i� rµCCCI SCRCr ` �RlL fAl FRI ! I StUC';0 SCREEG U ', rPM- 7F.--15G - _ ..._;,,_ 11y, / REVEAL: FRY ' ( � � I fl •-'===� FPN-75- 150 � ? LAYERS OF 1;a" g -, , r-.- 4 1 Od (rte / I �:YMID BEND 'G -- =-. - '' ==r- -.- -::.. -._ .-_ W: --_-• - A '_- -- - _ _•- _ _ - STU lV4 P', RADIUS ARCH 8" CCCCOW I OF I '`_-`' CP LAYER TO �i-E hOTF. Di �— .\ � ,r w f0 MATCH S 11: Cc, �/ �... c t , to I UP p E'r0 OF :,•3 ------- _-�+� '�� - F'FtOJECTEQ � -_-A� --- PAN WH�,TE 1 -LI'vHT F'n'URE I , � �.._. SURROUND PER 6. .'(.I(I N, BEYOND .._ 2" PF�FFAB AWNING ____..._..�--•'� F,T ELEVATIONS) I 1>'4 RAVE I ' _--_ �_ -- W/ LIGHT TO BE {I f� NSIALIED BY a<r, WrJOD POS,FAGN FUSS CONT2•,4 p EACH AVIIING SUPPLIER I a 318" J, I 3/e STUCCO FINISH, Y }[) STUD L ` ;'v -- SiD< OF 'rtuSS r► -- SIMPSON a" L!0 k HOR12ON 1, __ _.._ 6 WOL \ Dr OF TRUSS i I W '4; 3 4' :!G N E' CCO CORNtP I NOTE, DE1 M/A1 < \ '0 BEAN; ;2) i a" f _ - �Z Cyt» . Is' iR I t =.-_.—� .._ GLULAM BE Ak' 9�'AFEh ''? M N. `0 OST - - N - 'c F _.____ e �• �,55E 5 ,' v -- `` - a '_tiTT -,,a Jti B? OM / -- -- _ - _ CONT 'k4 PAINT ELEyAl1QN T' -P037 (SEF. PIAN, TO MATCH STUCCO , 1 .A I - ' ANEL E3LU�� KINC' V UL.B — PUS i C" 0�NNE_ ,—, T� ��NFFIT W '' t� Ati��N ! N _� / I ' SCOFF I � W, AWNIN �:� ARCH FRAM NG r r DRILL 3 2"0 (�1r� C AC'' Ar ��. A35 .- ��--- -. ._._�;tMP�t E URL. S - 2"0 ONTR OR IS RI SPONSIBLE d0+ BY E C r /� ^ '�C3VEJ T11AT10^. 5 yCrlt5 O 3' ;)' ID.0 FOR 'RUE SQUARE INSTAL. ;EE PLAN E2 r, = FOR IC. 'vt TI�A TION I \ LA'r10N OF 1"X TO �. FOR LOCA"0N I __J AC:FPT AWNING. % -2x8 WOOD rRIM 'HIM AS REO'D�/ —CONT. 2X6 Wj3 1..:. j 4—___--_ _._• I �-- / '(i EACH TRUSS _. ��. v -I - - FPY Wr �. Z. s-� - `v STUCCO SCRFI L � , RE vC AL: FRY FFIM• -)5-150 I 1 COry T 1x,4 PAINT MNS')N L.CO W, 5,'W' ?11 I I I I S_ ' TC MATCH STUCCO III _ 11 I \ IM HUC610 I I ! DIA M.H. PER MANII y `, 1 +lIam .__•_ - I N�, II� _ •.- 1t 1' ~_ -�-- -P5ATIi1C'C0WHITE H,,U46. FNISN, SEE 'THRu i Si - 5. i MAXNOTE DET M/A'3 PREFAB AWNING HE ADER + ----�-- t I ~ IN/ LIGHT r0 BE 0 D THPU) _ 1 INSTAFI_ED BY 1 -- J -.--- __ 611, !�M.E AWNING SUPPLIER �, ,b ,1 'a 4x4 p D'THRW I "� ! ', •r'. _ _ _ I --='�•- -_ 1 S. SEE PLAN WOOD BF AM 0, I I - T` -6" CCU SEE x CRIPPLE 1 BLOCK11:1., � cI AN f-'OR St 14I Ar,' � I rY _`_ _.._. .i _ I ' � 'r!r NT" I a COlxa parr, BLOCKING Jj, LATRS OF L 2 I I i +.- � I Tr. MATrN �iTl'`r` _._:3/H" PIt.yoO(, BEND TO C2 %(`152 RAD US OF ARCH � ti FRt._I � EAM � c ; � , i �,� N (—) Fr IT W1 l_, AWN ! NF SOF - IT W/ AVv'NINIL i ^ a ` ► - t Ia 11L DRILL t _.. ` -8`06" MILL FiN15H H" r GRID FLvWp 0 ' 0' 01.,MIN a }'- (I• c +OLES 9✓ AMROALOABLDG ORODv +tN' i0 RADIUS 011 R8 m)OG ' OF \Tl LA. ),I WTHSECRENOF HLCCKIDJ(, 4`) REQ'D FOR N TALBATION SEF PLA' ONT _ - - , 1,'2" CXT GRD. P Y - 'i J'I \\ U4 for IUCOtiUf. L WD. � 10d (T Ir , I GO SC Rh.L D \ I BLOCKING 1�2 xtg WOOD rRlti! 'Z -� T \ I _Rf \ �; -� ----.`C 10 C,? 1. tYT` �j��` �IEAtr _.._ _. ._.. ONT 2x6 - --- _ -- - -_ ' h, 'id" )T D P Y t II '.S'SZ 5:. _ ;T T RA 1 U5 ),:K,Nr - FPM 7g-tKi) i,y`' TU E4CH iRU. S t .= ra a=-• =�. ''} I WI,E PRE AN � I � riOTF„ D . STUCCO x - e STUCCO SCREED aRCHE_U F PUN'( T REEAL. 'R MA H 4 AF "ANE. ABOVE . ,...*. 0-* w >'^ - - r1 �'.. 150 •_- - /� ' i I 2>.4 FRAME r _ It MAY ALL hLA1E - --�-- ---- ---- ---+----+- - �-- - I- - ;HE A1. ,'A I 1�F.ACr+ TRUSS '` I Mf y Ma. CUNT ,•4 PAIr1T ROV!UED By `� I i I - + ,� T [ + �' E !, I /i I CON". 2Y4 p EAC'-' I � � � t0 WCH StUCCO I I I --I- +• ' I .,IpF W.'3-- 0d E•ni;w T' CO c ISH I I - ' `• ; UC IN SEE ,- S�Ri:E:U SHErp [U ST D At HOR 'UNT -� PAIN1 WI'F _------------- I U a IOTE OFT 4/413 � :,TUG' 0 CORrif R I k _�_.._. - t'RF r AH :ANMr 5/4"YEi" 10 HE '.(,T TO R' H .1f' +Illi I NS1AI_LF") BY )F AR CF+ AWNING SUPPLIER vE ";G1 F 4" N ORE -.FAB tiV PANELS I\ - y f AM 'COR 1U1, 5 T �I I` 2" ri7 4' 3 ,Y., /_ DG PkCx:U1: :�)w I Uf D PJ ah+ A F 4D 1' a 1 ' 2„+'1GH l' t_ 1. 1 NUTf DET M _ �1� t 1T AN ,H 0' 4 , rl;;N 4" Y ,ate.. 4 3L SC EFrr i - h r ` WA. 6 -- 4 - 0 ." aa.e r a . � � �� / HRLOCKIt+� } I -", ; COJ. Xa 1 , u ,DE ARCA. T!:RNISHE.D BI iA('O BF,L. _. PACIFIC HWY 1;2y9 I k ) Pi r ) TO MAr('H " NS1 lFD H" CC PI SUP 93-0278 _ _:.�- l �,ir. w �i wr w w W StLI � ,,,, ; �„y 1 ,'�„ 1 "� _ . .. _... µ;00b,(`1 U WA r` ,T. 22 )F 49 , / r ' JnTC' n1)203 I')n E•;lF nnu cMu nn I' (�)F F I T N r W AWN I N =� r� . i r_-) ,4A t_ H F 5 19 4 MED II11111 Illi ! I � Illli 6111111 1II 111111 I hili I III111111 VIII IIT1 ! F7BFY- Li1.AM 4MADE INCHINA IN 1 1 1 1 ' I , AI- .... M `4�' , +,'t�►it /VERIFY DUCT Sl7E 1- 26" VERIFY DUCT SIZE W,/ MANUI AClURF SA DUCT ^�.� W/ MANUFACTURE it �1$"r26" ( ( 18"x26' I SA DUCT 16' DIA RA I SA DUCT + _.__.._.-._ DUCI 18003"x60' RA PLENUM I i .. - 16" DIA RA r DUCT N,CT S:.'E \S8"x33" r VERIFY DUCT SIZEA!� _� 1--- td'xS3'xti0" VERIFY DUCT SIZE M 4 ,F�C�,RE RA P�1 W MANUFACTURE RA PLENUM W/ MANUFACTURE TR A N, MODEL+ YCD120A3 CARRIER MODEL# 48DJD012 �_ F_ N N �( MODEL.# GCS,6-1353 AL 1 ERN'TE S 1 ANDARD UNITEMS TEMPERATURE A r SE#2NSOR FURNISHED BY S.C.E.S. (fYP-2) S-5 S-3 � � VERIFY DUCT SIZE VERIFY DUCT SIZE z zq- '' (- 1 (I / VERIFY DUCT SIZE S-5 R_2 III N »NUFACTURF (R MANUFACTURE W/ MANUFACTURE 12"x12' EXH. UTR _, - - -_ (REDUCE AS REQUIRED) AND DOWN INTO `1T_ _12 R-2 `r I III 17--- EXHAUST PLENUM 6., GI -- 6' DIA T III SEE. DETAIL �-/ 1b" Wil �� AS-3 X12"x24" �, �1?'x24 III • � �; �'�12'x24" C/M3 OR D/M3 _ 16' 16' DIA RA SA DUCT SA DUCT SA DUCT 16 DIA _ _ - I,' DIA RA ----- 18 x18" MUA UTR � DUCT /��'� - DUCT r-� DUCT � _ - _`, E-1 - _ _ III 16"x24" ON TO H000 ' I E-2 USE ONLY F _�' - 12" DIA III 33"x48" 33"a48" ��-~�33"x48" WITH OPTION AI_ - J 8" DIA I RA PLENUM RA PLENUM RA PLENUM MINI UNE -- - I I / _ _ _ _ 12" ':IA II - 16 ?4" � �4"x1L~" HVAC AIR S 4 CONN. TO HOOD 16' DIA RA --16" DIA RA 16" DIA RA 18' 6" / S_6 2CJ CFM (TYP FOR 2) .£RiFY DUCT SIZE DUCT VERIFY DUCT SIZE / DUCT VERIFY DUCT SIZE DUCI _/ TWEE RUSSES r vt; MANUFACTURE W/ MANUFACTURE W/ MANUFACTURE. _ E-2 - 12" D - d" DIA111111 _ 2 Dlg5 1 >! 12'x20" EXH. UTR (16 GA.) v �L6" DUCT TRANSITION AT HOOD TR A N E MODEL# YCD090A3 CARRIER MODEL# 48DJD008 L E N N C� X MODEL# GCS16 953 ^ t2" DIA � (—DUCT BY !NSTALl1NG CONTRACTOR . S SENSORE 3 ALTERNATE AL T ERN ATE _STANDARD - �� - S-3 8"x$" EYH UTR �. HVAC U N I T#1 SCALE: 1/4" 1'-0" 16' DIA DIA J LINE VENT HVAC UNIT Tj . 6" DI - ---� EXIST. A/C UNIT CONTROL PANEL O Disc. sW. - 24 VAC CONTROL � .4 --� �' r� TRANSFORMER S-3 R-21 I B" DI 1 U W L1 • __ L '--� () I �V CIRCUIT BREAKER - ---- __ __ _-_I I Q L2 I l3 O e S-1 1 hE-3 ? . Z 1 V TE 3N AL--\ I -- -- - I CND. - - U "/C MT INTERLOCK W/ GND. KITCHEN LITE LUC SWITCH 7(T TR I � 10" OI A Q 10" D A I DISC, SWITCH k FAN U _ I ' I FURNISHED BY MECH. CONTRACTOR u %D INSTALLED BY I - 1110. TIC I I ELECTRICAL CONTRACTOR HVAC DUCT NOT TO % " O 10' DIA 10" DIA 1 i A '' -- �--PENETRATE PLYWOOD A/C TERMINAL - AT MANSARD (TYP. HVAC p1 do #2)24" X 12' SE OR 24" X 2 Er-1 -- - - I I C R C W1 W2 Y1 Y? / _ I I 1 -51- ' Lit - -__-- - __ 1 ALL DUCT OPENINGS SHALL - I MD1U0 NO SCAL.F ---- 6" UI ^� 16" [ HAVE - - - -�� -- -- -.._ -----_ BALANCCNG OR, F REWIRED BY LOCAL CODE - R-1 - TO TERMINAL STRIP - 2 WIRING DIAGRAM C - - 20 6 10 Itis R1 ALL DUCT OPENINGS SHALL �r�r I IN A c - -- HAVE FIRE DAMPERS AND j I I _ .- Y r _ _ __ 1-HR RATED ASSEMBLJES. i 24 VAC. 18 GA. INSULATED 0 TO _ _ -- 10' DI I I WIRING IN CONTROL PANEL TB-2 O �� TO • ___ • 8Y E.C.(TYP. FOR KITCHEN AC ONLY) 120-1-60 I I R c - wt w2 Y r: , ryRf_�,.'1 BREAKER I L- - - - - - - - - - - - - -- CIRCUIT ,,,f'rI':AL) \(` - - - - - - - - - - I -- - - I � Wi DRFAKER ?O8/240-3-60 --•----__.-_ -_�- 5-lam � ` 1 I _ .. ?0 8/240-3-60 I FAN hn W2 Y7 VAf STARTER AC \1 I I RELAY RELAY RELAY V4 REL,�Y v BY 'J,ITIONTE HV _ Sl.'PPllER ac I I r•, LINE VOLTAGE E & COigDUIT HY L.C. ---- - -- ------ --- -- x I J WH GR BR RED YEL BLUE - - — - ---- -- -- I -- -._--I- --- EMS r TO- I I TB-1 O O DOUBLE POLE OO O I I � -- -� EMS WALL SWITCII ' r T I �- ---- --- -- --------O IN MEN & 1 -20/6 FNM 70� — _ - __� WOMEN'S 1 - -- FROM EMS LOW VOLT BATHROOM NOIFS: - C Ay INTERFACE PANEL ME) ME 20 GA. (6' CONDUCTOR FURNISHED AND �_ 1 . ALL DUCTWORK SHALL BE EXTERNALLY INSULATCD 5. EXHAUST AND MAKEUP AIR SYSTEMS SHALL 3E CONNECTED INSTALLED- BY E.C. ROOM ;F ,,�f,HT COIJIROI. CARD SUPPLIED BY' S.C.F.S. LIGIII (TYP.) ___--'/ 2. ALL ROUND DUCT SHALL BE RIGID WITH THE BY ELECTRICAL INTERLOCKING SWITCH. " r OE 1 RELAY EXCEPTION OF THE LAST 6'-0" WHICH CAN BE FLEX ulsc. swlTcfl 3. THE FAN FOR MUA#1 IS TO BE INSTALLED SO THAT THE 1 DISCHARGE IS IN THE SAME DIRECTION AS THE FIRST %aFI� J. 1329990 DEGREE TURN IN THE DUCT. Blip s i 23 OF 49 EF-1 UA-1 - 4. SMOKE DETECTOR SHA!.L DE INSTALLED IN THE R.A. PLENUMij- "= N 1 .l I MD101 NO SCALE AND SHALL DEACTIVATE ROOFTOP UNITS UPON SENS'NG SMOKE. n ;� ►YP1 (; AL A /CUNIT WIRING DIAGRAM [- ( I - ? WIRING; DIAGRAM D MECHANICAL PLAN SOLE: 1,4' . . _,,- � 1Q 4 mic MED E � � III � I I � � II ! I � ' II III � III � I I � III ! I � III I I � III I � I � III 61111116 i � l � l � l I III � I I � III � I 1 M�- cues 4mlo DE IN CHINA IN 1 1 1 'd I �GA'. u;Irdl r IUNI CAS Cl)tVNECTI(1N W.``�� SIA�f'I Y Dlft (:AL \, CONDI NSA If `��\ EIECTRI CONNFCTION �IiItAIN I'-2'x2'-4 3/4' t :Cv `TION SUPPLY DTR ' RETURN DTR I _ 01 800 CFM CONDFNSAIF 'y } OUTSIDE AIR DRAIN 77 � CONDENSATT 3'-0 J H a1'-05 8 DRAIN RETURN D i R -___� ( 1 -i "tfq% Q'R __``� ; -3 3/Li- j ELECTRICAL. .' - CONNECTION l.l a � I� TRA 1 V E_ MODEL# YCD120A3 CARRIER MODEL# 48DJD012 L E N N O X MO!)CL# GCS16 1.i`),S a,TFRNATE ALTERNATE STANDARD �j NI 1 T 1'� SCALE: 1/4' = 1'--0" A -- GAS CONNECTION ----- 4'-1 9/16• GAS CONNECTION ELECTRICAL 2'-6 3/8"0'-4 1/2" CONDENSATE CONNECTION SUPPLY DTR DRAIN ELECTRICAL CONNECTION 1'-2'x2'-4 3/4" / 1'-4 1 2"x2'-6 3 8" - SUPPLY DTR / - / I� RETURN DTR --` 4"11'-3 3/16' � WATER HEATER FLUE MIN. 1'--0" ABOVE PARAPET v 800 CFM C1, I WALL AND MIN. 3'-0' IAI "� - - I \ I ABOVE AIFc INTAKE MUA-1 [ w rn —OUTSIDE AIR I I W r - -I w e Er .hDEhiSATE � '� `I CONDENSATE f � 0 I ,,, 41 DRAIN ---_ " FF-2 � I I f w W I- - - -'I L_ �I r_ " - - J ---- __ 112"x12" EXH, DTR s o L J L �% 3'-0 3/8 xt -0 5/8 3 9'a1'-0 15/16' RETURN DTR - --- a _, 4tE'.,'� OTR _ _ �_ -- _ _ - - ! - 111:41c QF�••pj$ IIVAC RAILS BY NATIONAL L__j7-3 3/8' T 1 IiVAC SUPPLIER Ac INSTALLED ELECTRICAL I � BY G.C. 4 18 GA. AS CONNECTION CONNECTION I ILZ 08F� < � _I I air 0 9 Q 12"x20" FXH. DTR z \Q� 16 GA. WELDED MODEL# YCD090A3 MODLL# 4DJD008 MODEL# CCS16 -953TRANE _ ALTERNATE ALTERNATE STANDARD (vim _ T SCALE: 1/4' = 1'-0" S - - - 8"x8." EXH. DTR -I V A C UNI I l_L.. I �� EF-3 3'-d' RAIt_S BY NATIONAL 4" V.T.R. 51 O --- HVAC SUPPLIER & INSTALLED i BY G.C. 0 18 GA. i SATELLI,IE-01Sli- SEE � 0 I A/C UNIT CONDENSATE DEL Fj/4 AND ROOFTRAMING DRAIN ��14"04" DUCT W/ DAMPER / FOR LOCATION \ Q 10" DIA EXHAUST DUCE- S/S FILTER 4'-6' SUPPLIED BY NATIONAL HVAC/ 2'-1/4* SUPPLIER k INSTALLED BY CJC. CONDENSATE DRAIN � � I I AIR INTAKE HVAC N2 PROVIDED. C.C. TO INSTALL ON AN AS NEED BASIS TO MAINTAI,! MIN. I ILII / \ ILII I I 10'-0" CLEARANCE FROM FF-1 k EF-2. FIE�D CUT. / PARAPET WALLS ARE 40�MGH -�� ,o" DIA HEAT PIPE 14 �\ EXHAUST I I �� \ILII I I / Li \\ DUCT _ I I _ I _ �'3UILT-UP ROOF COVERING MATERIALS FINS PER INCH �� , DRAIN PAN ' -- 1 RETURN HEAT PIPE (SHALL BEAR UL LABELS WITH FIRE ACCESS PANEL S/S FILTER - -1—�-- ---�--� - -- -- --- ``EXPOSURE CLASS 'A'. L "rIT UNUM CURB. � ' I S/S BOTTOM ----� OPTIONAL•SINGLE PLY ROOF-SEE SPECS T __7 7L— SIDE VIEW SUPPLIED BY: OTE ,STA,LL ATION OF HEAT PIPES IS DETERMINED BY GEOGRAPHICAL_ HVAC CONDENSATE LINE LOCATION AND SHALL BE vERIFIED BY OWNER. THE DELFIELD CO. W/P TRAP SEE DET. 11/H ( Jtr 2. TROPIC-KOOL E!TGINEERING IS SOLE SOURCE OF HEAT PIPES. N1S ML214 MODEL #CNDW24-54-12 � 3/4',1•-IT" I TYP. BOTH HVAC UNITS) vE220 - 0 HEAT PIPE INSTALLATION G TEAN1 RELIEF HOOD ISO . E STEAM RELIEF ' CONDENSATE \ --I' _ S/S STEAM DUCT SHAFT `'- 4' 1'-10 15 16" � 10) 1 8" 1'-10 15 16_ i NING ROOF DRAIN HOSE TO '_L _ _ �`. ;,RAON Sr FLOOR SINK THRU �~ - UTILITY CHASE. LJ � r - / \ - � � � 7+E:• uJ .I _ _ I'vi 70H STEAM VENT HOLE \\ FROM ABOVE STEAM I S/S THRU TUBE CABINET. I- -� - , - � - -" J r` - - ----- - \\ I ti vBF v OUTLINE OF STEAM CABINET � NOTE: WHERE REQUIRED BY CODE, CURBS TO BE VF"iF0 �� NOTE A. SLIDE OVER HOLT IN TOP OF BY INSTALLING MECHANICAL CONIRACTOR. NOTC: A. SLIDE OVER HOLE IN TOP OF STEAM CABINET MUST BE REMOVED. STEAM CABINET MUST BE REMOVED. 1 1/2' DIA. S/S i Z THRU TUBE ------'� B. THRU TUBE MUST FIT INTO HOLE 0_ 3 B. THRU TUBE MUST FIT INTO HOLE_ IN TOP OF STEAM CABINI T. `� IN TOP OF STEAM CABINET. SUPPLIED BY: C. HOOD REQUIRES 800 C.F.M. SUPPLIED BY: C. HOOD REQUIRES 800 C.F.M.0. DRAIN MUST BE RAN TO FLOOR SINK. PFGIFIG HWY . 13289 -- SUP 93-0279 WESFAC D. DRAIN MUST BE RAN TO FLOOR SINK. WESFAC �• 24 OF 49 CQ SERIES) N.T.S. MF218 CS SERIES � - � 1--[ AM RELIEF HOOD D MECHANICAL ROOF PLAN SC�IF � I _ AM RELIEF HOOD ISO. I I ;; i94 MIC MED ( � lilll VIII I Illil I I � IIIII VIII VIII 1 11111 111111 111111 I IIIIIII I VIII il ' � II + I `` I I II ! 11 1 - C3I.AlIR 41 I MADE IN CHINA IN ITEMS [.' (. !RN1SHED IN - H V AC ["' ACK" ��G E REMARKS .10' 1 A 'N40k. IAP S,,'A 42" 1 NSIL)f TAP R A 10" 1 A 1 N%_4 I)f I AP S A 4 OUTER INSUI A1FD JACKET 4 CAP K,,A 3 0 A C All ------INNER DUCT LINER -7— 11 4 4 SHEETMETAL BOOT COLLAR BEAD r S DUCT TAPE INSULATION BLANKET BY N7A.S, 4 — L--- INSTALL BY CONTRACTOR. 10 1k IIII A1C-t1 D W,,' CAP SUPPLY DIFFUSER OR ,6 It RETURN AIR GRILLE. 4 s AL 1) _7 141OUT 'NSIDE TAP - S & 0 PULL ER INSULATION JACKET BACK AND SLIDE TAPE INNER - LINER TO SHEETMETAL COLLAR WITH :4 1 16 INNER LINE OVER SHEETMETAL COLLAR. DUCT TAPE. DUCT TAPE SHOULD BE WRAPPED AROUND A:-2I 4 S & D SHEETMETAL COLLAR TWO FULL TURNS. t i.— 34i 16 'Aw 441 -4 60" CCAF' & CAP -: — J 1 4 ALL W1 CAP ,R2 ASE DUCT (TPANS1110h AT 1,000 "k N'l 1 BY INSTALLING CONYRACTOR.) ---Too x I�A 4 INSIDE TAP 31 73 START COLLAR W/ DAMPER 36 F-o ' 411 --- ' AC-2 SlART COLLAR 8 x 8 E. •'2 1 -1 — 1 UTR. TO EF-3 Ac-I START COLLAR W/ DAMPER T_. START COLLAR W/ 31��MPER 4 35 9-2 3 START COLLAR W/ DAMPER _ A�;01_1 START COLLAR W/ DAMPER — -----.----OUTER INSULATED JACKET 31 0 7 I__7 (C-11 - — 2 START COLLAR .------INNER DUCT LINER <3 r _ a 8 XI ?-WYE 6a X 6"0T-AYE SHEETMETAL BOOT COLLAR BEAD `\ _ — � SMOKE -DRAW BAND 30 31 s— DETECTOR DUCT TAPE WF(APPFD 28 f; AC-2� 5 ELBOW OVER DRAW BAND. 5 ELBOW = SUPPLY DIFFUSER OR 4 __ I 1 27 3,2 3 ELBOW RETURN AIR GRILLE. 33 7 ELBOW 34 4 ELBOW PULL OUTER INSULATED JACKET OVER SHEETMETAL COLLAR CUT EXCESS DRAWBAND OFF AND WRAP z` 6" 0 -- 2 STARI COLLAR W/ DAMPE'R AND PLACE A DRAWBAND OVER THE OUTER INSULATED 4. DRAWBAND WTH DUCT TAPE, 8" x I V,/ CAP JACKET BELOW THE SHEETMETAL COLLAR BEAD. 12" X '2" 1 4 1 . FOR STEAMER ND103 NOT TO SCALE 40; 6.5• x 6.5* x 6. -- 4 ROUND LINED CLG. BOX 6 x 6* x 6' PC 8" TALL CLG. BOX 22 2 ROUND — DUCT INSULATION INSTALLATION A 60 0 25' 1 BOX FLEX DUCT 23 8' o 25' 1 BOX FLEX DUCT NOTES: 100 0 25' 2 BOXES FLEX DUCT 1. ALL SHEET METAL FITTINGS AND COLLARS 22 43 12' 0, 25' 12 BOXES FLEX DUCT YUST BF COMPLETELY INSULATED. 07 22 44 16' e 25' 1 BOX .:*LEX DUCT 2. SHEETMETAL TEE MUST BE SUPPORTED WITH SUPPLY s 48" 30 "S" DRIVE A HANGER AT EACH CONNECTION POINT. PLENUM "p" 48" ovp48" 30 "D" DRIVE `�° �\, C� �d' SUPPLY TEMPERATURE 3 4 FO'-' WRAP 3 ROLLS FOIL WRAP (INSULATION) SENSOR INSTALLED BY S.C.E--.-'_rT. < ANGER STRAP a BOXES HANGER STRAP (80'-0" PER BOX) > -9 DUCT TAPE 1 2 DUCT TAPE I II fl II I 4 co POI'� -APE 2 FOIL TAPE I II II I 6 HE SMOKE DETECTORS *MLL BE SHIPPED WITH THE HONEYWELL LIP 29 STATS AND MAG STARTERS AA UNITED PARCEL SERVICE (UPS). DRAW BANDS DUCT TAPE AC 1.5" INSULATION TO BE INSTALLED THEY WILL ARRIVE APPROX. 1 WK. AFTER EOUIPMENT PACKAGE. AROUND BOX AND AROUND HANGER 22 26 DUCT BY A/C INSTALLING CONTR. (TYP. 3) 6 26 TYPICAL D32 RETURN PLENUM 22 22 NOT TO SCALE 22 PACKAGING L I ST D T E E INSULATION DETA I L I B SUNG CONDENSER AIR \ I DISCHARGE SPREADER BAR 32 (TYP. 2) SECURE FAN BASE '52) ELECTRICAL To CURB 0 ENTRY ON BACK OF UNI T ____1.5" INSULATION TO BE INSTAL[F D A BY AROUND BOX AND AROUND GASKET 13Y GAS ENTRY DUCT BY A/C INSTALLING CONTR. XS0 BY: OWNER MUST 7'iE FIELD TYPICAL &KDW r0f -:PPLJED GASKET BY i _Z�_ -7 OWNER MUST CONDENSER M 0 HE FIELD AIR INTAKE 1. APPLIED � ` �\ __BACKDRAFT DAMPER O.S.A. HOOD 'ROTCITYR !NSTALLED 'jUPPLY AIR (DEPLOY1 1i PLENUMBYHVAC 6-4 INSTALLER) �RETURN AIR PLENUM T PACIFIC Hwy 13299 BUp 9,.3,0276 --A/C CURB BY OW!4FR 25 OF 49 NOT TO SCALE ojf)104 (VERIFY W/OWNER) I NOT T SCALE I NO, 10 m Z; DE TA, I L_ F H0 I (SI I NG DETA I L C DINING AREA HVAC LAYOUT MIC 4 IVIED 11111 lilli ' Jill 11111 1111111iiIIIII 1111111 1 FI M- (MAN 4 MADE IN CHINA IN 10"o SIAJNIl'SS CEILING hitit. uticl 10 A1100' CI KING STEAMER HOOD BY owN[R STEAMER DOOR BOTH SIDES NOT TO SCALL -"' T '- AMER HOOD DETAIL _ ] A , X 18" YUA. UTR. TO HVA-1 20' X 12* E. UTR, TO EF-1 19 TRIM TO FIT SEAL & INSULATr DUCT 7 NOTE : A/C INSTALUI!- SUPPLY TEMPERATURF CONTRACTOR TO �pl vSENSOR INSTALLED BY S.C.E.S, INSTALL OWNER < cr FURNISHED HOOD M z / 33 o33 41q MD107 NOT TO SCALE F HOOD LAYOUT B 1.5* INSULATION TO BE INSTALLED AROUND BOX AND AROUND C-5 4 DUCT BY A/C INSTALLING CON TR.I. RIA DUCT 24 21 24 20 S/ADUCT 17 01024 12 09 SECURE FAN BASE 25 \� r 20 TO CURB 31 12" x 12' E. UTR. TO EF-2 15 124 21 10* 0 OUT OF BOTTOM14 GASKET TO BE TO STEAMER HOOD. 37 17 47" LONG. ON CURB 1 6 FIELD APPLIED 28 02 n29 00 SUPPLY loe PLENUM UP TO 1-1 21 AC-2 0.01 --INSTALLEDBACKDRAFT DAMPER 204 loo� INSTALLED 30 � \ � 25 EXHAUST UTR. TO EF-1 CJ DUCT TRANSITION AT HOOD 13Y INSTALLING CONTRACTOR NOT TO SCALE C3 SEE ABOVE 1.5" INSULATION TO BE INSTALLED T # 2 DETA I L AROUND BOX AND AROUND RETURN DUCT BY A/C INSTALLING CONTR, PLENUM A t NoTE: '��` i THESE DRAWING ARE DIAGRAMA71C AND ')RAW% BY: 'HECkED By ARE NOT INTENDED TO SHOW EVERY OFFSET THAT MAY BE REQUIRED DUE TO FIELD CONDITION'S. M70 �- 6-4-93 D KITCHEN AREA HVAC LAYOUT MICtWhEMED � � � i � � li i � ili i i � � li i i � ili � i i � ili 11111 11111 11111 11111 IFIM- GLAW 4MADE IN 6 CHINA N 61 - 0-ILDULE ELEI�" TR'11 CAL I- ( ' oN N L (," I )N -)HII I NOILS • txscq"l I �k)L I 'k,JkN KA till AMP KVA CONN %41(; WINN CONN CK1 NO. CH RI MARKS '\I'AN[L fOH MOICIR S I Ali It RS %IALto't - -_- --_ _.--- -IjC(Jli[.R IIAMMI R PH S4 TX - 15". P1134 11 C( VCR. 34*X,,)' .10 fJ I Iti- 4 #1.' 3,.4" A ' 9 20/2 COND. ON ROOf I.C. Is CA \2 TO VIRIIY POWIR R100110MEN IS fOR POLE SIGN 14 ROOF 3 #110 I A-29 'SO/I 30A/120V UISCONN. - EJ )AND PROVIDI. SICONO CIRCUIT AS NICISSARY. VCR oultil 120 1 18 18 #12 1/2" 12 3 2011 NIMA 5-20R -� 1,!Xil J-BOX 0 88" A.F.F. FOR SPEAKER WRING, SEE LIGHTING I Pt AN (1 2) F OR CON IINUATION. 56' 112 1/2' A-13 2011 (?)I' DIA & (1)112" DIA CONDUIT TO OUTSIDE MENTI Ill), FROM 4' JH 0 1?" IIX I 1?" 3- #12 1,12" A- 13 2011 \4 % - A.I.t. I OR MICROPHONE SPLAKI R & ffiLL. SIF NUI1 / ON 12 1111 1, OtOPKR - -#12 1,12" A--13 2011 c,, _60- 3 '-)Rt'TtJI?N & CALL SPEAKER 0 .56' AFF 4X4 J--BOX) EXTEND /VASTER DROSySjyN 10 1 3 40 io- 3--#8 3/4* A-10 40/1 CONDUIT TO J-BOX BELOW COUNTER, SEE NOTE J4. DRft SySVE10 1102 1,2 !2 10 3-#12 1,12' A-17-19 2011 SENSOR LOOP IN D/I LANE 0 D/T WINDOW, TERMINATI WIRES IN 04 J FIOX (b)6 12' A.F.F. W/1- CONDUIT UP 10 2X4 J-BOX FOR IIMIR DISPLAY AY To* 3-#12 112" A-21 2011 0 78-A.F.F. W/1- C. 10 ABOVE CLG. FOR O/T TIMER. (PROVIDE PULL STRING) __UTtjTy 1.10 48 112" A-21 2011 - 4'X4'X4" J-BOX W/S.S. COVER PLATT & 2 112* C.O. UP TWO C A&W 7 v 2,0 2.0 go' 4-#1? 112 A-23-25 2011 NEMA 5-20R 0ABOVE CEILING FOR COMPUTER CABLES. (PROVIDE PULL STRING) "01 NATER MACHINE 108 1 405 4.05 48" 4-#10 3/4* A-18-20 3012 4X4X4 J-BOX W/S.S. COVER & I- CONDUIT FOR COMMUNICATIONS I(-, C8)TERMINAfF ABOVE_ CEILING. (PROVIDE PULL STRING) HAND DRIERS 120 30 -#10 UTIIITY C,T. COMPARTMENT 40* 3 112' A-37-39 30/1 13 1.1111LITY 11 2-4 11/16" J-BOXES BUTTED TOGETHER AT 50- A.F.F. W/O AND METERING FOR D/T TIMER ------ .0 36- 3-#12 112" A-38 2011 90MUDD IiING FOR EMS CPU - SEE F5 DETAIL 2 BASE STATION VERIFY LOCATION W/ 120 t 36- 3-#12 112" A-38 20/1 EMS INTERFACE PANFL. CUTLER HAMMER TYPE "PB' 2lx38x6"=(HxWxD) MAIN SW. BD. "MS' IRRIGATION PLAN 15 UTILITY .10 1 - 3-#12 112* -22 100 Will DOOR COVER. 26' & 66' 12 A 2011 NOTE: 24' 3-#12 1/2* A-22 2011 (DHUBBELL #,262-I.G. DUPLEX OUTLET ABOVE CEILING, U.N.O. PANEL 'A' FOR COOLER ELECTRICAL - --------- _T SEE SHE. E-3 SAFE 4.10+ 1 CONNECT LOCATE STARTERS FOR TOGETHER UTIuTN 120 2 48" 3-#12 112* A-24 2011 G Fl. HUBBELL #5262-I.G. DUPLEX OUTLET 0 +24*, U.N.O. Ef -1 & MUA--I ON WALL 15 @ _ 17 - 11 23 7 Rw "%ry 1,)o 1 24' 3-#12 1/2* A-24 20/1 C.F.I. ABOVE 66" 23)15 7 36" 28 26 36 9 tAA'rR 13 2 66" 19 FIL if R 120 1 6)= 96* 3-#12 112" A-24 2011 03 HUBBELL IG830OH-S OR PASS & SEYMMOUR IG6362--OSP INFRA-RED FAUCET 120 FOR HEADSET--.-- I I - 4:11= 2o 3-#12 112" A-38 2011 C. SINK PHONE JACK FOR DEDICATED PHONE LINE FOR COMPUTER SYSTEM, 21 COFFEE 1,10 2 48* 4-#12 112" B-8-10 2011 9 CHARGER F L 36'rk w1sx8a 17 C2 15 HUBBELL #5262-I.C. FOURPLIX OUTLET AIEIO�f CEILINC, U.N,O. 79L. V(�)'_ 1 - - .- - A. 0 58". 1 (I)MX48 D-T Sys-Ey 120 1 14" 3-#12 1/2* B-8 20/1 D5 1 11 'u /B 3 L KiTCHf 1 1 2 ' CO/ 'Z .N FOS W A,G. 120 / - CONDUIT FOR SECURITY SYSTEM TO TERMINATE Sf E SH T 3 S" 3-#12 1/2- A-8 20/1 14 4 OPEN PLAN Ci_�ABOVE CEILING. (PROVIDE PULL STRING) 0 @ 66' C1 7)ELFC. CONTR. TO INSTALL CONTROL CABLE FROM FREEZER/ 1 4 III 5 KITCHEN POS W/I.G 120 z- _w_ _ 2 112* 8-20 2011 SEE NOTE #18 COOLFIR FAN COIL TO ROOF MOUNTED CONDENSER. _j 2-1- 03�4 PLAN 3-#Il - F TELEPHONE 36* �6) FLY FANS 120 1 .9 - 3-#12 1/2" B-18 2011 ISOLATED GROUND FOR P.O.S. SYSTEM TO BE CONTINUOUS FROM BOX BN1130W .9 96 (1t), LAST OUTLET TO PANEL. DEDICATED CIRCUIT W1 SEPARATE ISOLATED OR EQUAL cl 14 FIRE PULL FLN ANS 120 1 1 .9 .9 (BI-- 72" 3-#12 112" B-18 2011 GROUND W/ LESS THAN 0.5 OHM IMPEF)FNCF. TERMINATE AT NEUTRAL 33 Cr _j TO GROUND BUSS BAR INSIDE THE 'RAIN SOURCE PANEL. STATION 'f'8 E.0 E0 ALARM 120 1 .1 A 108 3-#12 112' B-26 2011 5 G.F.I. 11 v 19 INSTALL COMPLETE DETEX EA. 2504 AC EXIT ALARM W/ ELEC. SERVICE PANEL 'C' DUAL PREP LINE 20-b 1 99.3 CLG 4031/0 & 1#4 2" NRF 10 "MS" 029 - BUILT INTO 09 (SUPPLIED BY T.B.) J.-BOX 0 108* I.F.F. FOR TRANSFORMER, CONDUIT PANEL V BUILT ......... 71 0)12X4$ (2)12BX36 .300 FUTURE 120 1 12' 3-#12 112" A-16 20/1 TO ALARM 0 40" A.F.F., CONDUIT FS OM ALARM TO CONTACT SWITCH IN INTO EQUIPMENT ___01O EQUIPMENT DOOR. ALARM TO BE SUPPLIED B'.' TACO BELL. INSTALLATION, CONDUIT, (D1 NEON LIGHTs 120 2 20 120' - B-28 2011 WRING AND JUNCTION BOXES TO FIE SUPPLIED BY ELECTRICAL CONTRACTOR _j L_ 32 MINI PREP LINE 208 1 65.7 CLG. 4#2 & 1#4 1 1/4" WIRE TO *MS" E.C. TO ROUGH-IN FOR SECURITY S(STEM TO INCLUDE: C2O _j L_ 112 1 \':33) SECURITY SYSTEM 120 1 3-#12 112" 13-30 2011 ABOVE CEILING 4"X4" RECESSED ELECTRICAL BOX 66" A.F.F. IN OFFICE (FOR 12" F 7 El 40 J-BOX WTR. HTR. 'GNIGTER 120 1 CONTROL PANELS) W/(1)3/4" & (1)112" CONDUIT TO ABOVE CFIUNG. 0� -jHr - W1 1/2" C. e'A 48' 1 3-#12 112" A-')) 2011 JUNCTION BOX ABOVE OFFICE CEILING, ABOVE CONTROL PANEL, 8 L Q35 SMOKE DETECTOR 120 2 EJ] CLG. 3-#12 112" A-15 20/1 AND CONNECTED TO 20A BREAKER CIRUIT B-30 WITH LOCK-ON. +90" 11 25 -z m D FA 10 COND ON ON ROOF G.F.i. FOR WIRELESS 32 '1 L-i U: - / EF-1 IRRiGA'nON TIMER 120 1 EJ 48 -#12 112" A-13 2011 RJ31X TELEPHONE JACK ABOVE CEILING, ABOVE CONTROL PANEL. 15 SEE SHT. E-3 35' HEADSET go.. 112- CONDUIT FROM ABOVE OFFICE CEILING, ABOVE CONTROL PANEL 0 F7 f7 50 - . 203 10 2 8 0 TO ABOVE CEILING AT DISH WASHING AREA, ABOVE CEILING L 1 0 " 11(� A IN CUSTOMER AREA, INSIDE COOLER ON HINGE SIDE OF DOOR 0 48' +12" 8 25 012 39 A.F.F. AND DOWN CHASE OF DUAL PREP LINE TO 36" A.F.F. 4 21 PHONE JACK (RJ-11) AT 66- A.F.F. AND 10' FROM CENTERLINE OF (2) EO 4 11/16 J-BOXES IN NOTE 9. RUN PHONE LINE DIRECTLY INTO TELEPHONE +24" 22 (5)14X24 BOX TO RE TIED INTO THIRD PHONE LINE. 16 M F 25 12 (��r ABOVE F) PANEL A SCHEDULE PANEL B SCHEDULE (:2�7� (6) 21 I b 20 CEILING 35 __j 120/208v/3 PH, 4A PANFL A (10,000 kI-C) FEED VOLTS 120/208V/3 PH, 4W & E.G. PANEL B (10,000 A.I.C.) FEED 6 1 (2)15xm +24" 5- 12 225A LUGS LOCATION MTG. FLUSH MAIN 225A LUGS LOCATION MTG. FLUSH F c R R I C2 5 (D LU( 1117--j &ATTAGE L ; M C ti H v R L WATTAGEWATTAGE 11 m C 8 8 C WATTAGE _j 15 L-CCATION T T K K T f I Y)CATION LOCATION E T I K K T I I LOCATION Lvw C -i A PH i c PH A PH B PH C ,%A,K- 1iCOO-ER 1350 1 1 1 1 30 20 2 1 615 EXHAUST f AN #1 sHOOD LTS-REST RM 450 3 1 2 --i'l 2 2 9 960 DINING 11 25 265 3 4 615 sKITCF1FN 960 9 3 4 12 960 RM. Li PHA FH_B_r,-P-HC rl C S R R R I R S C c P I G c s R N R R s C G PH A PH B ' PH C 1350 9 + (�A+2 1350 5 6 615 *MENU BOARD 1 600 1 5 6 SPARE L 261, 1;7 600 7 20,,' 8 1400 KITCHEN POS/LG, *OUTSIDE LIGHTS 1480 i3 7 3 1000 UTIUTY COND. 3N ROOT 600 9 2500 BEVERAGE UNIT 0 1460 13 9 10 4 1000 UTILITY/2 3,0-, 10 11 L-Lj FRYER OUTLET 1800 1 11 1 12 SPARE #SECURITY LIGHTS 1360 4 11 yl 12 1000 WINDOW OUTLET UTILITY 1000 4 13 210X 14 1 SPARE *MENIJ BOARD/SIGN 500 1 2 13 14 SPARE SMOKE DETECTOR 300 2 15 30 16 1 1325 REFRiG TABLE sYARD LIGHTS 920 2 2 15 16 SPARE ORitit< SYSTEM 1200 1 17 30/ 18 1 4000 W. HEATER MACH. 0 920 2 17 18 2 900 FLYFAN 1200 1 19 20 4000 920 2 1 11 20 1000 KITCHEN POS W/'G 1600 3 21 20,'l 22 4 720 UTILITY *ROOF LIGHTS 1050 6 1 21 22 1 1 4 360 1 NIGHT LT-EMERG. 0 24 3 720 UTILITY ROOF 0 1225 7 23 SPARE ACC CABINET 11400 4 1 23 L I I 'ACO '-ABINET 1400 1 125 26 375 N.U.A.-1 0 1050 6 25 1 100 EXIT ALARM SP AR E 1 27 28 375 *BUILDING SIGNS 1000 1 27 28 1 400 NEON LIGHTS CE Ij.ACHIN CON 1600 1 129 3. 30 . 375 $ 1 1200 1 29 30 1 1 400 SECURITY SYSTEM SPARE 31 20 yu / 32 1 1350 FREEZER 0 1200 31 32 100 EMS SPACE SPARE 33 34 1350 _sPOLE SIGN 1200 33 34 35 20 1 1350 i SPARE Y, 3 36 $ 1 1200 35 36 SPACE HA!Z DR'rt , 2350 37 30 20Z 38 6 1000 -UTILITY *OUTSIDE LIGHTS 1480 37 38 SPACE F t ---7 F----- --1-2350 - 1 39 -J 40 SPARE 1460 39 40 SPACE SPARE 41 2 42 RE SPACE 41 SPACE 4 QTA!_S 7900 6200 1 7350 1 8740 6885 7110 1 TOTALS 7080 8050 6505 F - 3060 2720 2400 P- A= 16640 ___��415W 122.6 AMPS 120/209V-3 PH. PH A=10140 \ LIGHTING 224�5 X 1�25%_Cl_ 28069W PM 9= t 30 ��41 8`,W T"OTAI_ POWFP --4W PH B= 10770 24815W MISC POWER =7360 C_ 1446C, PH C= 8905 TOTAL LOAD =35429W • CIRCUITS 10 BE WRLD TH RL) EMS CONTACTORS-E5 DETAIL. 3 29W :� 98.4 AMPS 0 1201208V 3 PH. PANEL D SCHEDULE, PANEL C SCHEDULE GROUNDING NOTES RATIN OR SETTING Of PANEL (10-000 AIC. FLFU VOLTS 120/208/3 PH/ 4W PANEL C (10.000 A.1,C.) FEED AUTOMATIC OVrRCURRENT COPPER ONCE IN CIRCUT AHEAD 1 31 31 �Al N 100A LOCATION Q T G. MAIN 200A LUGS LOCATION MINI DUAL LINE M T G. OF EQ"-NT,CONDUIT,ETC,. VARE '�Jlr WATTAGE WATTAGE H 0 WATTAGE WATTAGE NOT EXCEEDING(AMPERES) SO LOCAT'01`4 K PH Al PH 8 PH C PH A PH ff -P-H-C K LOCATIOH LOCATION K PH A PH B PH C PH A PH 0 PH C K LOCATION 15 14 R R R 1 2 - 2250 600 15 GENERAL 12 1 STEAM TABLE 750 1200 12 STEAM TABLE !Om- VILTOP WARMER 13 20 600 SPARE 13 2 TBLIOP WARMER 30 10 bl._DW AUTO FILL 00 1200 TEILTOP WARMER 14 2250 14 3 1 1750 1200 15 40 10 4 STEAM TABLE 4500 15 4 1200 1200 16 60 10 M 70H COND. UNIT 1080 16 5 WTR.FIU SYST. 600 1745 HEAT LAMP 17 100 c- a y r, 4500 17 6 BLANK 600 GENERAL 18 200 6 HEAT LAMP 2440 IH 7 FOOD WALL 1200 BLANK 19 400 *RMR 1200 19 8 STEAM CABINET 600 1080 REFRIG SYSTEM 20 600 1 2440 20 9 STEAM TABLE 0 1750 1750 0 STEAM TABLE 21 800 0 1200 21 10 TBL TOP WARMER 1200 1750 0 STEAM TABLE 22 1000 210 I PLL HEATER /1 600 22 1750 1750 23 1200 3/0 ----4-._- 1200 750 24 1600 4/0 6490 10390 lo 60c, 12 TOTALS TOTALS �:B 5900 5845 2000 250MCM 6490 1 r47r,0_1 5900 1 3550 jr:3 0 1 :)H (3= 10390 TOTAL WATTS = 23660 W 65.7 AMPS 120/208V-3 PIr( -4W PH A= 8230 21500 350mcm % 6780 PAC,FIC HWy PH B= imo 3000 400MCM ' 13299 PH C= 9395 4000 500MCM 8UP P3-0276 27 OF 49 5000 700MCM TOTAL WATTS FOR KITCHEN EQUIPMENT = 29425W 81.7 AMPS 0 120/'208V-3 P11. -4W 6000 800mcm PAWL V IS PREIHSTALtFD IN MINI LINT PANEL 'C' 15 PREINSTALLID IN DUAL UNF ELECTRIC4. PLAN mmmmwmmw �I�C LDIED 11111 11111 1111111 1 FIBER- (;LAM 4MADE IN CHINA N 2.5 11� LIGHi-IND CONNLL' IION SCHLDULL SHELi N0 F- Ll3L'A►'ITAI (lf'T'w�+ MA �, ;fh •I11M NUME3fR 11'0URE 1YF'E'113ALL_ASI LAME' MUUNIING VOL-I WATI REMARKS .-� ---- - ----- __ -__ ONOUII k CONDUCTORF DOWN / SHAI I TO PRFP [INE. SEE SHEET E-1. F Slit PIAN iOR LOCATION AND NATE r,1 !AA', 1 C S S 6�SE >ieE f°ARh t WSKLL --RC'M-0400H-IP8-I NACNUIORM a SERIES RCM 400WA11 NTL HALIDE (CLE AH) POLE MID 120 460 _.__. _ -� 9 I pt*A �{ A g C4N1111:ON-1111 SIW-400-4 _-_ SPECTRA VIII_—__ 400WAIT NIL HALIDE (CLI Aft) POLE MTD 120 -460 SEF SITE PLAN (2 )FIXTURE IS SUPPLIED NTH & MOUNTED IN EXHAUST HOOD W/ PRF WIRFD J-BOX. �(2)1' PH. II (1)1/?" PH. CONDUITS TO INSIDE FpN °,PEAKERS, FOR POKER MID COMI/UIIMCA110M, UI. LISTED, *.I LOCATIONS -i Cf 11-400-4-120 SPAUI LING CAMBRIDGE II 400WAIT NTL HALIDE (CLEAR) POI I MTD 120 460 -- - - NA�;NI►tNiN II SLRILS RCT ��OPEN ( H)'1" CONDUIT DOMM S/S SHAFT To PREPARATION TINE SEE PIAN ON SHEET E-1, StE HLO*LL. RC — 400WATI MIL HALIDE (CLtAR) POLE MTD 120 460 - PkRKW. - — SEE SITE PLAN , SITE pt Ah AREA Gtl►ILrTE N10E-1111 '41M--400-1 SI'tCTRA NII 400WAII NTL. HALIDE (CLEAR) POLE MTD 120 460 2-0 4 X -0" RFUEF- GRILLE ABOVE MINI PREP--LINF. _ _ -___-__ ___.__-_ __ --__-_ _-- UL LISTED, *I IM A1111N; FIXTURE k SWITCH SUPPLIED WITH Ic MOUNTED IN COOLER PANEL. O(ONLY IF OPTIONAL MINI PRFP-UNE IS USED) 3 U S INDUSTRIES CE 11-400-M-•120 SPAULDING CAMBRIDGE II 400WATT MIL HALIDE (CLEAR) P011 MTD 120 460 I HUSKLL PRP-01505-118 PERIMAMITE SERIES HIGH POWILR FACTOR 115 WATT HPS CLEAR WALL 120 185 5 ELECTRICAL CONTRACTOR SHALL INSTALL (2)8" X8 OHM SPEAKERS W/ GRILLE AS SHOWN (CLEAR) THE CENTER OF LIGHT SWITCHES SHALL 1 IxTIE R")R — -- --- ---- - - - ON PLAN. STUB-OUT LOW VOLTAGE WIRING IN OFFICE FOi MUSIC SYSTEM IN 1/4" CONDUIT. Lc_N__o NOT BE LESS THAN 3FT OR MOPE THAN AL CET4lYTT;:KLP W1'M175MA-8 WALLCUBE 300 SERIES HIGH POWER FACTOR 175 WATT NPS (CLEAR) WALL 120 185 UL LISTED, WET LOCATION 5PEAKENS ANU MUSIC SUPPINfD BY IACD BEI.I, INSTALLEG BY ELFC1ttICA1 CONIRACTOk. 4FT ABOVE THE FLOOR LINE 3 U.S. OWSTRIES MA-15S-120-H-1-SN4-0GE WALLMOUNT 175 HIGH POWER EACIOR 175 WAIT HPS (C1 FAR) WAL1- 120 185 INSTALL. MUSIC MACHINE BY CONNECTING SPEAKER TO IDENTICAL COLORED WARES ON PLUG (W/ WIPO NUTS) SUPPLIED W/ MUSIC MACHINE AND PLUG INTO MLSIC MACHINE. HUBBELL L.U-243656 MARCO J; WATT M.HAUDE 37 WAIL Mll IIA[IUt 117 WALL 120 55 . g I E>,1FR1�17 - 5,1'",T 2 GENLYTE:LYTECASTER 33122CL METAL HALIDE 32-WATT 32 WATT NTL HALIDE E17 WALL 120 55 UL LISTED, DAMP LOCATION 3 U.S 00USIKS 11"24MI-32NHFF-M362 PRESCOLITE 32W M.H - 32 WATT MTI HALIDE 117 WALL - 120 -55 - 1 HUBBELL R;;3GNAO1-A1E-XX 2'x4' IROFFLR (3-LAMP) 1RIAP 1324011:0 (3) GEF40SP35/RS/WM RECESSED 120 85 _ 81401120 4 KITCHF% GfNLYTE/CRESCENT KLP XTIGVA340-LE 2'X4' TRO,'FrR (3-LAMP) TRIAD B240TI20- (3) GEF40SP35/RS/FW-n RECESSED 120 85 T-BAR W/ ACRYLIC LENS FLECTRICAL CONTRACTOR TO PROVIDE 3 u.S. INDUSTRIES 2J340 EXA 120 ELE LK LW 2'X4' TROFFER (3-LAMP) TRIAD B240TI20 (3) GEF40SP35/RS/WM RECESSED - 120 85 C.O. AND WIRI4G FROM COOLER SNATCH -t-- 81401120 B-11,37,39 !A HUBBELL RS2GNA01-A1E-XX 2'X4' TROFFER (2-LAMP) TRIAD 8240TI20 (:) GEF40SP35/RS/WM RECESSED 120 60 TO ADDITIONAL LIGHT FIXTURE- DINING/ ADDITIONAL LIGHT FIXTURE FURNISHED =, 'A GENLYTE,'CRFSCENT KLP XT2FVA240-LE 2'X4' TROFFER (2-LAMP) TRIAD 13240TI20 (2) GEF40SP35/RS/EW-II RECESSED 120 60 T -TAR W/ ACRYLIC LENS BY TACO BELL AND INSTALLED BY E.C. KIT�1V �—� --_ 34 U.S INDUSTRIES 2J240EXA 120 ELE LKLW 2'X4' TROFFER (2-LAMP) TRIAD B240T120 (2) GEF40SP35/RS/WM RFCESSED - 120 60 - �-^T{{ S CURITY 1 HUBBELL RS3GNA01-A1E-XX-2C 2'X4' TROFFER (3-LAMP) TRIAD 8240TI20 (3) OEF40SP35/RS/WM RECESSED 120 85 ` 1 -- D ' B14011_?0- _—_- -__ T-B.+R W/ ACRYLIC LENS D h' 1 EMERGENCY --i--- - ____ TRIAD 82401120 GENLYTE/'CRESCENT KLP XT2GVA340-LE-EMB9O 2'x4' TROFFER (3-LAMP) (3) GEF40SP35/RS/EW-11 RECESSED 120 85 W/ EMERGENCY BATTERY E LIGHTS ` 81401120 PACK I 37 - 11 M 39 I TRIAD B240TI20� u S. INDUSTRIES 2,1340 EXA 120 ELE LKLW-EL 2'X4' TROFFER (3-LAMP) 81401120 (3) GEF40SP35/FtS/Wf.I RECESSED 120 85 --.- ----------------- ----- ------- - -_ -- - - - -- --- —r— - _ — 1 HUBBELL RS2GNA01•-ATE-XX-2C 2'X4' TROFFER (2-LAMP) TRIAD 82401110 (2) GEF40SP35/RS/WM RECESSED 120 60 ___.._ I 4 EMERGENCY T--BAR W/ ACRYLIC LENS I - -_-- T f" . EMERGENCY GHTS 2 GENLYTE/CRESCENT KLP XT2GVA24D-LE-EMB90 2'X4' PROFFER (2-LAMP) TRIAD B240TI20 (2) GEF40SP35/RS/EW-II RECESSED 120 60 W/ EMERGENCY BATTERY I - - �F 3 I I �, 3 0- 2 3 U.S. INDUSTRIES 2,1240 EXA 120 ELE LKLW-EL 2'X4' TROFFER (2-f AMP) TRIAD B240TI20 (2) GEF40SP35/RS/WU RECESSED 120 60 ACK I = — a I I 1 HUBBELL LED-SIO-EM LEO EXIT SIGN --- L - 1 - n SIGNS LED SURFArE 120 6 D I 1' 3 °b r ' •" EXIT GENLYTE XL1G1120 TRITIUM EXIT SIGN _-�— TRITIUM ~_- SURFACE 120 6-' SINGLE FACE, ENERGY EFFICIENT 37 _ - -• IT 3 U.S. INDUSTRIES 300-CP-13-YPF-120-CR TRACE-LITE LED LED -- SURFACE 120 6 I I I `FACTORY INSTALLED I I 39 1 HUBBELL RS2FNA01--E1E-XX 2'X4' TROFFER (2-LAMP) TRIAD B240TI20 (2) GEF40SP35/RS 'WM RECESSED 120 60 ( j - _ LIGHT FIXTURE G 3 NTNG/ GENLYTE/CRESCENT 24FP34OAl2SS 2'X4' TROFFER (2-LAMP) TRIAD 11240TI20 _ (2) GFF40SP35/RS/'AM RECESSED 120 60 FLANGED, W/ ACRYLIC LENS I F B 3_5 FM1 3 ~ ' • -ET 3 U.S. INDUSTRIES 2F240 EXA 120 ELE LKLW 2'X4' TROFFER (2-LAMP) TRIAf 82401120 (2) GEF40SE`35/RS/WM RECESSED 120 60 I R 2 ON E Ob m MENUBi ARD 1 FLUORESCENT MENUBOARD SUPPLIED BY TACO BELL (2) 24"T12/(8)26"T12CW WALL 120 400 INSTALLED BY G.C. 1 HUBBLE MIC-007OS-259/MHS-00705-268 MICROLITER II /MINILITER 70 WATT HPS ROOF MTD 120 90 9 I , C-18- I E1 � I 18 ROOF 2 GENLYTE SBF077HLXL KLP SILHOUETTE SBF SERIES 70 WATT HPS ROOF MTD 120 90 IJL LISTED, WET LOCATION I 3 e - 1 37 L_ - - - - - - - --I I 3 U.S. INDUSTRIES SBF-07SIN-120 2'x4' POWERFLOOD 70 WATT HPS ROOF MTD 120 90 OPTIONAL D _____ °b - 1 HUBBLE MHS--0250H-268 MINIUTER 11 FLODLIGHT 250 WATT M.H. (CLEAR) ROOF MTD 120 290 MONITOR - 1 SFE ROOF (USE WITH 1 E. ab 3 1 I 9rS_ PLAN (FUG POLE) 2 GENLYTE SAF257MAW-8 KLP 250 MH FLOODLIGHT 250 WATT M.N. (CLEAR) ROOF MTD 120 290 UL LISTED, WET LOCATION MIN! LINE) - --- -- - _-_I— 3 U.S. INDUSTRIES P54F-25S-1-I-1-6x6-DB GE P154 POW2ERFLOOD '150 WATT M.N. (CLEAR) ROOF MTD 120 290 I 1,� 3 u. _ EF-3 I I HUBBLE RA2GNA01-E1 2'X2' TROFFER (2-LAMP) (2) GEF4046/ES SP35 RECESSED 120 90 I ` ab (5 1 39 I GFFICE/ - - -- — — -- 2 EMPLOYEE 2 GENLYTE/CRESCENT xT20VA2U4-LE-LMP 2'X2' TROFFER (2-LAMP) (2) GEF4046/ES SP35 RECESSED 120 90 T--BAR W/ ACRYLIC LENS J J G I D 3 U.S. INDUSTRIES UJ240-EXA-L E120 2'X2' TROFFER (2-LAMP) (2) CEF4046/ES SP35 RECESSED 120 90 I -I E _ I HUBBELL PRP-25OH-118 SECURITY WALLPACK WITH PHOTO CELL 250 WATT MH WALL 120 250 ( 3 3 B-1 M I REAR --- - UL LISTED, WET LOCATIONS I 2 - GENLYTE WP250LX-P-110-1 METAL HALIDE WITH PHOTO CELL 250 WATT MH WALL 120 250 _ a T G MANDATORY LIGHTING SYSTEM MEASURES (d) IN ALL AREAS WIIERE EFFECTIVE USE MAY BE MADE OF NATURAL I� - _- — _ -_ � J � ~ B-22 i Q W J D iLIGHTING AND LUMEN MAINTENANCE CONTROLS LIGHT,LIGHTING CIRCUITING SHALL GE ARRANGED SO THAT UNITS,IN 8-22 U ~ l_1__ I ALL FIXTURES TO BE SUPPLIED BY TACO BELL W/ 1r -- — t _ U 4. FLUORESCENT LAMP BALLASTS (AND LUMINAIRE 3 WITH FLUORESCENT ALL PORTIONS OF THE ARTA WF _RE NATURAL LIGHT IS AVAILABLE AT \ _ LAMPS AND INSTALLED BY ELECTRICAL CONTRACTOR, THE SAME TIME, ARE SWITCHED OR DIMMED INDrPENDENTLY OF THE - E1 4 4 1 LAF1? BALLASTS WHICH ARE INTENDED TO OPERA'F AT NOMINAL INPUTLjj ?. StNGIF. WEATHERPROOF GANG BOX SECURELY VOLTAGE OF 120 OR 277 VOLTS HAVE AN INPUT FREQUENCY OF 60H7, REMAINDER OF THE AREA. MIEN EFFECTIVE USE OF NATURAL LIGHT CAN 11 I � � EM2 _E1 - EM2 ANCHORED TO 2" x FASCIA W/ 1' LAG SCREWS. HAVE MAXIMUM LAMP OPERATING CURRENTS GREATER THAN 350 BE ACHIEVED THROUGH ON-OFF SWITCHING OF ONLY A PORTION H THE LIGHT SECURITY—A - - `__ - _ G LL LAMPS WI'HIN EACH OF THE LUMINAIRES LOCATED IN THE AREA WHERE LIGHT C — / 1 3. MENU BOARD - BOARD IS SUPPLIED IN 3 SECTIONS MILLIAMPERES BUT LESS THAN 500 MILLIAMPERES AND CAN BE USED 1 - U ELECTRICAL CONTRACTOR TO WIRE AND CONNECT TO POWER. 10 OPERATE FLUORESCENT LAMP TYPES F40T12 OR F96T12. NATURAL. LIGHT IS AVAILABLE, THE OTHER LAMPS IN THESE LUMINAIRES I TYP. POS MONITOR W W MAY 8C SWITCHED WITH THE REMAINDER OF THE AREA. - J 4 G.C. TO PROviCF wALL BRACKETS FOR INSTALLATION. B. CONTROLS FOR LIGHTING LOADS WITHIN THE BUILDING B-9 ENVELOPE SHALL MEET EACH OF THE FOLLOWING REQUIREMENTS, APPROVED LIGHTING VENDORS ARE AS FOLLOWS: (e) IF DAYLiGHTING OR LUMEN MAINTENANCE CONTROLS ARE INSTALLED I 4 -2-4 _ -- Li U " (°) EACH ARTA ENCLOSED BY CEILING-HEIGHT PARTITIONS SHALL_ HAVE EOR CALIF. : COMPLY NTH SECTIONS 2-5341(d), THEY SHALL HAVE MINIMUM I � 4 E1 —� -J -- SECURITY INDEPENDENT CONTROL OF THE LIGHTING WITHIN THE AREA. SPECIFICATIONS AND BE INSTALLED IN ACCORDANCE NTH THE FOLLOWING. I - E1 - 11 LIGHT CSS: (213)479-8581 (b) EACH AREA ENCLOSED BY CEILING-HEIGHT PARTITIONS -,HALL HAVE I 2 4 2 F 11150 OLYMPIC BLVD. AT LEAST ONE READILY ACCESSIBLE MANUALLY OPERATED SWTCHING 1. DAYLIGHTING CJNTROLS SHALL BE CAPABLE OF REDUCING THE GENERAL I G F1 E1 E1 4 D LOS ANGELES. CA. 90064-1817 DEVICE TO CONTROL LIGHTING WITHIN THE AREA. FOR LIGHTING CONTROLS, -- "REAllILY ACCESSIBLE" MEANS LOCATED SO THAT A PERSON USING THE LIGHTING OF THE CONTROLLED AREA BY AT LEAST ONE-HALF WHILE E1 SpECIALTY LIGHTING SYSTEM (31,,)442-4800 MAINTAINING A UNIFORM LEVEL OF ILLUMINANCE THROUGHOUT THE AREA. IT � 4 2 4 (800)727-9499 DEVICE CAN SEE THE CONTROLLED LIGHTS OR THE AREA BEING LIT. - SvMTCHING DEICES IN ADDITION TO, BUT NOT INSTEAD OF, THE 2. IF THE CONTROL USES STEP SWITCHING 1MTH SEPARATE "ON` AND I E1 _ E1 E? 24650 FARMINGTONCRESTHEW COURT 'OFF"SETTINGS FOR THE STEPS, ADJUSTMENT SHALL ALLOW SUFFICIENT v - -- - NCTON HILLS, MI. 48335 REQUIRED READILY ACCESSIBLE MANUALLY OPERATED SWITCHING DEVICES I 8-7 SHALL ALSO BE PERMITTED. SEPARATION 01• "ON"AND "OFF" POINTS TO PREVENT CYCLING. I - ABOVE UGI-IT SCHEDULE APPLIES TO CSL PACKAGE. FOR ALTERNATE SPECIFICATIONS CONTACT SPECIALTY LIGHTING SYSTEMS. (c) THE GENERAL LIGHTING OF ANY ENCLOSED AREA 100 SQUARE FEET 19 - +- T ONE-LA'JP OR THREE-LAMP FLUORESCENT LIGHTING LUMINAIRES, NOTES: 2 OR LARGER IN WHICH THE CONNECTED LIGHTING LOAD EXCEEDS 1.0 WAIT O I - PER SQUARE FOOT FOR THE AREA AS A WHOLE SHALL BE CONTROLLED FOR CALIF.: TYPE LISTED AS SUBJECT TO CERTIFICATION IN TABLE 2-53G, LiGHTING,WRING, IT 6. EXIT SIGNF TO HAVE 6' HIGH LETTERS X RECESS MOUNTED WITHIN 10 FEET OF EACH OTHER OR PENDANT OR SURFACE Et _ ._-- SO THAT THE LOAD FOR THE LIGHTS MAY BE REDUCED BY AT LEAST ONE'- FIXTURES,SHALL I 3/40TH'CK WITH 10 FOOTCANDLE FACE ILLUMINATION HALF WHILE MAINTAINING A REASONABLY UNIFORM LEVEL OF ILLUMINANCE MOUNTED WITHIN ONE(1)FOOT OF EACH OTHER SHALL BE TANDEM WIRED CONFORM T�0 MANDATOR( '' U - UL USTED AND VIBRATION RESISTANT THROUGHOUT THE AREA .A REASONABLE UNIFORM LEVFL. OF ILLUMINANCE TO ELIMINATE UNNECESSARY USE OF SINGLE LAMP BALLASTS. TANDEM CONFORM SYSTEM - J I L E D LIGHT SOURCE WRING CONSISTS OF PAIRS OF LUMINAIRES OPERATING WITH ONE LAMP L;GHT19 `�2 2 - MAY BE MAINTAINED BY CONTROLLING ALL LAMPS OR LUMINAIRES WITH ML ASURES THIS SHEET. - _ _ -- 7 I IN A LUMINAIRE POWERED FROM A SINGLE TWO-LAMP BALLAST CONTAINED I -�- - - UIMMERS;BY DUAL SWITCHING OF ALTERNATE ROWS OF LUMINAIRES, / E1 ------- _ 2 -- - ---�-_— � E1 I ALTERNATE LUMINAIRES,OR ALTERNATE LAMPS;BY SWITCHING THE MIDDLE IN A SECOND LUMINAIRE. IT �- _ _— __ ._.__ �,�_' - --- - --- T ------- TO MANAGER'S 7• USE ENERGY-SAY14G BALLASTS ON ALL LAMPS OF THREE LAMP LUMINARIES INDEPENDENTLY OF THE OUTER LAMPS OFFICE FL.OVRSCENT UL;HTiNC. OR BY SWITCHING EACH LUMINAIRE OR EACH LAMP. I - - I ----- - - -- -- -- IIENU BOARD 4 71 FOR EXACT LOCATION SPEAKER PEDESTAL IT --___ T I - OF MENU BOARD SEE OUTSIDE LIGHTS ARE CONTROLLED VIA EM` AND PHOTOCELL — I r�� — Et 11--2? SITE PLAN CONTROL (SEE 1_-4 & E-5 PRINTS) _ _ PULL CONNECLEADWIRTION TIiRU DRIVE-THRU SIGN �. ---- - --� FOR CONNECTION THESE LOADS ARE BROKEN DOWN INTO THREE GROUPS AS BY SOUND SYSTEM 19 a 4 I FOLLOWS: CONTRACTOR I 1 `F1 �.� I - - ----- /� f - - E1 T i \ OUTSIDE MENU SIGN �_t/2' CONDUIT - SIGN/SOFFITS / / 10 POAfR I -- -- --- - EM2 _ PARKING/ROOF LIGHTS _ 1" DIA TO INSIDE AT SYMBOL LEGEND I -- F -- 4A"' r - SECURITY LIGHTS I UNDERSIDE OF DT +Fri --- --- — J CABINET ly _.- - - - B- 11 LIGHTS MAY BE MANU 4LLY ACTIVATED BY USE_ OF TIMED 1" ola TO INSIDE AT - OVERIDE SWITCHES. AT ORDER WINDOW ((r�_ I ;C�r- 9 9 9 ' -- - JJ SOFFIT LIGHTING L- - �._.. � __ - - - T._ - - - - - - - I _U- Z _I_ ^ - -. 1 �'- - - -.? _�`_ � A I SECURITY- J I j - - 3" APPRUX,.--] CONCRETE SURFACE LIGHT T 7 OP/C BELOW2x4 FI_, FIXTURE_ T ` 'EMS SURFACE P.V.C. SLEEVE A EXITS TO BE PROVIDED I§d LL ELE ( I RICAL LLCENC�0CAR SENSOR I-� EXIT SIGN WITH AN ILLUMINATED EXIT �� . LOOP SIGN. SYMBOL_ DESCRIPTION0 1/2" P.V.C.- _ , (-_ -� SECURITY LIGHT -}}+-- 1/2"C - 2#12 1 1/12 GRNL ToICNS SECURITY \� -}4.4-3-'-- 1/2"C - 3/12 Z !f12 GRNC ,\ PARK ® SPEAKER _ I+- - 3/4"C 4l'_ 1f12 GRN( 8-13 f6 ROOF --- - _ _- _- -- .. __-_- - _-_ �__ �}�.; __ 3,,4'C . ;• S ,,t., .P, . PACIFIC 141NY•. 13299 _ -- T 31 4' FLUORESCENT LIGHT FIXTURES NOTE: 1'C - A 0278 r4 � POS MONITOR LIGHT FIXTURES TO BE SUPPLIED AND INSTALLED BY AWNING SUPPLIER, AVP 9 49 L J U 4 2' FLUORESCENT LIGHT FIXTURES FINAL ELEC CONNECTION BY ELEC CONTRACTOR. 2R OF NO SCA1_F NO SCALE I FD201 mmmm� L -�-� � I I MrN1.� POARD (j1JT�IijE LIGI---IT CONTROL ORDER S��' TEM w/PERE S TAS._ ELECTRICAL REFLECTED ��' EII___ IN �� PLAN SCALE: :,4' MICMi4CMED 1111111 11111 i " JILL 11111111 11 III 3 11 III I VIII 111111 3 11 III 11111111 I lily 1111111 1 I�8�7t- GL.AE� 4MADE IR CHINA IN � 1 I r� y ` NOTES . GENERAL. NOTES : _ � _ . .- _- 1 FII t XTFRIOR (,Url;nulr FOR rWRIr,t, ,,,I,In I, !,; ►eu11MIZFD NY RCXUTINr IN {;fnU4r; , 'LL f /If RIOR CONDUI P WILL BE AVA P TEL'. CONSTRUCTION & INSPECTION SHALL BE BY CONTRACTOR IN ORDER 10 N. REFER TO MFCHANICAL OWLS. FOR THE LOCATION OF THERMOSTATS, EAHAU T FANS, A)IG QTIO R 1 ELEL'TRICAI SERVICE SHALL BF 600 AMP, 120/?UBV, 39, 4W. 1. ANY FT t S ASSOCIATED W/ SPECIAL EQUIPMENT. ELECTRICAL CONTRACTOR 15 RESPONSIBLE FOR THE: INSTALI A TION OF A" I + UEI IVER TO 111E OWN[R A FINISHED BUILDING READY f OR OCCUPANCY AND 100% OPERATION. �y+ 4 -•---�--...r. CONDUITS, ,1-tfUXES, WRING AND DISCONNECT 5!MT(:HES AND THERMO;TAT J•-HG/FE. Sf=.E Mx•'r+G •.�M l� W N ' 2 CONTRACTOR SHALL CONTACT UTILITY CO. FOR UNDERGROUND SERVICE AND 2, THE SUBMISSION Of A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS DIAGRAMS OF MECHANICAL `;HTS. TRANSf ORM( R W UUIRLMENIS AND SHALL INCLUDE ALL WORK IN HID. ----- FUSIRLE FAMILIARIZED HIMSELF w/ THE PLANS & BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE I DISTRIBUTION i, CONTRACTOR SHALL VERIFY FAULT CURRENT WTH UTILITY CO. AND PROVIDE PROPOSAL FOR MATERIALS & LABOR BECAUSE OF DIFFICULTIES ENCOUNTERED WALL NOT BE �• ELECTRICAL CONTRACTOR IS TO FURNISH Ac INSTALL CONDUIT FOR tCO do TIO VOLTAGE A.C,WRIS PROTECTION OF PANELS AS REQUIRED. RECOGNIZFD it [HEY COULD HAVE BELN FORESEEN HAD PROP'-R EXAMINATION BEFN MADE. INSTALL & CONNECT (TIE VOLTAGE WIRING LOW VOLTAGE WRING CONNECTIONS ON N.V.A.G. SYSTEM PANEL BY MECHANICAL CONTRACTOR. 2\r��NQUIT AND BALANCE PANFL:i AS REQUIRED. CONTRACTOR.4 CONTRACTOR SHAT I VFRIFY 'THE SERVICE VOLTAGE W/ UTILITY CO. AND REVISE 3. ANY COST INCURED DUE TO LACK OF COOPERATION AMONG TRADFS SHALL BE BORrJF BY THE DER"CONDUIT I 10. THE EQUIPMENT ROUGH-INS AS ..HOwN ARE ACCURATE TO THE BELT OF QIIR KIIOWLftN;f `-DECO HOWEVER, IN SOME INSTANCES THE OWNER OR SUPPLIER MAY SUBSTITUTE Ok THE E(1L11i�MENT MAY / 5. STARTERS & RELATED WIRING SHALL BE SUPPLIED AND INSTALLED BY ELECTRICAL 4. ANY DEVIATION FROM PLANS W OUT PRIOR APPROVAL OF THE ARCHTECT SHALL BE CAUSE FOR VARY FROM WHAT IS SHOWN. THEREFORE, THE CONTRACT(* SHAIA. VERIFY ALL CRITICAL UIMEN`0006 WATH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF THE CONTRACTOR 'TO VERIFY THE � CONTRACTOR. OVERLOAD UNITS SHALL BE INSTALLED AS PER GIVEN NAMEPLATE REJECTION OF MATERIALS AND/OR METHODS AND ANY COST INCURED TO CORRECT SUCH DEVIATION DIMENSIONS SHALL PLACE THE STRURFSP �SIBIuTY FOR ANY STHE CO TR TOR 'T flVEO?i VERIFY FHII t I�P4N I LINE ON EQUIPMENT. STARTERS S11ALL BE INSTALLED AS PER MECHANICAL 10 THE SATISFACTION OF THE CM, SHALT_ HE BORNE BY THF CONTRACTOR. LINE OF THE CONTRACTOR. WEATHER! '{R001 5. TRADE NAMES ARE GIVEN TO CLARIFY TYPE OF PRODUCT & QUALITY DESIRED, SUBSTITUTIONS MAY mx C 6 RFFFR TO M-1 FOR ELECTRICAL REQUIREMENTS FOR H.V.A.C. BE MADE, PENDING APPROVAL OF THE TACO BELL ARCHTFCTURE & FNGINFERING DEPARTNF14T 11. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATE S EDITION OF THE N F.C. I-ND STATE A)40 EOUIPNIENT LOCAL CODES AS THEY APPLY. � BEFORE CONTRACTS ARE AWARDED. i ENCLOSURE 7, DISCONNECT SWITCHES SHALL BE SUPPLIED AND INSTALLED BY ELECTRICAL 12, ALL FLEXIBLE METALLIC AND PVC CONDUIT WHERE ALLOWED BY LOCAL CODE IS TO OF PROVIDED 1 CONTRACTOR. 6. INSULATE ALL CONDUIT PASSING THROUGH WALK-IN COOLER, FILL AROUND CONDUIT W/ DUCT-SFAI WHERE 11 PASSES THROUGH COOLER WALL OR CEILING. WITH SEPARATE GROUfID WIRE. - L L "CONDUIT NIPPLE Sr~_A B --� � scut. \'-I'-0'(0'01400 SEL 1` 0 N AT QVC . EN TRANCE NATIONAL ACCOUNT . . 38-4 A N D P N L , ) SWITCH GEAR ----- -PFS CCTh(> 1 TO 2 1 '2' D'a CONDl11T �_� fir!' CONTACT: PFS SALES REP. B-21 -23-25 CEILAG FOR 2 1/2' DIA CONDUIT G.C. SCOPE: INSTALL STANDARD PACKAGE, DATA CA9LE SUPPLY & INSTALL NON STANDARD TO UASTIR COMPONETS RECISTER ------ I —_T ► Co - --- t t o J 23 4--— tI --J-- ---- --'E--- -J -------- o° 7 23 23 23 (4#10IN II �— i 3/4" C.O.) I 10' 1 16• 5' �. 1/2" C. W/ 3 a-32-34-36 �� 2 aD ' CONDUCTOR CABLE (4M10 IN (/ 30AS, 2P, 15AF TO EMS ' 110 14.9 ) _ ! TO J.B. ADJACENT 3/4" C.O. / (BUSS FRN-R) INTERFACE: Irt � ( ------ I TO ICE MACHINE I PANEL ! 1 21' - I • SEE SH T. E2 (� A-26-28-30 F SEE NOTE M5 FOR WIRING (4#12 IN 3/4' C.0) F ON SHEET E4 ' M __ LOSS TACO If1>IfCRRI FUSIBLE I ON EF-2 �_ A-24 DOWN TO J 0 CABINET ~ .__. _— - M - I 6• I '�, �� 12, -__ _. F)ISTRIBUTION J IJUA-1rj w /OUTLET SEE E1 _ m / PANEL ; FF-2 �- (- F 1/2 Gj a z ( g W. 4 25 --- \ Z ppp C I 80 �� -�---- COMBINATION UGPS " � J /12 A 29 � � � r � O wP C.T. CAB'T & METER _�� ;23 3/ - IN �, • - - O I Q 3/4' C. F a .o SOCKET ' Ic (VERIFY DIMENSIONS i o =-}- ---q 30AS,3P,3 1 2AF INSTALL CONTROL ------------ - ------- D. - •� I 1 BYBiIBC 0 OFANECD ! ' �1 W/ SERVING UTILITY �- �` (BUSS FRN-R) i l `l�� SEE CONTROL WIRING � COMPANY) ly DIAGRAM MECHANICAL IOOAS 3P 60AF SHEETS (BUSS FRN-R) Ilk i J WIRE TO A-2-4-6 25i + MAIN SNATCH i (4 '21" _ABINET �---- ,' I „ FINISHED SLAB ; (3)#2 IN 1 I I J 1 1/4" CONDUIT �� `\P �� 1/2' C.O. TO 3/4' C.O.) O ! Q 1 DUPLEX OJTLET W/ ISOLATED GROUND O / I _ 2 3O i T Z W SURGE :iuPRESSOR w I _ HUBBELL !C8300H-S OR PASS & SEYMOUR IC6362-OSP INCOMING SERVICE LATERAL I I I I UNDERGROUND FEEDERS TO `'`v EF- F ; I l - J -------- ` -------- AIR-CONDITIONING UNITS AC-1 & ' f O PRONE JACK FOR DEDICATED PHONE LINE -- - ; i --------- �, \ ---------- O i I �' f — �,200 1/2's1'-o' -- --------- .-- _--------• AC-2 TO RISE AT NEAREST 1 ------ - -----� FULL HEIGHT PARTITION WALL & EF-3 � (, n BOSS TACO CABINET UNDERGROUND FEEDERS EXTEND OVERHEAD TO (BU30AS 3P 5 6/10 AF/ I I (BUSS FRN-R) TO PANELS "C" & "D" RESPECTIVE AC-UNIT. SEE SHT. E2 - ' • ' J W FOR WIRING _ 1 E.C. TO MRE� �. ,----~ +148 � ON EF-3 25 TO POWER , INSIDE ,aATELLITE DISH -\SET, TOWER DFf. E/A6 AND ROOF FRAMNG LL ELECTRIC ROUGH-IN ELEC. CONTRACTOR TO 27 / FOR LOCATION �� FOR SIGNAGE PER DETAIL a,�E3 PROVIDE 4X4 J.B. IN E.C. TO WIRE" 'OWER OPENING - -T- FROM J.8 TO \ SECURELY FASTEN t i I � T FLUSH W �� i (31+148) EA. H h0 ROUGH-;N TOWER FACE �` �' - h% CANS �� NOT TO SCALE M 70H 23 WIRE TO MA" SW!TC I." , ELECTRICAL ',rORK r (3)#4 IN 1 1/4' CON�IIT uSGN ,4CTOR CONTRACTOR ,3 ELEVA TION AT SERVICE ENTRANCE EQUIPMENT ! r rONTRACTOR TO BE COMPLETED INSTALL ROUGH-IN =R+OR TO ENCLOSING TOWER & ! I , CANS IN TOWER J WP I '+,3TAL_ING S'UCCO OPENINGS l I H-21 - 1, 2 9,31 (2) PARALLEL SETS OF ! o 1/2 C.O. TO T c,CAj F 1'=1'-o" INSTALL 600A.-120/ ` N350MCM-3'. EACH--- _ �4 208V.--3PH.-4V� I � WF, 25 �SIBLC ISTRIBUT�ON PANEL i I ! RACEWAY SIGNAGE INSTALL. COMBINATION U.G.P,S. (BOAS R 60AF i --- i HVAC C NDENSATE LINE 600A/-120/208V.-3PH.-4W. I � BUSS FRN-R CURRENT TRANS- I ! INSULA SEE DET. IlA6 ( ) I I (SQUARE D' - OMB FUSIBLE PANELBOARp � / � � SUPPLIED/INSTALLED FORMER (CT) CAN RATED FOR USE AS SERVICE ENTRANCE EQUIP'T.) ! J (TYP. 0111 HVA(; UNITS) TOTAL CONNECTED LOAD CALCULATIONSAND METER SOCKET / 21 , �Q �� BY CONTRACTOR-TYPICAL +- PER SERVING UTILITY - - -- - - -- - - - - -- - -- -- - - -- - - - -- - --- -- -- - -- - -- - - - -- -- ! t �l� n�` i — COMPANY SPECS. 600A 3P1 2 3 4 5 6 WEl EQUIPMENT I LIGHTING ',V/ MISC POR IR COND W/ OTAL WATTS DESIGNATION LCL W,(TS WATTS LCL WATTS Ll__l i � 600A --- '-- SHORT CIRCUIT PROTECTION_NOTE, PANEL A 4:,620 49,620 �. --- -- IPfJ-RK - THERE SHALL BE U,L. LI_ LD SFRIES 28, RATING BETWEEN CKT. DREAKERS ` ' 20 OAT 1 200AT 1 20 OAT 1 10'TAT 1 70PAl 1 71 �T \ j 069 7,260 35,329 J J J J J J PANEL 8 LOCATED Al THE FUS;dI_E DISTRIBUTION c I JI PANEL C 29,425 29,425 PANEL aND THE DO'NNSTREAM 10k __ I -- --- ------- ORAWh er: A.I.C, RATED CIRCUIT BRFAKERS AT i 25i r ' PAt1EL D 23,660 23,660 PANELS "A", "B", "C", & "D" BASED ON THE MAXIMUM FAULT CURRENT AS __ _ _- _ ._-_ _. _.___ _ - L_- _ i 21 24,750 24,750 � - -- - - -- - --- - - - -- - - -- - - --- - --- -- - i \\ , AC 91 _ DETERMINED AT THE SERVICE ENTRANCE. 1 #3/0 CU. EQ AC X12 " 32,850 32,850 r� o BOND PER N.E.C. i , -- 250-79c o n o _ a o �_ zlJ TOTAL WATTS 195,634 �� -- - m m �� i� in i J 21 J 21 i ct?SME UIl) \ 195,634 WATTS_ 534.0 AMPS 0 120/208V 3P 4W a v v c� ---- 6 ` cv �r c� k c� xi ---------- - — ---- -------- f--�1 ---------- THE EOuIPMENT RATED FULL LOAD AMPS AS STATED ABOVE IS T,, , _ FOR THE WORST SCENARIO OF THE EQUIPMENT '10 BE INSTALL UNDERGROUND SERVICE LATERAL 3/4"C. - 1 #3/0 CU GRND r J INSIDE - - ------ �� 1. -=__,-- --- 29 _- -- "--""- - _ __ INSIDE TO UTILITY TRANSFORMFR PER SERVING PER NEC 250-810-d. �— ------ -�-�-INSTALLED ON THESE PROJECTS, UTILITY COMPANY SPECIFICATIONS (OWER • T>IIS LOAD 15 CALCULATED ON A/C UNIT 10 BE RATED 3/4"C. - 1 #3/0 CU BOND TO C.W. — AT 55.0 FLA. 208V 3PHASE. TF;!S LOAD FACTOR COULD PIPE PER NEC 250-800 K4.TLL µGE BASED 00+ EQUIPMENT USED NOTE: ALL WIRING SHOWN SHALL MOUNT A W.P. TWO GANG BELL BOX FOR OSA TEMPENATURE �.LI- I'nl!! i, I';�.!II,I_ I'PI{1_L p.( 1 ar . ' TN15 LOAD IS CALCULATED Ufl A./C UNIT TO BE RATED PACIFIC HVVY 13299 BE COPPER TYPE "THHN/THWN". A„ I!„ „I�• `,ENSOR AND PHOTOCELL, ON SOUTH SIDE PARAPE' WALL FACING NORTH. KEEP BOX 1' BELOW ROOF FLASHING AND AT 73.0 FLA.. 208V 3PHASE. THIS LOAD FACTOR Cfy11 D BLIP15' 93-0276 CHANGE LASE( U11 EQUI?ruENT USED. 29 OF 49 AWAY FROM EXHAUST FANS. I.FAVE 36" OF EXTRA CABLE "M!UH" I ECTRICAL DIAGRAM 1NGLE --- LINE DISTRIBUTION DIAGRAM `100E- ELE- C TI-� ICAL [- LAN L_ Mt MED III � � ILII ' � I � III ) IIIIIIIIIIIII 1111111 � ) III I VIII ( VIII I I � ii ! il I VIII IIIII � I I1 Flm_ G!.AM 4I MADE IN CHINA IN f ' FA► #IL-0 Rf tw► fI;Av'k)NAL PRIOR TO OCCUPANCY CAUT10tj � (=!4 " 16' SpL,Ai\; 8' n I-BOXES MOUNTED 50" A.F.F. TO THE BOTTOM OF Box I IBIS 13UILDING IS ON AN ENERGY MANAGEME=NT M tiQJ T TQC NO MVDO RING, SEE Of TAIL EMS CPU Wit ! PF `�IIRFACr ". INII P .N MANAGfR'S Oo � INS1ALItC, BY SCES :SYSTEM. RI-FORE DOING ANY F=LFCTRICAL WORK CONTACT: AT TNf i. NiT' �v ELECTRIC AL :i�N112ACTOR, T11E 12 x12X6" PULI BOX IN 111E ATTIC: MAY N+ DELETED IF .,`:� ,`, a, •� WEFtUNS ARE MADE TO THE INTFRF ACE PANEL. r SOUTHERN CALIF. ENERGY STYSTEMS `4) MOUNT A 4" SQUARE 90X WITH A TWO GANG MUDD RING AT 5'-6" FOR EMS OVfRRIDF SWITCtirs. (818) :303-3517 W,�;,.f MOUNT AN 8XS%4' WEATHERPROOF ENCLOSURE ON PARAPET WALL. ELECTRICAL CONTRACTOR SHALL E'L'L L AND IDENTIFY "if L-,QUID LINE SOLENOID WARLS I•ICOM THL: WIC/WNF EVAPORATORS TO THE 8\8X4" ENCL. ON RC\OF. .ti S IS NOT REQUIRED, IF LIQUID LINE SOLENOIDS ARE INSTALLED AT COMPRESSOR W C� TROL COMPARTWfNI SEE DETAIL. 1@ �bl? INSTALL SINGLE GANG J-NOX, FLUSH MOUNTED AT 7' A.F.F. IN DINING ROOM AND 7' A.F.F. IN KITCHEN. LEAVE 36` EXTRA CA3LE FROM .+-t3UX, EMS CONTRACTOR SHALL PROVIDE AND INSTALL THE AIR --�� TEMPERATLRE SENSiRS `J DUCT TEMPERATURE SENSOR (PROVIDED AND INSTALLED BY EMS CONTRACTOR) AT THE SUPPLY AIR PLEUNJ. ELECTRICAL CONTRACTOR SHALL LEAVE 36" EXTRA CABLE AT J-BOX. MOUNT A W.P. TW ^ANG" BELL BOY AOR OSA TEMPERATURE. SENSOR AND PHOTOCELL, ON SOUTH SIDE PARAPET WALL FAC ti.. Nt?h1Tn. KEE► BOX 1' BELOW ROOF FLASHING AND 15' AWAY FROM EXHAUST FANS. OO LEAS 36' OF EXTRA C49LE. ®0© MOUNT SINGtl. GANG W.F. BELL. BOX WITH 1/2` K.O.'S IN WIC/NAF ON BACK WALL AS INDICATED ON DETAIL O OO BOTTLIM LSF BO% Lffl WITH BOTTOM OF COIL. LEAVE 36" EXTRA CABLE. 11 O 13 10 INTERFACE PANEL ENCLOSURE AND COVUR SHALL BE PROVIDED BY SCES AND INSTALLED BY THE 14� t5 Iis ELECTRICAL CONTRACTOR. INTERFACE PANEL ENCLOSURE SHALL BE CUTLER-HAMMER TYPE "Pt3" OR EQUIVALENT 21"08%6" (WXHXD). ENCLOSURE SHALL BE FLUSH MOUNTED. SCES WILL PROVIDE A UL LISTED _ BACKPLATE WITH TERMINAL BLOCKS, TRANSFORMERS, RELAYS, AND LIGHTING CONTACTORS FOR THE PANEL. --� -� I N TF RF A PANEL I r - p cPu 0 ' 1t y) I l 0 t1. LE''FT HAND SIDE OF THE INTERFACE PANEL IS FOR HIGH VOLTAGE AND RIGHT NAND SIDE IS FOR LOW t 1e - 11 8 I� 3 VOLTAGE. ELECTRICAL CONTRACTOR TERMINATES ALL LIGHTING CIRCUITS TO CONTACTORS, SCES - ? ® 21 _ � Q I I y TERMINATES ALL LOW VOLTAGE. --- J 3 Z I - C - J r � I 1? RUN CONTROL CABLE FOR Ml1A AND EXHAUST FANS INTO MOTOR STARTER CONTROL PANEL. EMS J I I CONTRACTOR WILL PROW,IDE & INSTALL CONTROL RELAY, LEAVE 36" OF EXTRA CABLE. SEE DETAI - - I I I F----� J 6 I I 13 RUN CONTROL CABLE INTO STEAM TABLE SCR ENCLOSURE. LEAVE 36" OF EXTRA CABLE SEE DETAIL l 1 LsJ 12 p I I I I I I I 14 RUN IZENSOR CABLE INTO STEAM TABLE HEATING ELEMENT COMPARTMENT FOR HEATING ELEMENT WELL J \ J 1 O 4 t9 I I ( I I ( I O II i SENSUrc. LEAVE 5' OF EXTRA CABLE. � _ I 9 I MUA I i WIF i i WIC i III 'S ELECTRICAL CONTRACTOR SHALL ROUTE TACO CABINET CIRCUITS THROUGH EMS CONTACTOR IN INTERFACE MUA WIC �W1F E-2 KIT A/C FE-1 E-3 DIN A/C J L - J L I 2 1J J 18 14 u i PANEL. SEE DETAIL �] - ROOF I I I I T 1 g � L- - S _ -0 11 / � R 19 ---- _ 0 16 ELECTRICAL CONTRACTOR SHALL ROUTE ALL LIGHTING CIRCUITS (EXCEPT NITE LIGHTS) THROUGH EMS IN " O I INTERFACE PANEL. RUN (6) 3/4" CONDUITS FROM PANEL B (LIGHTING PANEL) TO EMS INTERFACE PANEL 1/2 C. 5 O 1/2-C. J 9- - J 6 O 1 ? u I I FOR LIGHTING CIRCUITS. WIRES ARE TO BE MARKED WITH PROPER CIRCUIT NUMBERS AND TERMINATED o0 TO APPROPRIATE LIG►ITING CONTRACTOR AS SHOWN BY DETAIL © - _ MAIN 21 1 1/2"C -- �3 J STEAM _� 19 I LL 17 RUN CONTROL CABLE INTO MINI-LINE SCR ENCLOSURE (IF APPLICABLE). LEAVE 36" OF EXTRA CABLE. ?1 1/2"C. �\ 1/2"C, MINI-LAE 5 LINE I O 18 RUN SENSOR CABLE INTO MINI-LINE HEATING ELEMENT COMPARTMENT FOR HEATING E;_FMFNT WEt.t- SFNSOF' -- ----- —�-- P i -- 1—'— �� —� (OPTION) I-- O (IF APPLICABLE). LEAVE 5' OF EXTRA CABLE. t8 16 17 18 11 20 log 50/(2)(3 4 r 2 19 RUN A/C CONTROL CABLE INTO RTU CONTROL PANEL. LEAVE 36" OF EXTRA CABLE. 1/?"C � 21 �? 9� 10 11 7 I KI 1_CHEN A/C ty2J � \ ,,��''�� I EF-1 � 20 RUN 1/2" CONDUIT FROM PANEL "B" CIRCUIT 32 FOR EMS POWER. DEDICATED CIRCUIT WITH GROUND. 12 J 15 `EJ --t 1/4"C. --I 1/2"C. .1/2"C. _ 1 .— --1 . 1/2"C. i 21 ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL EMS CONDUIT AND CABLFS. - - — - CEILING 6 3/4"C. -1 1/4-C. • " Q _I EMS CABLES FURNISHED AND INSTALLED BY E. C . EMS 2 3 4 g � 7U � I L __j _ CPU Q PANEL PANEL. INTER- r rl -C6) �— S1�M�_ _ CABLE DESCRIPTION "B" "A' FACE I I 1 a 18 -__ I_I 4 -- —_-- - LL PANEL LJ) J I J J J J I I C 1 18-3• OUTSIDE AiR TEMPERATURE SENSOR TO EMS CPU 9 -- - 18-3• WALK-IN-COOLER TEMPERATURE SENSOR TO EMS CPU J -- I------ -- J W V�J 18-30 WALK-IN-FREEZER TEMPERATURE SENSOR TO EMS CPU O O --g 103 to J 13 17 (a 6 6 6 z !� 18-3• KITCHEN ZONE TEMPERATURE SENSOR TO EMS OPIJ 15 16 � ❑ W V) 18-3• KITCHEN HVAC SUPPLY TEMPERATURE SENSOR TO EMS CPU INSULATED COPPER GROUND - I 5J GROUND TO BLDG. GROUND 10 11 I-- AT MSB (SAME LOCATION 18-3• DINING ROOM ZONE TEMPERATURE SENSOR TO EMS CPU AS POS GROUND). --- `D 18-3• DINING ROOM HVAC SUPPLY TEMPERATURE SENSOR TO EMS CPU - FLOOR 18-3• STEAM TABLE TEMPERATURE SENSOR TO EMS CPU I I - - - 10 18-3• MINI-STEAM LINE TEMPERATURE SENSOR TO EMS CPU (IF APPLICABLE) AI 18-3• ANALOG PHOTOCELL TO EMS CPU -- --------- I O I I 2 20--8 EMS CPU (OFFICE) TO INTERFACE PANEL I DINING A/C #1 13 20-8 EMS CPU (OFFICE) TO INTERFACE PANEL L - - - - - J 20-8 EMS CPI,1 (OFFICE) TO INTERFACE DANEL 15 20-8 EMS CPU (OFFICE) TO INTERFACE PANEL (16 90-8 EMS CPU (OFFICE) TO INTERFACE PANEL 20-8 I OVERRIDE PANEL TO INTERFACE PANEL AJ I 18_3. MAU-1/EXHAUST FAN-1 TO INTERFACE PANEL ( T - ;9, 3. WIC/wiF 8 x 8 x 4 ENCLOSURE TO INTERFACE PANEL a„w 81 - 20_8 I STEAM TABLE CONTROL. PANEL TO INTERFACE PANEL 2 � 20_6 KITCHEN a/C TO INTERFACE PANEL _ 1 — 22 20-6 DINING A/C TO INTERFACE PANEL 23) 20-8 MINI-STEAM LINE TO INTERFACE PANEL (IF APPLICABLE) *SHIELDED CABLE — DO NOT SPLICE. c/;IFIC HM , 13299 jp 930279 MATERIAL LIST 30 49 18-3. BELDEN 8770 OR FOUIVALENT 20-6 CAROL 05486 OR EQUIVALENT - 20-8 I CAROL 05488 OR FOUIVALENT -_ _ _---- CONTROL CABLE SHALL CONFORM TO THERMOSTAT MULTIWIRE CALOR CODE. (� I (- (� f 1 I I�� J [-� n ^ ^ �- ^ ^ �_I FLOOR - O O n PLAN �\ r` I r I E I D I A IVI IVI I I \ I f 1 I �J SCALE: 1/4” MIMED I � III � I VIII III � III I IIIIIII I � III I VIII I 1 III 111111 I VIII I IIIIlII I hill Iflll , l + 1 F=R- l CLAW 4MA'DE IN CHINA IN > I . ; Y I MAC. STARIFII BY NATIONAL HVAC SUT'I'I If R & CIRCUIT BREAKER INSTAI I E I) I3Y F.C. t (I YPICAl.)- i 208/240-)-60 [ FMS CONTROL RELAY - -- - - 1 � f 8XBX4WP BOX WITH 24 V 6D NTH -----,- -- ---__ _ r __--- F LIGHT II COMPRESSOR ON—OF ROOF SWTCH WALK—IN COOLER TEMPERATURES MONITORED/ HOD lsc. swrcl{ \ \ BLK RED [MS CABLE FROM I/F PANEL I I I r- �� --1-- F FF-1 M U AArnc OUTS'DE I N'ALK-IN KITr""EN DINING DINING i STEAM PHOTO-- 1 _l A R REE'ER SU ' Y ROOM ROOM TABLE CELL 1 CONI - 120 V - TEMP TF�1P TET' ZONE SUPPLY WATER 10 M U A — 1 /E F— 1 C 0 N 1 R 0 L 6 TEMP TEMP TEMP - 4-S BOX ,-- I N - --- ill" TEE.-BAR CEILING [LLSV Q _ SWITCH I TYPICAL WIB LIQUID LINE FANS ' SOLENOID VALVE WIRING ^ � TO TERMINAL_ STRIP T - L� [- sTART I AFTER EMS WALT:—IN KITI.,HEN IN A/C COOLER ZONE MINI— A/C TERMINAL STRIP [ TEMP TEMP LINE �0 - - - O 0 WIC/WF 1 -J (OPTION) TB-2U R G Wt W2 Yi LY?� 10 - - - - - -- -- - - - - - - - - - - - AC RED __ R EVAPORATOR INSIDE WALK-IN 1 -- --_- _- ul i GRN G EMC FAN W1 W2 Y1 Y2 � Wl J RELAY RELAY RELAY RELAY RELAY 1 BR m W2 INTERFACE - — --- -. - N YEL ♦ Y1 PANEL WH GR BR RED YEL BL-UE BLU Y2 TB-11111 40 O O �� EMS O Q FROM EMS LOW VOLT _ INTERFACE PANEL 20 GA. (6) CONDUCTOR FURNISHED AND INSTALLED BY E.C. CONTROL CARD SUPPL'u"D BY S.C.E.S. - -- - -------- tLE.CTRICAL LOADS CONTROLLED ------- - -- - TYPICAL EMS TO A /C TERMINATIONS 7 TYPICAL WALK - IN COOLER CONNECTIO1 \� S ` z --- I 2, � f 12" _ n KITCHEN EX\MUA DINING WALK WALK HEAT TACO [L1 C W Q LIGHTS I FANS LIGHTS IN IN LAMPS WARMER COOLER FREEZER & R/1 [L3 0 Fi__ ]or. EMS CPU I-_ COOLER I 1-4 U _ ° ° � � n —I L C Lu U 0 0 - W o F_ z />/—� z L8 ° 0 SIDE WALL �,/ / [L sn 71-o 0 0 W T2 _a T3 Ca 0 J-BOXES WTH (2)-1 " _ a ° ° T5 K/0 ON TOP AT 50" KITCHEN DINING EXTERIOR EXTERIOR SECURITY STEAM MINI- - LTg -{� ° ° A.F.F. A; (C A/C SIGNS PARKING LIGHTS TABLE LINE ETH ° `op r - - - - LIGHTS Ty I L 110 50" A.F F. I BU BUTTT (2)J—BO}:ES TOGETHER '411,1 NO MUDD RING. - (OFFICE 109) PAGE A' 1 EMS SYSTEM OVERVIEW 113 11 8 CONTROL PANEL 4 EMS CPU LOCATION DIAGRAM 2 - FOAM AND SEAL --�� WALK—IN COOLER EMS INTERFACE PANEL - HIGH VOLT SID7 - j, E ENE TRATION & KITCHEN LIGHTS DINING ROOM LIGHTS WALK-IN CCOLER EVAPORATOR CONDUIT PER COIL AND FANS MFR. SPECS. I-1 3 28 2 + 5 •,fym• • ,• 120 V 120 v - - - — CEILING DRAIN Bf EXTFRIOR SIGNS & SOFFITS EXTERIOR POLES & ROOF LTS. _yEDCED Br. BACK WALL 9 13 27 29 31 15 17 19 21 23 25 33 3' 39 35 ;e_*;2t- 7t ; ;V� 701 ! , I. FOAM AND SEAL V 120• •1`0 t20 v t20 r •, u. . _ WALK-IN COOLER '-/ PENETRATION & ---- �� J CONDUIT PER TACO CABINET SECURITY LIGHTS _ — MFR. SPECS. PANEL A — • • 9TACO CAB .Z`;z-` - 4— Q 23 25 . � I �! .. 13299 WALK-IN — - — PAcIFIG ! v4y COOLER vr,; BVp g3-0278 SENSOR •rw•v�• •�,n0 { • „• ()F A9 120 V 1 14 112 �_) WIf� IN �7 AT WALK -- IN COOLER r.Ehf� M NAT ��NJ � --- R T J IJP 4 C � I � III � I I � III Till ► I1III ` I IIIA I D LIIMt Dill 111IIMI EVID II I IIIIIII I ALIT Illfll1 1 - C1- MADE_ IN CMINA IN 7 7 II I ` TACK Wll D 10 Uf'I'f R �-1 �" 'Al' 0V4R WOOD NAZI I k 132" OAEXHAUST HOOD AND LOWI_14 f ILII R EO Bt: POP-RIVI TI D 111 _ . . _ SUPPORTS - PLACE MECHANICAL EQUIPMENT _5 .1 r 12" 3 17/32" 1/4' 39 1/4- 39 1/4m 3 17/32' '" - - ?x6 WOOD N Al l F R _._-------_._�6 GA. GA COUNTER ----- - FLASHING BY G.C. � ----,...�"fes � - X-AIR GREASE FILTFR ., q'; N G 1/?" LIP � . GA. G.I. FLASHING 4 � 71- -- _ -- PREFORMED INSULATED Uvfk /" CONT. CANE 1 i \ J? CURB BY MECH. CONT, STRIP BY ROOFING r + MULLIONS INSTALLED BY G.C. CONTRACTOR + ry. RAIL DESIGN SPECS: BUILT UP ROOF - '.I; SPF_CIFICATIpNS � 1) MATERIAL- - 24 GA. GAI V. STEEL EXCEPT WHERE NOTED Z Z-.C- _ Z._ 9;64` 32 7/8" L.H. CUTTER 32 7/8" R.H. CUTLER - 0" 32 l/d" L.H. GUTTER_ 32 7/8" R.N. CUITFR -- X9/64" 2) ALL SEAMS POP-RIVETED AND SFALFD WITH WATERPRGOF METAL JOINT SEALER. 33 1/32" 65 7/8` T 33' 3 LOAD RANGE PER RAIL: 131 29/32" S. HOOD ENDS _- --- --- ._. .. -- ---- - - - -{ 575 67550 1100 I3'-0" 14-ON' 15'00 -0" 169 -0" (7'-O' NO SCAIF MF 20.3 1 1 2'=1'-0 MF201 1 1/2"=1'-0" MF200 HOOD LONG" ! 1-UDINAL SECTION 4 SECTION THRU RF . RAIL_ 1,3 MECH . UNIT ROOT= CURS2 FIRE SYSTEM HOOD � 132" FXHAUST DUCT - - ---- --- HVAC UNIT AIR / j 66" 66" CURTAIN DUCT --OUTSIDE AIR SUPPLY DUCT _ _ 0 =1�_ - /' �- ` ANGLE SUPPORT 2 DUCT NO7aES ` W EXHAUST -- - �- - _ �O --'- S/S GREASE FILTER /2 I 15" 15" 12 12 I 4" 7" s j MAKE-UP AIR f E V' 3/4" � (2) EACH CONNECTED TO HVAC SYSTEM VAPOR-PROOF INCANDESCENTI �5 4" \ `" LIGHT FIXTURE REMOVABLE GREASE CUP 8" DIFFUSER 4" 28" 10" 6" \� 6 2 PLENUM NOZZLES -—- --I 8" 3" DIFFUSER EXPOSED PIPING A140 NOZZLES SHALL BE 50" 3� `�--�-- PURPOSES.PLATED FOR CLEANING ME208 1 2'=1'-0" ME207 1 1/2"=1'-O" ME206 NO SCP.:.= HOOD PLAN VIEW HOOD CROSS SEI-.,r EXT. SYSTEM 6 —CONCEAL CONDUIT ----..�. ABOVE CEILING Q CONCEAL IN , SUPPLY LINE �' 4 1/16" - CONTINUOUSLY SOLDER �--- CEUNr, �\ `\ANSUL 102 OR \ � END OF CAP ON ALL w RANGECU'1RD 18" (3) SIDES 1 1.4" ASCO GAS 81/2 VALVE LOCATED E�SVEj/ 3/4" FLOOR BEHIND S/S TABLE 11 112- 6'-0" GAS LINE A.F.F. CONCEAL CONDUIT 5 / / MIN. IN WAIL T" 4'1 . 8. o r / // 14" \ REMOTE MANUAL WELDED FyHAUST DUCT SUPPLIED -- 1 0, 4" f 1 BY TACO SELL, INSTALLED BY G.C. 3" MIN. / 24 GAUGE / , RELEASE MOUNTED 4 3 N. .S. 4 3/4" _ �/ ON WALL -1 HR FIRE RATED DUCT ENCLOSURE \ 12" 14" SHAFT, 5/8" F.C.G.B. EACH SIDE ON STUDS BY G.C. 1, CQMpLEX FIRE SUPRESSION SYSTEM TO r--WELDED TRANSITION SUPPLIED ` i1>. -► 14" BE SUPPLIED AND INSTALLED BY G.C. j AND INSTALLED BY G.C. --- —_ 2. ALL EXPOSED PIPING INSTALLED IN FIELD --- \ �\ FOR FIRE SUPRESSION SYSTEM SHALL 3" MIN SPACE - -. BE CHROME PLATED EXHAUST HOOD SUPPLIED B TACO BELL r, SPOT WELD 1 1/2' O.C. I1'-0" INSTALLED BY G.C. a_ GREASE GUTTER CONTINUOUSLY AROUND -CYCLONE NOZZLES — d' 01 1/4" FLANGE / INNER EDGE OF _— PERIMETER --— U1 211 INSIDE `ACE > - GREASE GUTTER 6" MIN. EDGE OF COOKING EDGE OF CREASE NOT TO SCALE SURFACE �I- -�h GUTTER MI-209 NO SCALE OR HOOD I I OF HOOD 29 112 - - I- RE- EXTINGUISHER SYSTEM 1 � '� _ 1' 2_6_1/ --6" MI". REE . LINE TO PITCH PAN - --- -- ---- - Lo A/C UNIT CLEAN OUT DRAIN PAN - {1 PLUG P-TRAP _ RANGE FRYER RANGE DRAIN LINE SLOPE i —`- HOOD CALCULATIONS; AS REQUIRED TO / DRAIN CONNECTI(vr HOOD AREA: 42" X 132" - 5544 SO. IN. (OUTSIDE DIM) / 14 GA. 1" GALV. + NET AREA: 33.5" X 126" = 4221 SQ. IN. (NET DIM.) STRAPS SCREWED 'k*N 9Y: TO BLOCK 04ECKED BY- 4221 144 = 29.31 SQ. FT. BU1DN6 tri CFM TO BE REMOVED = 29.31 X 100 = 2931 CFM MIN. u 1 DUCT CROSS SEC. AIR = 9" X 30" = 270 _ 1,87 SQ. FT. ~' M _T4-" x DUCT VELOCITY _ 3300 NN 1785 FPM (1500 TO 2500) 1.87 DUCT CROSS SEC. AI4 = 12" X 24"= 288 = 2 SO FT Z K 144 4"X4"X8" TREATED DUCT VELOCITY _ 2800 = 1400 FPM WOOD BLKS. PLACED �/ r 0 4'-O"O.C. k ALL TURNS, xi��TOhPE ISSUE DATE-ROOF G 4- q3 / JUNCTION IN LINES. 6 FILTERS - 18" X 20" EA. = 2160 SO. IN. L ? PI4G1I-iC H�/'I 131.9'9 TERMINATE AT = POOF DRAN BUQ 93-0276 3300 9EF� �+vv8f p i 1100 SQ. IN. REQUIRED 32 OF 49 140 ME213 NOT TO SCALE '? 1.1F21O � ' HOOD INSTALLATION / EQUIPMENT LEVAT _.LIN CONDENSATE DRN . SUP . � r� 19 4 MICib MED ( � ' Il � i I � III I VIII I IIIII � I VIII I VIII ! V III I I JIII D LII I II ! IIII1I 1 FM-M- (1m 4MADE IN CHINA IN 116IIII1I i' ll 1111 I PLUMBING FIXTURE SCHEDULE CLX!) 1401 WASH WAIVR DESCRIPTION (AMERICAN STANDARD FIXTURE EXCEPT AS NOTED) a q WATT WASH R hl FU t *A TUR - -_ AMERICAN STANDARD CADFT /2101.190 EIONGATI:'D WATER-SAVER -( - �Zi1tS# 4 5 IOIL-E.T (IB' HIGH) Willi 40491.011 IAN,!: (10H COVER LOCKING L - DEVICE) AND CHURCH #5321-175 SEAT. SALALLBROOK 6540.017 VITREOUS CHINA WATER SAVOR (1.5 GAL./TIUSH) SIPHON JET t 2' 1 1,14• `- -' 2 5 URINAL WITH FLUSHING RIM, 1 1/4' INTI I SPUD, OUTLET CONNF('TION IHRL.ADED 2' INSIDE, WALL HANGER.SLOAN ROYAL 180-1.5 CAL FLUSH VAIVF - - -- NEW LUCERNE #0355 056E.R.H., WALL HANGER, VITREOUS CHINA, FRONT OVERFLOW, PRFDRII LILLED HOLE IN RIGHT HAND SIDE FOR AMERICAN - -- 1 LAVAr�� )j2• t,;?• 1 2 STANDARD LIQUID SOAP DISP. /4503,029.002----HYDROTEX SENSOR FAUCET Eli-1000 (800)922-9883, SUPPLY PIPES 02303.154, I P-TRAP /4418.026, FLOW RESTRICTOR. ALTERNATE FAUCET: AMERCIAN STANDARD 2238.582. S HAND S-1: AMERICAN STANDARD LEDGEMERE WALL HUNG LAVATORY S-IA: ELKAY PACEMAKER STARLITE COUNTER MOUNT CAT. NO. SINK ;' 2• 1/:' 1/2' 1 2 CAT. N0. 5300,124 INCLUDES: SINK, FAUCET, POP-UP DRAIN, HPSRA-150-C INCLUDES: SELF RIMMING SINK, TWA HANDIF - - I WALL HANGER. GOOSENECK FAUCET, AND BASKET STRAINER. tiCIP FURNISHED BY TACO BELL AND INSTALLED BY PLUMBING CONTRACTOR "hK I 3' ?' 1, 2"7 112' 3 4 (COMPLETE WITH CHICAGO FAUCET NO. 897) �..� POWERS - FIAT MSB 2436. jPREP 2' 1/T 1;'2 3 4 FURNISHED BY EQUIPMENT SUPPLIER & INSTALLED BY PLUMBING CONTRACTOR. ' S POT 2. 112' CO2 FILL, VERIFY 4 sw 2' (3) Y 1(3) 1(3) 3 4 FURNISHED BY EQUIPMENT SUPPLIER do INSTALLED BY PLUMBING CONTRACTOR. T LOCATION W/CM T RD I RD !~ TRAP 4• -� -- -- -- -- -- -_ -- -- -- SEE SITE PLAN FOR CRCASE TRAP SIZE AND LOCATION. NOTE: q I \2-1 I 2 CONTRACTOR SHALL VERIFY THE ---- LOCATION OF THE SANITARY - — -1 --- KID (s)iexeo liq FLOOR JOSAM N49033 CAST IRON FLOOR SINK W/ACID RESISTING PORCELAIN SEWER ON SITE PLAN AND SHALL I r1I l -- --- - � 1 ( ,.xw (' l 4'0 PVC CHASE Psi 1 SWK 3' 2' `- -' -- -- 1 -- -- ENAMELED INTERIOR, SE40IMENT BUCKET-"31", NIKALOY 3/4 GRATE-"4" REVISE SEWER SYSTEM AS REQ'U. I - - __-- L �n� I i FROM ABOVE CEILING (ALTERNATE WADE NO W-9143-16-27) SEE DETAIL 'B' SHEFTNP2 -- L TO 60 A.F.F 6( - — • � FLOOR JOSAM 1y321.3 COATED CAST IRON W/NIKALOY TOP (VANDAL PROOF TOP) � S � --�-- - -- -- -I -- .- ._1-t O 11 = SEF G 1 DRQ J' I -- -- I -- -- 2 -- -- (AL11vRNATE WADE N0. W-1313-1) - - -- - J _J 2 l_. -I WH SEE DETAIL 'E' SHEET#P2. —'� _— - n 8 I 'T WATER I RUDD GLASSLINED WATER HEATER MODEL RD40-156 OR R40-156 GAS FIRED, 156000 BTU/HR INPUT, 38 GAL. STORAGE W/ENFRGY FD 1 HEATER CUT OFF (ENERGY MISER), 6'DIA. VENT THRU ROOF, FIBERGLASS INSULATION COMB PRESS do TEMP RELIEF, RD FS 4"- I 1 FS S -) 1 PIPE FULL SIZE DISCHARGE TO OUTSIDE. 1 F I II -- -- GT - 1 2' VENT 1— - t8 FCO EXTERIOR GREASE TRAP - CLEANOUT __ __ __ __ __ __ _ WADE W-6004-Y, CAST IN W/ADJUSTABLE HOUSING, ROUND HEAVY CAST IRON VANDAL PROOP TOP. SEE SITE PIAN FOR -{-2" GA LINE S -- -- -- -- -- - LOCATION -3" (- S y� iax '� - -1 \ 1-1 — CLG. V j (ALTERNATE JOSAM N0. 58014-15) -- � � 1 csr I — - — - - - — wO0 I _ 3"-- i I WALL _ __ __ __ WADE #W-8453-R6, WITH BRASS PLUG AND ROUND STAINLESS STEEL SECURED ACCESS COVER. -J f ' C-E �n (ALTERNATE JOSAM NO. 58713) \ \ i — — r T = —„>,ex�N I -- — )- -- - ,axs ' L2 H® HOSE 1 ��2” VENT- I �� -��F -- -UR 3/4' -- -- -- -- 5 WADE #W-8604-89, NON FREEZE GALV. CASING W/ NICKEL BRASS rACF, VACUUM BREAKER. RD H 1 _ 4 ! (ALTERNATE JOSAM NO. 71850--81) - - - Im FS 7 r 4' S Fp FCO 1 L — -- - ILII I = F.L-i _ 4" I 4 1 I �--� WCO 1 R^ ( ROOF WADE pW-3003, CAST IRON B))Y, LARGE DOME, UNDERDECK CLAMP, ROOF FLANGE, BOTTOM OUTLET, 3" TO S.D. --`� - - 1 L 1 I- - - - DRAIN -- -- -' -- '- -- -- -' -- -- -- -- (ALTERNATE JOSAM NO. 28603 I - 1 FD SEE DETAIL 'F' SHEET#P2. i o n n o 3" VENT 13 12 1 3• 1 1 � ROOF OVERFLOW DRAIN _ L _ __� -- G I I m WE -- -- -- -- -- -- -- -- -- -- -- --- WADE W3232-D-3, CAST IRON BODY, DOME STRAINER, FLASHING RING, SIDE OUTLET. - 0 101/4' I 2` VENT 1 2 DRAIN I SEE DETAIL 'G' SHEET#P2 .ALTEMATE:JOSAM 24-522 DOWN WALL & I� - _ I ---7�7� SPILL R 8' A.F.F. _ 14 / 1 (5)1024' HD HUB _ CAST IRON PIPE HUB INSTALLED FLUSH W/CONC. FLOOR.PROVIDE * 3" 1 r- - _�_ 4 n Li 3• 2• -- -- _ __ I -- - __ _ _ 1 DRA!P, 1 W/FUNNEL & "P`-TRAP. - - - - DEPENDING ON LOCAL_ CODE I�J I I F� 1 D3" VEN -4' V.T.R. L I __j �- 1 2p PLUMBING GENERAL NOTES DISABLED ACCESS NOTES r _ - !! I 7I !2)ierxl ll pexer T (-Ti FD NSTALLATION SHALL CONFORM TO THE ENERGY CONSERVATION DESIGN MANUAL SThliDAQDS L')'- - - - _ _ _ _ _ - 3' m - - - - LTJ FROM NEW NON-RESIDENTIAL BUILDINGS. - -- � � - - 2" T 2" VENT- WC �J 2 C(Y.'RACTOR SHALL VERIFY DEPTH, SIZE, LOCATION OF ALL EXISTING UTILITIES IN � FIELD BEFORE STARTING WORK. 1 _ 6" PVC CHASE YO PVC CHASE ' CONTRACTOR SHALL COORDINATE INSTALLATION OF PLUMBING WORK WITH ALL OTHER TRADES THRU WALL, FROM ABOVE CEILING -- -J SO AS TO AVOID LNNECESSARY DELAY OR INTERFERENCES. 1 12' FROM EXTERIOR 10 38" A.F.F. & TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND WALL AND 12" LOCATE 4'-7" FROM WCO -- 4.ALL PLUMBING woRK AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF A.F.F. EXTERIOR WALL_ APPLICABLE ORDINANCES AND REGULATIONS HAVING JURISDICTION. CONTRACTOR SHALL THE WRIST. CONTROLS FOR THE FLUSH VALVES SHALL. BE MOUNTED 1 OBTWN ALL APPROVALS REQUIRED FROM REGULATING AGENCIES BEFORE STARTING WORK. ON THE WIDE SIDE OF THE TOILET AREAS, NO MORE THAN 44" _ 1 F G _ SdL AND WASTE PIPE SHALL SLOPE 22 MINIMUM, UNLESS OTHERWISE NOTED. ABOVE THE FLOOR. THE FORCE. REQUIRED TO ACTIVATE CONTROLS SEE P_3 E A- PLUMBING WORT( AND MATERIALS SHALL MEET THE REOUIREMENTS OF THE LATEST SHALL BE NO GREATEF, THAN 5 POUNDS. \ ED+T)ONS OF THE LOCAL ''LUMBING CODE, UNLESS OTHERWISE REQUIRED BY THE DEPT. OVERFLOW DRAIN EXTENDED \ - A CLEAR FLOOR SPACE 30" WIDE BY 48" LONG SHALL BE 2" ABOVE RD-1 AND DOVrIN WALL \ 14 �>RjcxS OF 9UILDI n AND SAFETY. PROVIDED IN FRONT OF THE LAVATORY TO ALLOW A F(.,RWARDS \ p APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJO;N OR OVERLAP & SPILL ® 8" R.F.F. SEE DETAIL 1/4" \ ��l L;;1VBtNG CONTRACTOR SHALL FURNISH AND INSTALL ALL BACKFLOW PROTECTION DEVICES F/P2 (TYPICAL EACH RD-1) FQIiIREJ BY .ANGENCIES HAVING JI'RISOICTION. AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE \ ---r -- - SPACE UNDERNEATH THE LAVATORY. \ _ 11 0LUMBING CONTRACTOR PROVIDES: CONDESATE DRAIN FRIM A/C UNITS TO APPROVED \ ')RAIN POINT, CW WATER, GAS PIPING TO UNI FS AND FINAL CONNECTIONS. - HOT WATER AND DRAIN PIPES UDDER LAVATORIES SHALL. BE \ —J \ - - pgrAlN AND PAY FOR ALL PERMITS, FEES AND INSPECTIONS REQUIRED BY GOVERNINSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP \ AUTHORITIES. OR ABRASIVE SURFACES UNDER LAVATORIES. � RD DOMESTIC WATER PIPING: ABOVE GROUND COPPER TYPE "L", BELOW GROUND OUTSIDE - FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE �� 1 OF BUI'..DING TYPE "K" WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, " GAS PIPING: INSIDE BUILDING ABGVE GROUND SCHEDULE 40 BLACK STEEL PIPE. PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO \ BELOW GROUND OUTSIDE OF BUILDING CLASS 315 SDR 13.5 GAS PIPE. ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 LBS/FT. '? LEVER OPERATED, PUSH-TYPE AND ELECTRONICALLY CONTROLLED Sa't PIPING: BELOW SLAB �'+S'�F� BUILDING, SERVICE WEIGHT COATED CAST IRON MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF HUISLESS PIPE AND FITTINGS. ABS SEWER PIPE IF APPROVED BY CODE. CLOSING VALVES ARE ALLOWED IF THE FAUCETS REMAIN OPEN I CONDENSATE DRAIN PIPING: COPPER TYPE "M'. FOR Al LEAST 10 SECONDS. I A NSULATE DOMESTIC HOT/COLD WATER PIPING WITH 112" THICKNESS AEROTUBE BY - MIRRORS SHALL BE MOUNTED WITH THE BOTTOM EDGE NOT MORE J'JHNS-MAd+VILLE PIPE INSULATION, OR APPROVED EQUALI -_ iHA.N 40" FROM THE FLOOR. IC��`- - :5' S.D. Al10VE CEILING .. 400F AND DRAIN PIPING: ABOVE GROUND INSIDE BUILDING SCHEDULE 40 PIPE ASTM A120 - LOCATE HAND DRYER OPERABLE PARTS NOT MORE THAN 40" AND LONG SWEEP ELBOWS, UNDERGROUND INSIDE BUILDING AND TO FACE OF CURB COATED BAST IRON HUBLESS PIPE AND FITTINGS. FROM THE FLOOR. I 2' TO S.D. RfEFR TO KITCHEN EQUIPMENT (EO-1) DRAWINGS FOR PLUMBING ROUGH-IN SCHEDULE - LOCATE TOILEr TISSUE DISPENSERS ON THE WALL WITHIN 12" I ng4M.' A;<D FOR ADDITIONAL WORK TO BE FURNISHED AND INSTALLED BY PLUMBING CONTRACTOR. OF THE FRONT EDGE OF THE TOILET SEAT. '•�pcfD dr 14STAJ-L SHUT-OFF VALVES ON ALL NOT & COLD WATER LINES. ALL EXPOSED LINES TOIBE CmROME PLATED. - GRAB BARS, FASTENERS AND MOUNTING DEVICES SHALL. BE RDRD - 'R ALL DRAIN, WATER AND GAS LINES SHALL BE KEPT TIGHT TO THE UNDERSIDE OF DESIGNED FOR 250 LH/LINEAR FT. LOAD. - 3" TO S.D. -- EO'JIPMENT AND SECURED IN PLACE. �- 2 M V H �17 I �r1," -9.ALL DRAIN LINES FROM SERVING LINE TO BE PIPED SEPARATELY TO FLOOR SINK. THE EQUIPMENT ROUGH-INS AS SHOWN ARE ACCURATE TO THE BEST OF OUR KNOWLEDGE. HOWF'IAR, IN SOME INSTANCES, THE O1M4ER OR SUPPLIER MAY SUBSTITUTE OR THE -1 -�- EoUIPMENT ITEM MAY VARY FROM WHAT IS SHOWN. THEREFORE, THE CONTRACTOR SHALL vERIFY A1.L CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION. FAILURE OF T14i' CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE RESPONSIBILITY FOR ANY SUBSEOUENT RELOCATION DIRECTLY ON THE CONTRACTOR. INTEIa10R GREASE TRAP TO BE INSTALLED ONLY IF AN EXTERIOR GREASE TRAP IS NOT to BE PRWOFD. SEE SITE PLAN Jj REFER TO H-1 & M SHEETS FOR HVAC AND HOOD PLUMBING REQUIREMENTS. i ALI DAA1s4S SHALL BE PROVIDED WITH P-TRAPS PACIFIC HV✓Y 13299 _ F BUP 93-0278 E_' _ U M BIN C PLAN SCALE: 14" -h" MICIWACMED 1111111 I � I � I I VIII I I � Ilill VIII I I � fll I I III I I ' III I VIII I I � IIIII I VIII 1111111 1 FTITBPJt- (MAN 4MADr. IN CHINA IN � 1 I d I" sl•Acf: A1,111 l Sl:f PIPE 1, 0 \ 1; lO ARh Ili t UNION AIMOSPIIERt \ �t WE �' __----_._St1U 1-•Of V COPPER (GAIL VAf A-) CONDENSATE WA IE R FILTER SUPPLIED DRAIN. ANI) INSTALLED HY IACO BELL WATER LINF i - 1 TYP. ALL EOUIPMEN I S.O.V. IN Y P. TO SCA1 E I'DIOh N01 1`0 �)cAl L P020o NOi TO SCAT I CO2 FILL E+U;r, VFR�FY LOUR GRAIN E GATE VALVE AND UNION C TYP . CONDENSATE DRAINJA- , fill „/4" C.W. RISER 101 1111. RLSS BEYOND NOTE: ALL FLOOR SINKS MUST BE FLUSH - - `"�� r WITH THE FLOOR AS SHOWN BELOW 1_ —F 1" = — — — -� (5)2I r i- -ill I GAS COCK 1- J I L_ — TILL WITH RD-1 -UNION GROUT - - -- --- -I J -- __ I1_ �.I — �" —_-_7 L __7 - I - I I z ! — 4"0 PVC CHASE ,C To _ r1/-1-2= - - _ _ - III SHEET LEAD FLASHING ^EQUIPMENT -- FROM ABOVE CEIL'tIG - J -- �' I I TO 60" A.F.F.- -, �7 SIDE --- _ WATER FILTER i III SEE G Pnnn SYSTEM PER -=--_ �� \ - 23 5 DET. E/P n I L'U. ��C�� - . 7-1 I rIII x te— ►' j luew FOR QUARRY TILE I �_l �l L- . _ - � I I I I HB r I _ (e)Ia4a Ili t 3/4• FJ-- 2X6 BLOCKING TYP. _ •I -- _ J L__- l_ ( li2x L i _- - - - - -) Irk- 214 BLOCKING TYP, I I o ��r-I"r - -- - -- - L o 6' DIRT 3' S.D LEG �-�nl Ilalull 3�q• / 2 `4� 10111111 3/4' - - - - - - - 2X4 VERT. EACH, HB TYF. ALL EQUIPMENT 1� 1 'lo /-1/2' C.W L7-77-If� , r- — - x r - THERMOSTATIC SIDE OF TRUSS 1 ---_ -- �_ -_. I ( � 1� ` MIXING TV VE NOT TO SCALE 3/4" H.W. o I I - OH BLOI 1'=1'-0' FUtOE NOT TO SCALE PU103 r - - _ I (800)922-9883 -- L�J youx�.00F DRAIN 1 F MOIST TRAP AT NAT. CAS D FLOOR SINK B - J r - - - - - -- - - Q SYMBOLS ABBREV DESCRIPTION BUNDLED SYRUP LINES - FOR DRINK SYSTEM S OR W SOIL OR WASETF C�1 1/4' C.W. WITH WATER METER PER LOCAI UTILITY. SUPPLIED BY T.B, IS G GASINSTALLED BY G.C. - -I- _ _ _ �--� 3 PLY BUILT-UP - - 021/2' C.W. STUBOUT FOR ICE MACHINE WITH 1/2” VALVE 0 60" A.F.F. �- r �r (:)�ex4xlr )iexaT T I j iq META- FLASHING _-- —— (I� — 11 ROOFING TO CW COLD WATER SEE LLQ J L = J --- 3 1/?" C.W. STUBOUT FOR COFFEE BREWER WITH 1/2" VALVE 0 1?." A.F.F. U' - _ � _ _ — — —L — — — JL =_ — _ _ J J EXTEND 6" MIN. _ - - - - - - - - -- -- - - - - - - - �` EACH SIDE OF .W H WA ---- — 4@(3) 1/2' C.W. k H.W. FOk POT SINGK 0 12' A.F.F. � Q ROOF DRMN --_ N.WR. HOT WATER RETURN 3 <<E 4L�G i WELL _ _ -_ — _ V. SANITARY VENT 5@1/2' C.W. & H.W. FOR PR''P SINK 0 12" A.F.F. r1 ROOF DRAIN 2 --- - WADE SD S.D. STORM DRAIN ABOVE GRADE (ROOF DRAINS) 061/2' C.W k H.W. FOR MOP SINK 0 36" A.F.F. 6" PVC CHASE-�- 3"0 PVC CHASE LTi' . __ W-3232-D-3 _- _ THRU WALL FROM ABOVE CEIIING -CD C.D. CONDENSATE DRAIN @7 1/2" C.W. k 3/S�" H.W. DOWN S/S MECHANICAL CHASE FOR DUAL PREP LINE. 14" FROM EXTERIOR TO 38" A.F.F.- ` ALT. —T I JOSAM 24522 -- -----" FCO/COTG FLOOR CLEANOUT OR CLEANOUT TO GRADE WALL AND 10" LOCATE 4'-7" FROM — @2 CAS LINE NTH GAS METER AND I INE TO ATTIC. WCO WALL CLFAiJOUT _ _ - A.F.F. EXTERIOR WALL T— H.B. HOSE 8186 @1• CAS LINE FOk 'WATER HEATER, 156,000 BTU/H, 0 6" A.F.F. _2x4 BLOCKING _ SEE _,____2x4 __/ S.O.V. SHUT-OFF GATE VALVE — !� 10 1 1/2' GAS LINE DOM FROM ATTIC TO COOK LINE. - I 1/2 EXTERIOR --' `�- S.O.C. SHUT-OFF GAS COKC @ qgK, ---- -- 11 3/4" GAS LINE STUBOUT FOR FUTURE 0 6' A.F.F. GRADE PLYWOOD C V. CHECK VALVE -�-H,4 TBG LL 7. jrth PJAN. PRESS-TEMPERATURE RELIEF VAI-VF 1 GAS LINE STUBOUT FOR RETHMMALIZER. 110,000 BTU/H, Y.B. YARD BOX -` 12 NTH 3/4" CONNECTION 0 6" A.F.F. 13 1" GAS LINE STUBOUT FOR FRYER. 122,000 BTU/H, R.D. ROOF DRAIN - -- ----- _ ONITH 3/4" CONNECTION 0 6' A.F.F. - - - AP. ACCESS PANEL --{---- --- 1 1/4" GAS LINE U.T.R. FOR HVAC UNITS ON ROOF-. Q0109 1-1/2'=1'-0" _ V.T.R. VENT THRU ROOF 14 SEE GAS RISER DIAGRAM FOR BTU/H. V.B.F. VENT BELOW FLOOR PROVIDE (2) 1" WASTE LINES FOR BEVERAGE UNIT TO -- ---- ^- 'D F DRAIN 2 U.T.R. UP THRU ROOF -- T-_-�-- - 15 FI.D., 1" AIR CAP MIN, --_ V.C.P. VITRIFIED CLAY PIPEPROVIDE 3/4" CONDENSATE LINE AND 1/2" DRAIN LINE C.I. CAST IRON - 16 FOR ICE. MACHINE TO H.D., 1" AIR GAP MIN. -- - A.C.P. ASBESTOS CEMENT PIPE — C,PROVIDE 1 1/2" WASTE LINE FOR DUAL PREP LINE TO (N) NEW ' F.S., 1" AIR GAP MIN. TO FAUCET RECESSED PREFAB METAL CAB PROVIDE 3/4" CONDENSATE LINE FROM COOLER , y (.D EXISTING 18 EVAPORATOR COIL TO F.S. DOOR FRAME WITH LOCK. MIN - - - ----------- TO �AJCET I I DOOR OPENING: 8'X 8" WITH F.D. FLOOR DRAIN SEtISOR I ' HINGES AT _EFT - -- -- _ 19 2" INDIRECT WASTE CONNECTION FOR PREP SINK (S-3) SHALL BE - H.D. HUB DRAIN SMITH #3813 DRIP FUNNEL TO F,S. (OR APPROVAL EQUAL). SETISky ATI PANT TO MATCH WALL FIN - - - -- ---- --- --- -- OFFSET FROM LAVATOP' OFD OVERFLOW DRAIN - DR40N tai TRAtISORR l ---—, CENTER LINE AS REWIRED - F.S.Y FLOOR SINK (21/2' C.W AT :i4' A.F,:. WI iE; CHICAGO FAUCET #334. ++Er�tEC BY ELECT I TO ACCOMODATi PIPING. G.i GAS LINE OUTLET ---- _- - _ ?1 1/2" C.W. STUBOUT FOR RETHERMALIZER AT 12" A.F.F.. - _ - �'� / 0 H I MIXED 'NATER TO FAUCET NOTE: w",�,D OR ,�I ' __.--_. (22)1/2" C.W. & 3/4" H.W. STUBOUT FOR FUTURE MINILINE ABOVE CEILING. - METAL - _ —� !— ---- ---- ALL WATER PIPING ` STUD 1 1 \ MIXED WATER FROM - TO BE OVER HEAD, I 1 \ THERMOSTATIC MIXING VALVE _ 23 1/2" H.W. STUBOUT FOR HOT WATER SYSTEM AT 48' A.F.F.. iHUT OFF VALVE. VLOOR f 4-- 93 PACIFIC HM, 13299 � BUP 93-0276 34 OF 49 ----- - --- ---- -- :110202 -O* P2 ENSOR TRANSF0RVP r, AB . F-� PLUMBING LEGEND SHFET N '- T'- ' f ) �_ �__1MRING I - AN -- W�, TF_ F, SCALE: 1j4" � ,' F— MICM LMED I � ill � l 1111 ! I lilll I l , illll Illi ! 111111 111111 11111 ; I Illll I IIIIIII VIII IIIII � III 1 nm- CI.A% I 4mfDE IN CHINA IN I 11 RESER OU rmx VIOU 10 ATS .--- - / I / / I AS METER rti VTR TO E/Tf'40 TO TOP / I I \ OF PARAPET HT1-1 I UR-1 r cAIER - / / /I/ I I I Le>FD-1 of / C_ �GO 1 wCO-1 I I I FS-1 1 1/2" FD-1 / S 1 ��I S-3 FUTURE S--2 / I I\ / I \ / Llt \ RETHERVALIZER r 3/4" / FD-1 110,000 BTUFRYER G / I a' 12 000 BTU 1" II -HD-1/FS-1 r I 0 G I / /'� I V 1 � AC-2 I 13" 160000 BTU I I I I / WCO-1 Al: -1 I I F -, 1 (iCCO f11U � F -t FD-1 r U C ',A I GAS DEMAND SCHEDULE (X1000) GT-1 4� —4" AC-1 120 BIU PIPE SIZED AT 90' FROM AC-2 160 BTU METER TO MOST REMOTE NOTE: WH-1 156 BTU OUTLET AND 8" W.C. FRYER 122 BTU •111)-1/FS-1 ALL VENTS TO RETHERNAL12 R 110 BTU -HD-1/FS-1 BE 2" UNLESS TOTAL DEMAND - 668 BTU ( + DEPEN!)ING ON LOCAL CODE NOTED OTHERWISE ; AS RISER DIAGRAM NO SCAIE C WASTE RISER DIAGRAM NO SCALE A WAT�R SUPPLY- U 3/4 COPPER WITH /1 THERMOSTATIC MIMING vALVE ---. [� 3-6 1 2" 1(2'1' FPT ELBOW - ---- / L- -- -- Hotry - ..►# FITTING TOWARD FLOOR V c m Q I WA.T R HEATER FLUE COLD HYDROTEX tyHBL01 (800;922-9883 ►--� PRESSURE REGULATING W �--- 3 THRU ROOF-CLASS /G I VALVE SET 065 PSI EVERPURE WATER / i 3 1 - WATER SUPPLY TO "B" GAS VENT W ----COFFEE & ICF, _ 3 4., �_�I I `�, FILTER SYSTEM � - t PVC CHASE r--, MACHINE 1 ''' WITH --� I I HE� 1 L 1/2' FPT ELBOW ROM ABOVE CEILING \ J I \ FITTING TOWARD WITH 45 DEGREE STUBOUT COMB. Tdd' RELIEF �� ' / n FLOOR \ I VALVE PER LOCAL 1 1/4" / L_L_ --I CODE �- 1 01 J � i \ - S.O.V. IN Y.B. 4" DIA PVC' CHECK VALVE �i/ s I 3/\ ol, I, \ 2'-10-_ s-2 d 2X4 WALL �_1 � � - 00 co \ i 4. 0 RUN T&P TO MOP / I� l� �v sa►.5 y 10 FIN. FLOOR SANK \ BAG-N-BOX RACK 0 �I� ( �� \ C/ !S 3 / WC-11 � -�_9♦ THEA _...Fru �— - -- FULL SIZE DIRK LEG WALL SECTION 3/4" DRAIN 39 1/4" _I ELEVATION -- NO sCALE / 1 — ;� ai I NONE ')CAI E NONE PD112 - 1 , YRi JP RACK H F WATER HEATER PIPING D 22 EVFRPURF WATER \ TO DRINK FILTER SYSTEM ---SY STE M 4"0 PVC CHASE / TO COFFEE & ' F ROM ABOVE CEILING -\ WATER- _ / ICF MACHINE � w WITH --bol - 45 DEGREE STUBOUT �\ INLET ----( -- - / �� NOT cRAww er ALL WATER PIPING aAoNc r1K TO BE OVERHEAD � < , M70H 2X6 WALL - - -- � Irl , FR wL NoASEQ FIN. FLOOR r EVERPURE SYSTEM - - I (3 .- 4- 4_3 #9437- 11 NOTEO 15 CLEARANCE 5-3 S-4 i%LLiFIG HWM.. 13299 WALL_ SECTION - TO BE SUPPLIED BY TACO BELL AND INSTALLED BY TACO BELL.(K-WAY) \' � \ �`� _ --�` ` � - � � OUP 93-0278 35 OF 49 SCALE: NONE PD210 SCALE: NONE / IN �- �� > r1 �, , , No SCALE l E-) �� f� �J f= ��; I I ASE �`, WA l I f� f I �_ I E- R �) YSTEM E H -0T & C0LD �NA TER RI � EFZ L)I AGi ' AM E ' 0 19 4 MIC MED ' lllll � l VIII IIII � II I IIIIIII MA0IIIEl 1114' ICHIIN IIIII I � III I VIMIII IIIIIII I IIIIIII I VIII IIIII � I 1 FU*R- (1L.AtIS 1 1 1 1 I Sk Iff R __W3T4j7gj REMARKS -GC is r1c 0 ut hu 1k)AR0 AT SIFRVING COLINIIR 0 0 P a P ImAn BY SEATING VENDOR F_i�O OMAN wh0ow SILL OPTIONAL) 3 0 TRASH tINCILLISLIkE SEE DIE TAIL I)IIS SHEET FOR DIMUNIIiiONS AND FINISHES FRAMES, BOOMS AND SETTEES. NOTE: EXPOSED BOOT11 BACK TO BF NISIIFD W1 LAMINATE I LOT 0 St A TWG P ACK AGE Sf ATING VENDOR INCLUDES TABLES, F1 W" C"IER TOP SEE DETAIL Al2 (KNEE WALL & SUPPORT PROVIDED By GO— NMDER *&I/PLANIER SEE DECOR Pt AN FORL_FNGT_HS AND DETAILS l)fIS SIIFFT 9 1 LOT 0 mOSATALITY RAILS SUPPLIED AND INSTAUID BY SEALING WNDOR 0 FL04R BASKETS (INDICATE] DECOR PACKAGE) G.C. TO SUPPLY WOOD BRACKET SUPPORT PER DETAIL THIS SHEET — NOTES: 2 0 0 SfRAns (INDICATE DECOR PACKAGE COLOR) I.WOOD AC(TNT STRIPUS SHALL BE CONTINUOUS 12 1 LOT 0 o MAJNMADE PLANT MATERIALS SUPPLIED AND INSTALLED BY SEATING/I)FCOR VENDOR TO WINDOW FRAMES. SET 2.M--I FINISH AND ACCENT STRIPES SHALL BE i - 0 FRAMED ARTWMK INDICATE DECOR PACKAGE . 14 �oipf) 0 0 wm 81x40s (OPTIONAL) FOR FRONT ARCHED WINDOWS AND SIDE WINDOW WALL SYSTFM CONTINUOUS TO FRONT ENTRANCE. FRAMES 1THE USE OF CORE DRILLED SEATING 15 PRO- SP ARE HIBITED WHEN A POST TENSION FOUNDATION 16 1 O O SELF-SERV SODA SUPPLIED AND INSTALLED BY TACO LOT 5BEU_ 15 UTiUZED. SEE SHEET A-2. I-I! - - 4.ALL DECORATIVE MATERIALS SHAM BE I SIRIPES(WOW STRIPS) WOOD STRIPS PAINTED TO MATCH L.AMINATF COLORS PER ID2 77r�Miea:A T_ INSTALLED AND MAINTAINED IN A FLAME sp Of RETARDANT CONDITION. �p ARE 20 O --0 _FDRINK SYSTEM PANEL 21 (OPT.) O 0 CbLING FANS (OP T AL) CONDIOENT BAR SUPPLIED AND INSTALLED BY TACO BILL SCHED-0 22 1 07 DECOR SCHEDULE 7_1 k ,----SEE PLAN FOR WIDTH --PLASTIC LAW. c14 0 V_ (LP—I) ACCENT STRIPES 2' HALFROUND THANK YCAJ 1/2-RAD.(TYP.) ILP-3.LP-4.LP-5) :'LASTIC LAM. --PLANTER BOX 'LP-1) LP-3 Lo b 04 ROUT DOWELS TO ACCEPT 7 BACKER BOARD & FASHION SAND STEEL BASE W/ GUIDES 2 1/2' HALFROUND SIDE ELEVATI)Pq FRONT E�VAIION -LP-3 1'-10" -1/40 CHROME ROD �- - i II 1 1/2' HALFROUND C —&--LP-4 LP-5 28 L - - - - - - - i 2 1/2m HALFROUND 0 PLYWOOD NOTE: -_ - _. I cn' A _LP-1 OVER 1/2 REFER TO SELECTED COLORWAY 20 HALFROUND -7 AND 2X4 STUD WAIS FOR FINISHES do THEIR LOCATIONS 2" X 2' STEEL POST 7 _1 C) �_FINISH FLOOR 'TL X- 121 3 SCALL: 3'-1'-0' DC210 SCAM 3/4*-1'-0' DC201 PLAN SCALE: 1/2*-1'-0' SERVING AREA 102 z WALL DECOR G DIVIDER WALL D TRASH ENCLOSURE A - - - - - - - - L L L L 77= L < Z J < I i r DINING ROOM wL-i FINISH L j TO END AT THESE POINTSas SEE SHEET A-11. 3/8-DIA. TOGGLE 1-5 (D z BOLTS (2 EA.SIDE) - - - - - - - - - - - - - - - - 0 � � ID, M WALL UNE Ww ------------- 18 13 22 C5 �I�3 6 IV I I (3)6d FINISHING c NAILS (TYP.) T I - IDI T CUSTOMER AREA IV L 61: cm__= I =:I 101 H, 12101 if 2X4 FRAMING (TYP.) FURNISHED ANDA" INSTALLED BY G.C. 0126 L NOTE: JEJ w ❑ WALL BRACKET MOUNTEDAT 5'-8"A.F.F iO FRONT ELEVATION AND PAINTED TO MATCH WALL FINISH SCALENTS DC202 SCALE:1 1/2*-1'-0* 6 =Pft12 3" CLEARANCE BETWEEN El 171 H J WAIL/SILL AND SETTEE/ WOOD BRACKET /C 0 CHAJRS(TYPICAL). A DIVIDER WALL ELEV . H E B ( % (o 60 54 60 60 57 14 14 A PLANTER BOX V-10" PLANTER BOX WWMIENT ARRANOMM13 71 iv LINE W/LP-3 1/4- CHROME ROD 6 66 I- Kmws. 1/2 PAN. 4' DEEP 6 DINING AREA C4 2- %KKJNSc 1/9 PAK 4* WEP PLASTIC LAM. F 7 r— 7 3- swn. 1/3 PAN. 4'DEEP 100 (LP-I) 4- FM&- IA PAN. 4'DEEP L THANK YOU 5- 1101 SAUCL 1/1 Pew. e- DEEP -TO SUPPORT ROWER BASKET ACCENT STRIPES I 1 7 1 1 7 1 6- W.D SAUCE 1/e PAN. 6' MEM G.C.TO SUPPLY AND INSTALL (Lp 25 5 60 60 PLASTIC LAN. I 1 1 4 7- NAPKIN IMSP. H18 14 H 14 JH I H18 lio 45 DEG.WOOO BRACKET AT H 11 E F5T6 1 1. Ln Lri 5'-8'A.F_.F.(PA1NT TO MATCH 4 -10' -PLANTER BO WALL FiN H.).BOLT FLOWER DRAN BY; 16 CONDIMENT STOPAGE W/ FLUSH LAMINATE AND OAK CAP BASKET TO BRACKET T'YP- 01ECIaD Ir 4'-6- X W/ PLASTIC HH ICAL BOTH FLOWER BASKETS C-4 HIGH CHAIR I I Twj MOUNTED DOOR & SINGL.F SHELF SEE DETAIL B, SH T. 01 LL STORAGEROD BOOSTER CHAIR STORAGE M 70 VATION STEEL. BASE TION PLANTER cl 0) 04 0 100 W/ GLIDES FRAME S-6- _ - N F-1 F--] ' - - 2' -6. 2' b LP-3.4,5 IN NOTE: 1-1 1-4 REVERSE UNIT 1'i' Z.111 ALSO AVAILABLE 6 -4-93 ><- .L --_j -FRONT SIDE _-- __ ______ _ 3 �-2'-2' _-1--_�-STEEL BASE v't :r�'` PI-1 4 C4 6'-4- W1 GUIDES SCAL-E. 1/2*--V-0' DC212 SCALE: 0207 SCALE: NTS 1. • 68 SEAIS I D 1 DRINK SYSTEM ELEV . J TRASH ENCLOSURE F CONDIMENT COUNTER PLAN C SEATING DECOR PLAN oxoft"wy 1"" - BUP 93-0276 1#3 ()F 4c1 MIC1j1 ' " 1jMED 6 VIII j1 1111111 ,611111 11111111 ! FM- [.Am 4MADE IN CHINA IN DECOR SPECIFICATIONS 90A COLORWAY AND SPECIFICATIONS 90B COLORWAY AND SPECIFICATIONS q0A COLURWAY AND SPECIFICATIONS HUSPIIALITY RAIL 906 COLORWAY AND SPECIFICATIONS SEATING PACKAGE TYPE: 2' NAMI TER TUBING Sf RACE COUNTFR TOP FINISHES MOORS: C01 OR- 10 i;A1CH NWT.--6 (TEAL) NTH CHROME. fITTING`.;. FLOORS: t-1 NIR.: DAL TILE lA6LL TOPS LP-1 MFR.: NEVAMAR SMC: TEXTURED fl 1 MFR.: DAT_ TILE TYPE: FORM GRADE COLOR: JIJR-6--.T, WINTER GRAY MATRIX CUL #1905-C !P-1 MFR.: NEVAMAR STYLE: AGATE. NOTE: UPGRADE MATERIAL TO BE NEVAMAR FOUNTAUMIEAD SIZE; 8X8 TYPE: FORM 6 51,51,GRADWINTER CRCY NAIIiIX COLOR: #1914-C CRAY STONE #FM-6--2, GRE( NIST MATRIX( NOTE: BORDER IF APPLICABLE, COLOR #1914 C AGATT COLOR: #MR SIZE: 8X8 TL-2 MFR.: AMERICAN OLEAN IP-3 MFR.: FORMICA 11 1 MFR.: AMERICAN OLEAN `Itt COLOR: #054 SMOKEY GREY COLOR: 843 CLARET WIN!JOW (,OLOR: #U54 SMOKE Y U(A" SIZE; 8X8 SI 7f: 8X8 ►AFT+ NEVAMAR NOTE: 1. ABRASIVE IN WALKWAYS, SMOOTH UN01I1 (QUIP. I.P-4 MFR.: FORMICA NO If: 1. ABRASIVE- UNDER WALKWAYS SMOOTH UNDER FUUIPMFNT MAI : FOUNTAINHEAD 2. CONTACT BUD CALLENDAR (1141 -,/4-.'454 COi OR: #896 SPEC[RUN VIOL 1 1 2. CONTACT BUD CALLENUAR ('114) 774--2454 COLOR: Ni M-6-'L LP-5 MFR.: NEVAMAm WAI-t S: COLOR: #5--3-37T L".-UE WING TLAL WALLS PLANTER WALLS DINING AREA PAINT TABLE SIZES: 18 X 24 - 8'LP-5, 2»LP-4, 2'[P--J, LP-I REM. CAP: PAINT #WL-5 (CORAL) LVL-1 MFR.: BENJAMIN MOORE 24 X 41 - 14'LP-5 2"LP-4, 2"LP-3, LP-1 REM, DINING AREA PAINT PLANIER BOX: PAINT 7 (TURQUOISE) ROD: PAINT # (RED) WL-6 TYPE- RE-GAL AQUA GLO, SATIN FINISH NOTE: PROl1DF TABLES WITH GRAY BUMPER EDCF. WALL BODY: RELIEVE TILE TYPES AND PATTERNS AS THE COLOR: #1590 GRAYISH WHITE M-1 MFR.: BFNJAMIN MOORE COUNTER DIE. WL-? MFR.: BENJAMIN MOORE TYPE: REGAL AQUA GLO, SATIN FINISH 1590 GRAYISH WHITE REGAL AQUA G10, SATIN FINISH TRASH AND CONDIMENT CONTAINERS COLOR: N COLOR: #1262 LIGHT MAUVE WL-? MFR.: BENJAMIN MOORE HOSPITALITY RAIL NOTE: TO BE USED AS AN OPTION ABOVE ACCENT STRIPES. NOTE: SEE PLANS FOR FINISH LOCATIONS AND TYPES. TYPE: REGAL AWA GLO, SATIN FINISH COLOR; #1262 LIGHT MAUVE: TYPE: 2' DIA14ETER TUBING NOTE: TO BE USED AS AN OPTION ABOVE ACCENT STRIPES. COLOR: TO MATCH #WL-6 WITH CHROME FITTINGS AREA WAINSCOT CAPS BOOTHS AND SETTEES WL-4 MFR.: BENJAMIN MOORE COLOR: #1273 PLUM (2" HALF ROUND) BOOTH SEAT: FIBERGLASS TABI F TOP FINISHES COLOR: #FG-I LIGHT GREY, RAL #7035 DINING AREA WAINSCOTING CAPS WL-5 MFR.: BENJAMIN MOORE BOOTH BACK: NLP-1 AT EXPOSED BACK LOCATIONS COLOR: #1 07 PURPLE (1' HALF ROUND) LP-3 MFR.: WILSONART W1-4 MFR.: BENJAMIN MOORE COLOR: , TYROL GREEN on METAL BASE LE (2HALF ROUND)PAINT LIGHT GREY COLOR: #1407 PURPLE WL-6 MFR.: BENJAMIN MOORE LP-4 MFR.: FORMICORMIC A COLOR: #742 fEAI (2' HALF ROUND) UPHOLSTERY: MFR.: NAUGAHYDE WL-5 MFR.: BENJAMIN MOORE COLOR: #845, SPECTRUM RED COLOR: PHOENIX LILAC (4" TOP) COLOR: #012 CORAL (1" HALF ROUND) NOTE: 1, PLACE ACCENT STRIPES NEXT TO EACH OTHER AS MFR,: BOLTAFLEX LP-5 MFR.: NEVAMAR INDICATED ON THE PLANS. COLOR: #363766, PURPLE IRIS (4" MIDDLE) WL-6 MFR.: BENJAMIN MOORF COLOR: #892, JUBILEE 1. PAINT STRIPES WITH 9LNJAMIN MOORE IMPERVEX HIGH GLOSS PRODUCT MFR.: U.S. COLOR: #1315 RED (I" HALF ROUND) 1133• COLOR #426 GROTTO (8') LP-6 MFR,: FORMICA WL-7 MFR.: BENJAMIN MOORE COLOR: #896, SPECTRUM VIOLET WAINSCOT FIEW CHAIR COLOR: #741 TURQUOISE (2' HALF ROUND) TABLE SIZES: 18 X 24 - 8'LP-6,2'LP-5,2"LP-4,2'LP--3,LP-1RE!A FAN BACK EXTRUDED ALUMINUM STRUCTURE FRAME - LIGHT MFR.: MARLITE GRAY FIBERGLASS SEAT 24 X 42 - 14"1-P-6,2'LP-5,2'LP-4,2'LP-3,LP-1R.5ME: DIAMOND CLASSIC SERIES NOTE: 1. PLACE THE ACCENT STRIPES NEXT TO EACH OTHER AS NOTE: PROVIDE RED RUBBER TABLE EDGE. COLOR: #5446-S-2V MORNING HAZE COLOR: RAL#5021 TO MATCH #WL-6 (TEAT_) INDICATED ON THE PLANS, ALTERNATE: FRAME RAL#5021, SEAT TO MATCH #LP-3 2. PAINT STILES WITH BENJAMIN MOORE IMPERVEX HIGH TL-9 MFR.: AMERICAN GLEAN GLOSS 133. � COLOR: .)-14 STERLING SILVER # TRASH AND CONDIPAE14T CONTAINER SIZE: 2 X 2 NOTE: SEE PLANS FOR FINISH LOCATIONS AND TYPES. NOTE: FOR USE IN CALIFORNIA ONLY ARTIFACT'S WAINSCOTING FIELD FRAMED ARTWORK: #914 A SUN COUNTRY CANYON MFR.: MARLITE BOOTH / SETTEE KITCHEN AND SERVICE AREAS STYLE: DIAMOND CLASSIC SERIES NOTE. 1. ARTWORK TO BE CUT TO TWO EQUAL PIECES TO MAKE A DIPTYCH. COLOR: 15446-S-2V, MORNING HAZE KITCHEN 2. 1/4' TEAL INNER MAT, CRESCENT AZURE #1092 BOOTH SEATS: FIBERGLASS: #FG-I LIGHT GRAY, RAL 17035 3. 2 3/4 MAUVE OUTER MAT, CRESCENT #1036 TL-9 MFR.: AMERICAN OLEAN BOOTH BACK: LP-I (AT EXPOSED BACK SIDE) MFR.: MARLITE 4. MAF TO bl AT ALL FOUR SIDES. COLOR: #D-14, STERLING SILVER METAL BASE: LIGHT CRAY TYPE: FRN PANELS 5. LIGHT GREY (FINISHED SIZE 27 X 35) SIZE: 2 X 2 UPHOLSTERY: TOP CHANNEL COLOR: NP-145 SILVER NOTE: USE IN CALIF. ONLY MFR.: BOLTAFLEX FOR M90H BUILDING ADD ADDITIONAL ARTWORK COLOR: #363766, PURPLE IRIS SECOND CHANNEL SERVCE AREA (1) #201-683 LATIGO RAIN 18 X 22. MFR,: LIS TL-3 MFR.: DAL TILE TWO SERAPES KITCHEN AND SERVICE AREAS COLOR: #SF-84, SALNON THIRD CHANNEL zMFR.: US COLOR: #K166 LIGHT GREY COLOR: NEW RASPBERRY #2 COLOR:SIZE: 4 1/4 X 4 1/4 #US-358, RED BOTTOM CHANNEL NOTE: FIELD TILE TWO FLOWER BASKETS: SPECIAL KITCHEN MFR.: USCOLOR: NUS-419, TURQUOISE MFR.: MARLITE + L_ 1-4 MFR.: LATCO TILE MENU BOARD STRIPES: 1#724 TEAL, 1#1273 PLUM TYPE: FRP PANELS Ll. f� COLOR: N1JA-17 MAUVE COLOR: #P-145 CHAIR /'� SIZE: 2 1/8 X 2 1/8 P.O.P. BOX: PAINT HIGH GLOSS TEAL . 'J NOTE: TOP, ONE PIECE STRIPE FAN BACK EXTRUDED ALUMINUM STRUCTURE FRAME - LIGHT CRAY SOFFIT STEP-LIP: #LP-4 SILICONE AT THE UPPER EDGE OF THE SERVICE AREA FIBERGLASS SEAT 1-5 MFR.: LATCO TILE LOWER STEP. COLOR: RAL 5021 TO MATCH WL-6 RED COLOR: #ESA-61 PURPLE TL-3 MFR.: DAL TILE >f (RED) U. SIZE: 2 1/8 X 2 1/8 COLOR: #K-166, LIGHT GRAY uj NOTE: MIDDLE, ONE PIECE STRIPE SIZE: 4 1/4" X 4 1/4" ARTIFACTS 1-7 MFR.: LATCO TILE NOTE: FIELD TILE AT KITCHEN SERVICE WALL COLOR: #N 8 FRAMED ARTWORK TEAL TL-4 MFR.: LATCO TILE NOTES: 1. EL PASEO, TRIPTYCH uj N011 BOTTTT SIZE: ? IX 2 1COLOR: #NA-61 PURPLE 2. 1 - 201-954 "L" EL PASEO,18 X 24 ^ OM, ONEE PIECE STRIPE SIZE: 2 1/8" X 2 1/8" J. 1 - #201-954 "R' EL PASEO 18 X 24 {.i.. NOTE: TOP, ONE PIECE TILE STRIPE AT KITCHEN SERV. WALL 4. 1 - #201-954 'C' EL PASEO 24 X 32 5. USE 1/2" MATS SERVICE COUNTER DIE T1-5 MFR.: LATCO TILE 1 - TEAL COLOR: #FSA-18 CORAL I - PURPLE TL-8 MFR.: LTILE SIZE: 2 1/8" X 2 1/8" 6. FRAME - RED RADIUS METAL FRAME COLOR: #NFGFG-70 SIZE: 2 1/8 X 2 1/8 NOTE: ONE PIECE TILE STRIPE AT KIT, SERV. WALL 7. FOR N90H BUILDING ADD ADDITIONAL ARTWORK NOTE: 1. FIELD TILE TL-6 MFR.: LATCO TILE TWO SERAPES (1)#201-683 LATIGO RAIN 18 X 22. TI- IM'R.: LA1C0 TILE COLOR: #FSB-4 RED COLOR: RED 8"2 1/8" X 2 1 SIZE: / ARGE MEDALLION CUSTOM MOUNT KEY. +i COLOR & SIZE NOTE: ONE PIECE TILE STRIPE AT KIT. SERV. WALL FLOWER BASKETS: SPECIAL NA-61 AG - 2 1/8 X 2 1/8 TL-7 MFR.: LATCO TILE �— NB-5 AG - 2 1/8 X 2 1/8 COLOR: #NA-45 TEAL FSN- 59 - 2 1/8 X 112X SIZE: 2 1/8" X 2 1,d MENU BOARD STRIPES - 1 TURQUOISE, 1-CORAL FSA-59 - 2 1/8 X 2 1/8 NOTE: BOTTOMONE PIECE TILE STRIPE AT KITSERVWALL NOTE: REFER TO MANUFACTERER , . .FOR TILE PATTERN. TILE TO ARRIVE AT SITE P.O.P. 130X PAINT HIGH GLOSS RED OR HIGH GLOSS TURQUOISE � W TH PATTERN LAYOUT ATTACHED. Tl.- MFR.: ON CUSTOM MOUNT SERVICE COUNTER DIE SMALL MEDALLIONCTILE SOFFIT STEP-UP: AP-4, SILICONE AT THE UPPER EDGE OF THE COLOR & SIXE TL-8 MFR.: LATCO TILE LOWER STEP. FSA-61 - 2 1/8 X 112 COLOR: #NFG-70 FSB-5 - 2 1/8 X 112 SIZE: 2 1/8 X 2 1/6 FSA-59 - 2 1/8 X 1/1 - -- F SN-70 - 2 1/8 X 2 1/8 1I_- MFR.: LATCO TILE - NOTE: REFER 10 MANUFACTERER FOR TILE PATTER. TILE TO ARRIVE AT SITE LARGE MEDAWON CUSTOM MOUNT WITH PATTERN ATTACHED. COLOR & SIZE: DOOR AND MOLDING PAINT NB-4 AG - 2 1/8 X 2 1/8 X 2 7/8 - - NA-61 AC - 2 1/8 X 2 1/8 X 2 7/8 FSA-18 - 2 1/8 X 1/2 WL-3 MFR.: BENJAMIN MORE FSN-70 - 2 1V8 X1 - COLOR: #1466 MEDIUM GRE"' NA-45 - 1. i X 7 1/8 / TYPE: LATEX ENAMEL - SATIN FINISH SEATING PACKAGE: NOTE: REFER TO MANUFACTERER FOR TILE PATTERN TILE TO _ -----�-- ARRIVE AT SITE ►MIN PATTERN LAYOUT ATTACHED. SERVICE COUNTER TOP FINISHES TL- MFR.: LATCO TILE LP-1 MFR.: NEVAMAR SMALL MEDALLION CUSTOM MOUNT -MAT.: FORM GRADE COLOR & SIZEFSB-4 - 2 1/8 X 111 :RAIN 8Y oAAwti COLOR: #MR--6-5T, WINTER GRAY MATRIX Fl.-,A-61 - 2 1/8 X 1/2 NO IF: UPGRADE MATERIAL TO BE NEVAMAR ISA- - 2 1/8 X 1/2 :�+ECx� By CHECKED 18 FOUNTAINHEAD FM-6-2, GRAY MIST MATRIX I SN-18 - 2 1 8 X 1/2 NA-45 - 2 1/8 X 2 1/8 WINDOW SILL NOTE: REFER TO MANUFACTERER FOR TILE PATTERN, TILE TO ARRIVE AT SITE WITH O MFR.: NEVAMAR PATTERN LAYOUT ATTACHED. MAT.: FOUNTAINHEAD COLOR: NUM-6-2 %X)R AND MOLDING PAINT PLANTFR WALLS WL-3 MFR.- BENJAMIN MOORE CAP: PAINT #Y.' -F (TEAL) COLOR. #133-1413 MEDIUM GREY PLANTER BOX: PAINT #WL-4 (PLUM) ROD: PAINT #WL-5 (PURPI F) WALL BODY: #LP--1 ACCENT STRIPES: #LP-3 Y 4 6 +4` 931 NLP-5 2 NOTE SEE PIANS FOR STRIPE HEIGHTS AND LAYOUT opClFIC HV`s"`' 1:5235 BLIP 830278 ID2 37 OF 49 C ( J MtC199 .ME D 11111 i 11111 i m ill i 11111 i 1111111 41 I 1 F7lIE�R- CLA95 MADE IN CHINA IN 7 1 'talo 1 - Gt-WRk RIF(X,r1 VA)iiS MII)().19 ALTIRNAITS: 01000.20 PfRMITS, BONDS, UCENSIS: B. It Ow receives *notice of dukn' to be IUaJ Of If u (loin Is filed as a result of 02200,"I f/r.AVAIION. t`x' �riSs e�enlarY Cerira (lpndltwne Cahtruclor' non-- payment, Owner possesses the right under the Canetiuctkxn fantroct A Spoelfk manufacturers for v�arkaus Contracts f unMod Rims erd on e notethe A Take out orad pay for till permits, bands, lienees and sknila (lane. %hand to either settle Die dokn and deduct eurna fran One Curnlruct can to to requite the A Fxcovulkrn includes removal of pavement and r,V+er rubstrucborw ,W/e an 7urr7 INUwh+.ge. If Upprovod allanala manufUcttus'b products tie furnkdted, note this seporale tshlructs be awarded, such Contructa Is iesponaM,le fa perrnlls, lees, Cotiliueta to bond over akin un(Al clakos, hdudin any uiesocluted exprnbez us surtue.e, undeirywnd slruet4ess a,d utilities Ind►wled to be derr"rood ,f.d �tit9K� 7 9Th Ntik� infamallan al line Pfu>iaoe(g. Additionally, protide prep rse0 substitutions tit bonds, licrnsse, and similar Items as mayr be required by work covered under his/hr defined h lad Conetrucllan Controc': a+J la promptly defend (o eanduekx+ Uwnor and rrriuvrd. non-appfaved manufaetufae In compliance with the rr,epeetive section of the general portion of One Contract. Turn over rocelplt la burns to Ona Owner upon c(rnplalnxh. Owner's Intelsat aganbt bakd clulin of dairrns. - S"IV0 C,, ctirndllfuns. Al Ute Owners election, the Owner may obtain any of the Permits. H Under footings, till excessive excavatkr, by exto.,din,T hd"led "llrrr, Merotiun 0:.110 Sit t1wY+t+J C. Completion" Sri►trure >' P'etlax, of Mkxk cxn Ins ,rojec.l roqukos the eutnmlaakxn by the Contractor of wtO,wt altering rsqured lop aalevatwn. 0"1k�' farth"', 00100.20 NOTICE TO PROC 10 AND PRE-CONSiR' C)iON WF1WG 01000.21 PROTECTION: catch duaxnantutlurn h coda fur Ilio Fired Retention lhuw to be ppdd to the JM IN* 02261 Termite Coritrrn Contractor. The submission of these doa,mer+13 Is defined In the Construction C, If unsuitable booting moterkrle are ancwnlred at rerrursd suNgrMe elf,00ticr,e. Settga 02513 A,epinplt Caiwsott V01 A. No work will be started without Upprre--esistrnucdan rneelkig ullaided by ilia A. Baricode and/or shelter his work of to reosmebly protect It train Jannagd. Arrmvo Cantiod and is kidusive of the fuUorlrng Itunm Reuxd DrawhQQa and ctntw.t the Ne.hitecl for direction. O';Iw& 0251e '4"%0l Carvallo 1',J,-%N Contioctut, s his/'hatuq,rasantative, and the imall•t by ilia Contructui of a frond till bodccdas sit us to insure u reusa+uble vlwud and physical wankny fa wakrnan Speclllcutl,xns Including microfclio copies: .Ian Wulvers hon Conlrctcta and Se►1.an " " 02515 lvterMlr POrthviii Cement Conatte Notice to Fhoceed from loco Hell Cor orale c - Srrtwn O.:as31 ,�+a�v n.h► Ferwl+g aw Cates P and Lha public. Proved flashing Ix,a blinkers adxxiJ open Iraid+ee SuDeanlrex;lus cued Malald men; list of all Subcanlraetat and Material rnen: U. .lope sldea of cxeavallone to comply Witt, lord coda or shore and Gryw alniw Ca+lructo'f Guarantee and Completion Aft Iduvll; Find Signeel PunaAl List; oily "it alupxarl IN no "able. 00100 21 RECORD D RAWANGS B The Controeta(e) la held fespdn3lble for any damage to his/liar work as may be due Orders a d ,sauciuted Contract lxlonge Urdas; Certificate of occuPuncy and uny M* 3 _ 1�1t•IIf TIF to nojigonce of theabove, or as may be caused by accident, wind, run snow, rdatad public uyancyy, Catlficalkxn of piu*-t completion; CoopIea til Irujecl E. Do nut (slow w•:ta to accumulate h ercooetions 1,, prevent softening of lc"40lrw- A. Ptw to Follicles of the find ralontlon, turnWh loco Ball u complete sal of heezing, flat, molk:iaus mischief a lubes canrnollun, theft, a slmilur 1e03one, if Inspectk,r, Reports, Permitted :.ori of Druwings and Specification; AN wurrantius; all bottuns Setl4ort 43010 Cenmets *V% of red-lined with all davidloru mads duxing canatruction plus the permit eat due to his/her acib, omisslons a r, lgruo. If such damage occurs, festab the certifications noted io the drowkiys Including civil drawings, the bid docunwnL, and of tkuwrnye and spo ifioUllo li n oinluneJ of ilia site work to Its previous condills+ at nil wsl to the Owner. Caistructlu+ Witroca; and oily roqulrod tool and/_,r angklsornng repatb F. Confom to elevations and dirnerulrns shnwr, witPn o traer,ra.e 0 Nus or minus 010' rix � 4 - fJLSt1hRY B. Provlde Taco Bell with one (1) 4X,6 jacket original and two (2) microfiche duplicates C. Protect ON adjoining property front damage during the course of the work. If 01000.32 MAINTENANCE AND CRANING: G. In excavating for footings and foundations, excavate by hard to find grade just of the 'Record Nowng` set of ,howngs and spedfcatkxu prior to the release of required b local laws ordinances, le3ue not"& to Owna of said yroprly. No befue cornuete rerito,e rmall is placed. - Seict+vsn the Mol retention payment use of adjacent a cent privately owned properly by a Corntioctor without written permission A Throughout the period of construction, be responsibe for satisfactorily manlulning M:Oi` hill Miueavv by Its Owns Is allowed. One pranianes n u neol and dean cwnailiAn. This aneana ,ernuvul of all refu,r ,s,d H. Cut surface under pavenen.ls to com,tly with noes-settiu(s, elevations and Aedes os debris hen the pranlses. shown. pV 5 _ CAIS D. Contractor Is responsible for any damage or lost to Owner's building package or DINSiON 1 - GENERAL. REOUIRhMFNTS equipnnaht In buld Canlrucla's posueaakxn. Al Owrna's elech(xn, (lie cost til rapoir B. Store dl oquipment and materials in a neat manna and protect :,,axon born, uny damage J. Prctecl exr.owtwn boltr,rrs rrolrml treerinq ■►.en m atm5epherw. temperature s 'are Of replacement of any mis,ing Items will be bonne by sold ContiotAor. from the alemants. Nohlun bulldliv, In a generally clean condition durng One than 35 aeyraes F - Section 05010 Structwd Steel SECTION OlMc - SUPPLEMENTARY GENERAL. CONDITIONS poria(: of construction, and upon (inti completion provkk a professkxnd services Sternen 05500 Metal FalDneMorts I to thcroughly clan all glass, Owe ',milture and equipment. 02200.32 CONPAC110ti- 01000.1 GENERAL: 011')00.2? INStJi MICE:.^'Vt9�lly 6 _ N1AW � 01000.33 GUARANTEE: A. Compact each layer of ail fill to not less than 952 maximum dry density or 902 TVS 01000.1 i DEFINITIONS: A. In general, maintain such Insurance to protect Contractor, Owner and the Gainer's relative dry density. :sec'lim 06100 Rough Carpentry/hued Laminated Berms agents and re,areaenlallves from any and all claims under Wwlunen's Compensation Acts A A Fully and unconditionally guarantee all labor, materials, and a ilipment required Settlor 0619: l'reklDricclteid suaa Trusses A. Owner. The Owner la defined as TACO BELL CORP., 17901 Von Korman, Irvine, fcxnla, anJ from all claims for damages because of bodily,njury, Including death, and dl by the Owner- contractor ugreanernt(o) fa a period of une(1) ybdr from the date of B. Provide compaction cerliflulles fu tr,e parking lot, building fexundotirr+ and Hour dab. _ SKlhon 06190 `olds Carpenbr 92714, (114) 863-3871, and the Region Tv(, Bell Corp. office through Milcli the claims for Fxoperly damage udWng from Contractors operations and/or the Md acceptance a the dale u)o restaurant Is opened fa business by the Owner, 'Invitation To Bid: was provided. The Owner's represaltative for administrating the Operations of Sub-Contractors employed by him, in the amount stated herein. For unless otherwise spacifiod n specific (Poplars heran 02200.33 BACXFlt AND Fill_ Contract Is the ,4,ea Construction Manager. Sub-cor140,e10r(3) not covered by the Contrador(s) insurance, provide similcu OIVISIf� 7 - TNEIiMAL M1 YJ'URE PfttiTECTiON 1 Insurance of their own. Obtain coverage tram a compun holding a Gonad rating of 01000.34 CHANGES: A. Place acceptable material n Layers to required subgrode elevations. B. Taco Bail Technical Consultant: The Taco Bell Techn cd Consultant Is refeTed to A' (it better us set forth in the most current Issue of Best' Key Rating Insurance - Se.tiori 077n;0 Insrulatlon Consultant' for purposes of this project. He/she may be an Architect and,/or Guido. A. The Owner, wlthoul Invalidating the Contract, may order changes n the wcrk within 1. Satisfactory excavated or borrow at excavations and planing arena. - Ssetwn 07M24C Entero insLalion k Finish System Engnea, or other technical repre3entalive, fe3ponsibie fa oosisting the owner'$ the general scope of the Contract, eonai3liny of additions, delelkxne, or other 'L Subbuse rnatefl(A undor walks, povernonts, slabs, and stiuctures. )s repro6entativle, the Construction Manager, in administrating the LOALTOcL B. *Fidd Hominlots" Clause: Provide certificate stating that this endorsement Is revision. The Contract sum and the contract Tinto will be adjusted accadkngly. A - Ser; .`n 07310 ROOMS TYes Included n the pd.iey(lee). Taco Bed Contract change oda, may be issued by on Area Construction Monogm but B. Backfill excavations as promptly as work permits. - Sorban 07320 Metal oiling Tiles C. Contractor The pe,;:m(s), companXies) or corpaation(a) with wham the Owner makes must be approved by the Vtce Presklent Facility Development prior to payi)ont. O - Section 07510 klt-up Roc,fing System rect Contract la ,"ori a Die ,"oany portion thereof, or for any materials or related C. This Contractor assumes the liability for ON lases, damages (Indudlnq lose of C. Rarnreoe vegeta!A, debris, and deleterkr.:a materials frKx -j to p' cement of ^ew :J - Sect�an 07520 Fle►ble Sheet Roots services required thereto. use), expenses, demands and claims h connection with or alsing out of any Injury B. The coat or credit to the Owner resulting from a charge In the work will be tYl. Section 07530 Sin je Pty Roofing System or alleged n r to persons Indudin death or damages or alleged dam to determine�i D mutual agreement. Perform all work under tho o licuble condlitions of - S+'ctnon 07600 Sheet Metal and Roof Accessories D. Sub-Controctor. My person(s), company(le9), or corporation(s) with whom a factor lig Y P ( 9 ) 9 9 Y PP W _ Seetwn 079W .brit Soden properly, sustained or alleged to have been sustained, n connection with a to have Uno Contrau: documents. D. Place boekfil and fill materials in layers not more than 8" in luaae dosa;th ior makes a Contract to hrnlsh labor and/of service and/or material in connection with arisen out of the performance of the wcrk by the Contractor, his Sub-Contractors, machine compactkm, and not more thorn 4' In loose doptr, fa nand-operated tanpen. .04 the project. Within the drawing and specific itions, the term 'Contractor is and their agents, servants and ampioyeetr, Including losses, expenses, or damages C. Obtain written outhawlzatkxn for changes in the work (Construction Work Order) from Interpreted to mean Sub-^ontracto where cpplicoble unless further dented sustained b y the Owner and the Archita;t. The Contractor hereby undertakes and the Area Construction ,;vwgar prior to completion of the work. E. Puce backfill and fill materials evenly odjorxnt to structures and carry material VW (a !V1ISICh 9 - DOORS AND NINDOWS ogress to Indemnity and hold harmless the Owner and the Architect, their agents, uniformly around structure to opproxkma eiy same elevatior, In each ith. - Sedan 08100 Sleet Doom clod Frames for Project The project Is defined as the complete labor, materials and services Ired servants, and employees, from any and ail such losses, expenses damages (including D1000.35 RECEIPT OF F(XIIPMENT: for constructiorn of a loco Ball Restaurant err d all related work as described In the toss of use), demands and claims, and defend any suit or action brought against any 02200.34 GRADING: Secy°" 08210 Woad 3oors Contract documents. of them, based on any alleged injury (Including death) or damage (including 1033 of A During the course of eonsiructkxn, the Contractor Is the receiving party for - Section 08410 u!rnnum Entrances and Winnows use) and pay dl damages, judgments, costs and expanses, Including attorney's fees, deliveries of equipment and miscellaneous Items mode to the job site by common A. Uniformly grade areas within lints of grading with uniform levels or dopes between Sectwn ti8'00 Buidas Hardware F. Site: The property on rhlch the project 13 located. In connection with sold demo rids and dolma resiultny there! um, carrier, If, ding the receipts of those Items by the Controctor a representatives, pointe where elevations ore shown and/or existing groaos. - SIN'tKan 08800 rasa and ulama any missing or damaged items are observed, the recefvhg person must: G. Contract Documents: The Contract documents consist of (1) The Building Construction D. The above douse applies In dl states union restricted by state statute. Should 1. Allow for installation of 4' of topsoil over areas to receive sod. roct, (2) The Drawings (3) The Specifications, (4) Soils Report. Inaude the dates this be the case, Provide the maximum form of 'Hold Harmlese" allowed by the low. 1. Make a notation of the discrepa_n�c�)y -r the delivery ticket, .tSIL1N 9 - MSHES and revision dates of all drawings and specifications on the proposal form. 2. Call PFS (114) 453-45M and odvl..., -orf the problem within 24 hours. B. Grade areas adjacent to building lines to drain away from structures E. Provide Comprehensive General Liability Insurance Including a Broad Form endorsement 3. Colt the delivery carrier and/or venuor to fie a claim. - Sec tnx+ 09210 Stucco 01000.12 GENERAL CONDITIONS and aBrood Fomt Pr rty Damage endorsement with limits not lose than 11 million 02200.35 SUBBASE COURSE: - Section 09250 Gypsum Board CSL (Combined Single Llmlt). If appropriate, also maintain 3c�ciffddinq and - Sectio^ 09300 Tie A. The Standard Form of General Conditions pubi3hed by the Amerleafn instituts of demolition Insurance. A. Place subbase material, in V thick maximum layers over subgrode surface to support - Section 09510 Acoustical Cellngs Architects (A.I.A.) form A201, latest edition, Is binding and the General DIVISION 2 - SITE WORK pavement and concrete slab (interior and exterior) base course. - Section 09900 Paining conditions included herein ere supplementary 'thereto. In the event of conflict, the F. Provide Workers Compensation Insurance In accordance with applicable state Supplementary General Conditions govern over General Conditions, and the Taco Bell requiremernts. SECTION 02110 - SITE CLEARING 02200.36 MAINTENA4CE: D ASION 10 - SPECIALTIES Construction Contract governs ovrx the Supplementary Gonad Condlllor.s. G. Provide Employers'pl yea Uab(lity Insurance In an amount not less than =100,000. 02110.1 GENERAL A. Repair and re-establish grades In settled, erode4 anal rutted areas. 0. Use the Taco O all Construction Contract, Conlrocta's Draw Schedule, Contract Chw9e - 3rction 10000 Buld-�g Specialtiet Order and Fina Wbiver of Lien. Copies of the o�ovo forms are on fie at the H. Provide Comprehensive Automobile Uobhlty Indudin� owned, non-owned and hire 02.110.11 RELATED DOCUMENTS: 02200.31 DISPOSAL OF EXCESS MID WASTE MATERIALS: Owner's office, coverage In on ornount mol lass than X500,000 C.>L (Combined Single Umli). A Drawings, Specification Division 1 and Contract. A. Leegqoily remove waste motaials, Including unocceptai excavated material, trash and :Iv1S10h 11 - EQUIPMENT C. It 13 occepled as a fact that all Contractcr3 hove inspected the site prior to 1. Satisfy any Insurance requlramentr necessitated ty any pertinent govemmentnl X3 from site, submitting their bid and no additional corrt,),ensatlon Is allowed for failure til, authority. 02110.12 DESCRIPTION OF WORK: - Section 11400 Owner Fum:snec Equipment fulfil this requirement. It Is to to be canetrued; however, tha! the Contractors 02200.38 GUARANEEE: have included In thek bids amounts to cover unforeseen conditions or obstucles J. At Owner's election, maintain Builder's Risk hswance covering Un- premises. Have A Site clearing includes, but Is not limited to- other than those Indicated on the drawings or visually apparent at the site. Should wwh Insurance written on an all ri.* basis and covering all the work untl Owners A. Guarantee all wale performed under this section for a period of one (1) year from D+NSION 15 - MECHANICAL unforeseen conditions wise, notify the Owner knmedlately. finul acceptance of some. 1. Protection of existing trees to remain. date of acceptance against any settlement or other faults detrimental to the n 2. Removd of trees and other vegetation as indicated. appearance a quality of the finished project. Pay all repair and replacement coats (J"), - Section 15100 General Ufs:torical Requirements D. The followng speclkations are divided Into chopten and each Contractor Is to K. Provide Insurance policies Immediately after arrord of contract and prior to any work 3. Topsoil atrlppng. of This work and any other work as a result of said faults. z - Section 15400 Piumbng figure on that portion with which he 13 eoneemed. It is the responsibility of each be performed. Upon obtaining policies, notify the Owner and file certificates 4. Clewing and grubbing. - Sactirn 157W Heating, Ventlatng and Air Ca.ditionng Contractor to rood and familiortte himself with the General Conditions and onVor duplicate policies from Int urance companies wain the Owner showing policy 5. Removing above-grate knprovemants ere indicated. 0 Supplementary General Conditions which are considered equally binding with the D numbers, dates policies are in effect, and all limitations and exclusion. Provide 6. Removing below-grade improvements as indicated, DIVISION 2 - SITE WORK remaining specifications. certificates stating that the insurance company will notify The Owner by registered `-' OIVISiON 16 - IZECTi�1CAL mail thirty (30) days prix to the expiration or cancellation of any policy. 02110.13 JOB CONDITIONS SECTION 02281 TERMITE CONTROL E. Settle day controversy or claim drfsnq due to a l0bor conflict catered by line Q - Section 16100 Cenral Requirements wording or assignment of these specifications In occ:ordmce with local governing 01000.23 PERFORMANCE, MATERIAL AND LA" BONDS: A Protect e:xiatng Improvement3, trees and vegetation to remain as necessary to 02281.1 GENERAL - Section 16200 Products labor practice. prevent damage. ( - Section 16300 Execution A When requested, provide performance bands, labor and material payment bonds to the 02281.11 RELATED DOCUMENTS: 1,- F. List alter-notes, whether specified by the Owner or suggested *y the Contractor, Owner, prior to start of nark. B. Remove and store sdvade Improvements where directed by Owner. -' separately on the proposal. Ir,dk.•ate the coat of mated(gs and labor required !o A. Drawings, Speclficatlons Division 1 and Contract. L_ complete the alternate and ',no credit due the Owner frx any materials and/or labor 01000.24 CONTRACTOR'S QUALIFIED JOV3 SITE SUPERINTTNDENT 02110.2 PRODUCTS) �--. !NSTRiKTiONS TO 91DDERS not required due to Iiia alternate installation. 02281.12 DESCRIPTION OF WORK: (-) , A. Hove the Cantruc+ca or hb/her designated and qualified representative/job (Not used on thin project) G. The Area Construction Manager Is the Owner's and Architect's sola representatives superintendent, with full authority to act on behalf of Contractor under the A. Provide sod treatment for termite control as heron specified. W XI00.11 GENERAL during the odministrotlon of the construction controcL Construction Cahtroct, In attendance at the job site and supervL9hg said work, at 02110.3 EXECUTION: all times during the progress of the work. 02281.13 QUALJTY ASSURANCE: A. U the project exactly as drere and spedfed. Complete all proposals and Include 01000.13 DRAWINGS AND SPECIFICATIONS 02110.31 SiTE (REARING: � _ dl work w shown and/or specified and as required by all applicable building codes. 01000.25 TEMPORARY FACILITIES: A. Engage a professional pest control operator, licensed in occordornce with regulaticxts (.l The Contractor is held to hcvt fully examined ON drawings and specifications, not A. Execute all work accr,ding to the true meaning and intent of the drawings and A Remove vegetation (stumps and roots), improvements, and obstructions Interfering of governJng aulhantles for oppik:ation of sol treatment solution. only of hb/hr particular cencem but of ailed trades as wed, and to be fully specifications whl;.n are intended to include everything requited and necessary for A. Take charge of the premises from the start to the completion of the project and with Installation of new ronstructicn. far mor with condiliont under which he/she will assume his/her work. Porticrler the proper or.o entire finishing of the work, notwithstanding, that each and every furnish the following: 02281.14 Jl)El CON01T106IS: attention is drawn to the Gonad Condit! ons and the Supplementary General Item nod:s3sorily Involved. In the work Is not specifically mentioned Ddlver the B. Strip topsoil within pavement and hullding areas. Cr4i,6 ions of the ttpecifcatlont Rye Contract in One form of a single, lump sum of completed work to the Owner In a perfect and undamaged condition without exception. 1. Laying out of all work and establishing building Ines and levels, confirm this A. Do not apply Sol treatment solution until exccvaiirng, filing and grading type of agreement Information with the Ovdla. C. Stockpile topsoil where directed. Remove excess topsail otter completion of operations ere completed. 8. The drawings and specific itions are intended to be cooperative. Furnish and perform 2. Temporary electric power, two telephone lines, and one Contractor provided fox landscaping. X,00.12 OROF-N)SALS. the work or materials called for by the drawings and not mentioned In the machine, during the rrlod of construction. This does not Include portable B. Do not app!y soil treatment to frozen of excessively Met soils or during inclement spcefficalions or vice-versa in as faithful a manner as though treated by both. The generators for use of other trades. D. Fill depressions in landscaping nrcca caused by clearing and grubbing operations weather. A_ Sealed proposals will be received by Txo Bell at such time and place designated. 5pocificallons are Intended to represent minimum design and aro superseded by the 3. Heating of building frx waking and drying purposes during the period of with 3atl3factory axil materl,l. WV4M Submit proposals In OCCadan(:e with the Taco Bel! 'Invitation To Bid'. ;ign drawings. construction. 02281,15 SPECIFIC PRODUCT WARRANTY: ppr�rpo fl by legal outhonzec pert�e3 of componies only and state titles of same. 4. Temporary ladders as required for access to dl work. E See additional recommendations In Soil Reports supplied by Owner. Tc c Bell returns the right to reject any and/or old proposd$. ^. Before submlttnq on estimate carefully check the drawings and Visclfkoations and 5. Water for construction use. A. FumM written wurronty certifying IF subteTonean termite activity is discovered. should a conflict, uncertainty or dlsaeponcy be found, report some to the Owner 6. Acceptance, unlorufng and storage of Owner's equipment delivered to the site 02110.32 DISPOSAL OF WASTE MATERIALS: Re-treat sol and repair or replace damage caused by termite infestation. 00100.13 4�PTMCF OR W11i0RAWAL OF PROPOSALS: immediately, who will make a ruling on each report and WIN notify all concerned are the reepans'billty of the Contractor. 11 bidders 03 to his decisions. Should such conflict, uncertainty of discrepancy, be 7. Temporary toilet facilities for works. A Burning Is not permitted on Owners property B. Provide warranty for a period of five (5) years from date of treatment, signed by A_ My Coriroetor who has submitted a proposal to Taco Bell may withdraw this proposal discovered after signing of the Contract, call It to the attention of the Owner and 8. Two rsncl03od end secured trailers for storage of Owner supplied Items. The applicator and Contractor. at any tare rote to the scholiwed tine for openny of some; however, once proposals his decision In regard Thereto Is find. minimum length of sold trailers 13 twenty-five feet, but may range to 8. Legally dispose of all Items not sJvoged off-31te. ore opened the Cointrocto, agrees to honor sane for a minimum of thirty (30 days forty-feet, m the discretion of the Construction Manager as communkated in 02281.2 PROrhJCTS: arta scnadulod date ci oper,rg 01000.14 PRECEDENCE OF DRAWINGS: the bld dw,ments. 02281.21 SOIL TRCAT)aIENT SOLUTION: I y 1\ + - 00i00.14 (ASCREPANCiES: A. The order of precedence of drawings in as follows: 01000.26 INSPECTION AND TESTS: DIVISION 2 - SITE WORK A. Use a local authority approved emulsible concentrate insecticide for dilution with A. Should a bidder ftrid diwapanciea or ambiguities In, or omissions from, the 1. Taco Bell' drawings over Taco Bell's specifications. A. Call for ON Inspections as may be required by local authorities, allowing a minimum SECTION 02200 EARTHWORK water. Fuel oil is not permitted os a diluent Pruvidde o working s04ution of one of in the fdlowin Glerni(A elements and concentrations: youvngs on�/a the 3pecificotnons, or De in doubt o3 to thele meaning a intent, 2 Larger scale drawings over handler cede drawings. of two (2) day notice fix inspectlone to be mode. 9 - ncdtrr the Carn3truCtKx,, Manager for Taco Bell n time to allow for Issuance of 3. figured dimensions over scale dimensions. 02200.1 GENERAL dorifntotion by moons of Addenda for delivery in sufficient tirne before proposals 4. Supplementary General Conditions over A.I.A. General Conditions. B. Notify the Owner for Inspection one week prior to the installation of the Items 1. Chlorpyrifos (Dursbon) are due 5. Architectural drawings over mechanical and electrical drawings. specified In the 'Invitation To BW. 02200.11 RELATED DOCUMENTS: 2, Permethrin (T(xpedo do Dragnet) 6, Any addenda over dl material of m earlier date. 3. Cypermethrin (Demon) 0010015 QUAL,nCATION OF CONTRACTORS: 7. Equipment drawings, as may be provided by the Owner, ova architectural and C. The Owens nae the right to order teats and/or laboratory examination of any material A. Drawings, Specifications Division 1 and Contract. 4. Fenvolerate mechanical drawings of earlier dotes. or work u»od or performed on the project should he suspect such material or work to 5. Isotendnos (Pryfon 6 or Oftanol6) A 11 ;d_ Taco Bell ri-Area the right to require any Contractor submitting a proposal to be of liwier quality than specified herein. The costa of all sucln teats wili be 02200.12 DESCRIPTION OF WORK: k,rnlsh any err oil! of the fcllurng information prior to award of the Con',:oet. 01000.15 SALES TAX: paid by 'he Owner unless they indicate wait or materials to be of lesser quality, in B. Other solutions may be used as recommended by Applicator and R oeeeptable to local --- which case the Contractor pays the costs (gong with any expenses incurred In A. The extent of earthwork Is Indicated on drawings. authorities. Use only soil treatment solutions which are net inpria,s to planting. A I _ _ 1 parlormonee record of project completed over the previous two (2) years. A. Includde n the pro3osal, the payment of dl elate and local odea and occupational correction of the waxier. 2 Aodress and descric'ior, o plont or permanent place of business. taxes as may be levied by the governmental agencies regarding the work. B. This section le intended to outline minimum work and b superseded by the Sod 02281,3 EXECUTION: 3 An Itemized list equipment. 01000.27 PRECEDING WORK: Report and Drawings n that Order. 4 Aedltiond inr,rmatlon as required to satisfy Tara Boit that th• Contractor Is 01000.16 SU BSiTTUTION: 02281.31 APPLICATION: odequatNr prepared to fulhtt all requrements of the Contract, ouch as A. Befa+,e startkaq work, examine work previously Installed and Immediately report to 02200.13 JOB CONDITIONS conlr:..,ed in A_I.A. document A305 - Contractor's Wolificatia, Statement. A. My substitution must be approved In ADVANCE Of CONSTRUCTION n writing by the Owner the Owner any visible defects or conditions which adversely affect the quality A Remove foreign matter whirfn could decrease effectivbnes3 of treatment on areas to be after receipt and study of complete nfarnatbn regarding some, Including any and/or completion of this work. It is assumed all conditions are acceptable if no A. Locate existing underground utilities In area of wart;, protect those to remain. treated. DtiA11h sin 00,CO.Ir DISTRIBUTiCN OF DO0JMrNTS: credits or additional coals. such report is received. 04CKED BY 1. Bring uncharted pipiny or other utilities encountered during excavation to the B. Under slob-on-grade s:,ucturea, treat fill before concrete slabs are placed using ,. Contrator desiring to bid the woci! may obtain drawings, sr.ladfication and 01000.17 MATERIALS AND WORKMANSHIP: Ol fi.28 CUTTING AND FITTING: Owners Immediate Mention. either power sprayer or tank-type sprayer. &ISLO rG n1K Supplemental Bidders Package from the Tao Bee Co nslruc ion Manage. Drawings and 1, 4 gallons of d+emleal solution per 10 linear fat aloin inside of 3perfAwtons remain Vie property of Taco Bell and ore to be retumed complete and A. Unless otherwise particularly stated, fumish and install ALL materials and labor A. Execute all cutting and tilting of work as may be required by other trades so as to 8. The use of explosives Is not permitted. Apply 9 p 9 M -70H in good condition. 09e by unauthorized persona for any purpose whats(.ever 13 mentioned In these specifications and/orshown on the drawings. Execute all work In Insure as near p6rfect fit of materklla as possible. foundation wull:3, along both skies of i(ilefla partition *ails and around Iif,(ify pr oh 111A and is ;unishotoie under federal copyright laws. a neat and skillful manner to the entire satisfaction of the Owner. C. Barricade open excavations and post with wambng lights. pkxnbing. 01000.29 DAMAGED WORK: 2 Apply one gallon of chemical solution per 10 square feet as an e.verail FRAME rjpi0017 Ci)hD,T)ONS 01000.18 SUB-CONTRACTS. D. Protect structures, utilities, sidewalks, pavements, and other facilities From treatment under slab ona attached slob areas where fill Is seri or unwashed A. Pay for replacement of any work damaged In connection with the Contract" and pat'orm damage due to uxrthwork operations. gravel. Apply 1-1/2 gallons of chemical solutkvr to areas where fill is washed A. Submittal of a proposal by any Contractor constitutes full acceptance t:y that A. M required by the Owner, hrive the names of all proposed Sub-Controctor3 approved by such putching or replacement by skilled personnel specializing In the particular gra. iE� C;orntra�t.tor of CA ,o ndutbns as herein stated. the Owner prkK to owed •3f the ControcL The Sub-Contractor 13 bound by rho trade ea as o restore damaged walk to completely acceptable condition, Should 02200.2 PRODUCiS 3. Apply four gallons of chemical solution per 10 iineor feet of trench, for each specifications. No Contractor of Sub-Contractor may sublet or assign his Contract ietlponsbillty for damage be unable to be delamined, prorate the coat of repairing foot of depth from grade to footing, long outside edge of building. Dig a 50100 ,18 "I.DING PACKAGE. or pthereof any ort win without the mritten approval of the ter semis m aong Contractors working on the job at the time the damage occurred as 02200.21 SOIL MATERIALS: trench 6' ,,, 8' wide (long outside of fcwndotiorn to a (depth of not leas than A_ Cmtroctor will receive a number of mlt:.sllaneoue Items and install sane o3 port of 01000.19 LAWS ANO? ORDINANCES determinedby the Owner. The decision of the Owner Is final. 17". Punch hales to top of toatingat not more th(r 12' o.c. and apply chemical A Subbase Material: Crushed gravel, crushed alone, natural or crushed said, solution, PROTOrYP'E rSSIE DATE the General C,antroct. These items are found through the drawing labeled 'BY TACO 01100,30 ADVERTISING: BEU Ation tThfoo (3) reeks notice for delivery. Be prepared to accept delivery of A. Comply In all reapectso with all laws and ordinances having jlrladiction over the B. Backfill and Fill Materials: Soil free of clay, 2' or larger rock, debris, frozen C. Allow not less than 12 hours for drying after application, before beginning concrete tltiese misrelansWuue Items at the UM4 Of goundtoreaking and furnish di labor and work and/or materials or methods anployed In performing same. No additional A into advertising le allowed. materials, and deleterious matter. plaeanent or other c(>nstrucllon oetiviliea 6 - 4- 9 3- rnalena►a required fon the unloading, recelving, sole guarding and Ins4oUntlon of compensation will be allowed Contractee fa failure to familiarize themselves with mea ,den's dl conditions under which the will perform their work unless these conditions ore 01000.31 COMPLETED WORK: C. See additional sol recommendations In Soils Report supplied by Owner. D. Poet signs In areas of application waming workers that •ol poLwnrnrng hes beer txan aught to the Owner's attention pr to elyrnhg of Contracts, and provisions fax ol>pl led ►�18ER adjusting coats are made (it, that tine. A. Deliver completed work as called for by the Contract to the Owner free from liens, 02200.3 EXECUTION claims a encumbilom)w of any desa 1ptlon whatsoever against the Owner. Acceptance '1 til fl, s3299 of such work is defined as approval of find puyvut. I- I I rnrnFl., BIJP 91-0276 � of 49 E F X Mir, iLMED 111 111 1111 IIIA 11111111 11111 611111 IIIA 11111 I II111 ! 1111 1111111 i 111 , 1 111111il 1 FM- ailA86i 4MADE IN CI-4INA IN II 1 1 1 1 Ask,% 02513.39 ICD OUALITY CONTROL 02515.3 EXECUIION F. Install fabric on security dace of fence with 2' between finibh grade and bottom 03010.36 TF PtACFNENT. SE`� Ol2Sl3 rl ►1 ALT Q1N►71E1F PAUMWG selvage. Pull fabric taut arnd lb to pude, folie, umd tel wires. A Provide find surface having a eonuwcled density of a mnhwm 93% of the maximum 02515.31 SURFACE PREPARATION: A. Comply with American Cra►aete institute YA, and herein mpvtfled 1-15111possible density of a %Adless rnixtwe .uinposed of the some nwtonols h like F. Install colied sluts between fabric links for full fatxk; hekirt C�'1eERk iwoportiono A. Remove loose ntotedol from compacted base surface linrnodlately before placing B Instal vapor barrler under Interior slabs un grade Lap joints minimium G ►v,a Ot;a1J 11 RfIATEP tkYlMl£N''S 02513 40 (A)ARANTTI cora:rete. G. Install gates plurnt,, I", aid secure for hill opening without Interferbrncs and weal walsrlwlr l B. Proof-roll prepared subbase with tandom amp truck to check fa unstable areae and H. Use U-shaped wire clasping pipe and fabric firmly with ends twisted at least two (2) C. Deposit cornaste continuously or in layers of such thklerhess that no worsts writ 4* �ews+�e W_rkVlkNn ;1l~1 1 and Cantroct A. Guorantee wok under this section for aperiod Of one (1) year oQaInst settlement, need for additional compaction. full turns. be pkxed on wrw.rets Mikli has r-prder,ed sufftrwiuy to couse tr.e forrnotk.n or 025111; �POi� 011' *:*?% cocking a:;,niiing and other defects. Puy repair wets of any (allures. seams u planes r,f eeawiess C. Moisten base to minimize absorption of water from fresh concrete. I. install Huta fa tension bonds and hardware belts on aide of lance opposite lotKic k Extent of aephal "vj and stone base xnrta with requred th"nesses is DIVISION 2 - SITE l"K side and poen ends of balls. D. (" Wldote placed c naste baqr modkankal Axorting sgApmert %K4Aor,sr,1sd by harw r >Yva�n ah o'a's'r'Js 02515.32 FORK CONSTRUCTION: 018'1.32 ERECTION TOLERANCES: spaurrg, ruddi ng or tamping except for Mall B SECTIO! 02514 A C PAVING ALTFR.4ATTS E. Deposit and consolidate concrete Maps r, a untkwous operationTett Opwllii)lr.Yw a intended to acne mnom..rn rata and is supenealed by til $ol A. Set fame to required grades and lines. rigidly braced and eeaxred with sufficient A Maximum 'Variation From Plumb: I/4 inch. "%art lir+. arawtrwgs In thtt ardet 025111 GFNFRAL quantity of forma to allow continuo+ progress of watt. I F. Bring cob serfoces to co^►ect Istel with silairtedgis and stiIII 'Joe W, 02511113B. Maximum Offset From True Position: N 1 - Inch. flouts a curweu to smooth wurfoce, hoe of humps of hukws. •C1B COi1p111QNS 02511.11 RELATED DOCl1NFNTS: B. Clean lama after each we, and coot with frim release agent w often as requited to A Cunshuet alt eursaeU wwasrn sauna oN when atm ensure separation from concrete without damage. C. Components may not In'anoe adjacent property lines. G. Maintain mesh relnluchg h oppcodrrotely the m!dde of slab during un,rrete q y 1Mpherla: tsnnperocaue Is above A. Drawings, Specifications, Division 1 and Contract. placrxner h operutkmt. 40 oeyrsew f (4 degrees i� dw Nnen Was Is ay 02515.33 REIN('ORC£MENT: 02511,12 DESCRIPTION OF WOW H. Protect concrete work from physkd damage or ro,r:ed strength wrhtch could be used 1. Men asphalt plants are aoswt Install a temporary poveme.rt of compocled time A. Locate, place and support reinforcement os epeclfled In Division 3, sections, winless DIVISION 3 - CONCRETE by trust, frosting actiona, o low temperatures taw nslal fins! povwnent under the CV41 vel Controct. A 1. Asphalt (bituminous) concrete paving, patching, and resurfoclng. Including boss otherwise !adlcated. 0 5132 course, where required. SECTION 030116 CONCRETE WORK 1. Do riot use cdck,m chloride, soft ^.nal ,'t.er matt contolnng antifreeze ogents PRL LICTS 2. Breakdown Rolling: Accomplish breakdown or Initial rolling irtmedlalely 02515.34 CONCRETE PLACEMENT: or chernk;al occeierators. :.SiJ 21 following rolling of trunsverso and longitudinal joints and outside edge. 03010.1 GENERAL MATERIALS: 3. SecondRolling: Follow breakdown rolling am sour ere possible, while mixture Is A. Comply with r irements of Division 3 sections for mixing and placing concrete, and J Men hot weather conditions exist that wou d seriously impar quutty and strength hot and In condition for curnpactlon. continue second rolling until mixture has as herein specified. 03010.11 RELATED DOCUMENTS: of concrete, place comate in compliance with Ame6con C,unuete v5totute Xp5k. k Use booty ovdable matenars and grodattons which exhlblt a satisfactory record been thoroughly eompoded. of prewas wvstotations 4. Finish Rolling: Perform finish rolling whir mixture Is sill warm enough for B. Place concreto using methods which prevent segregation of mix. A Drawings, Speclflcotlons, Division 1 and Contract. t,. Men cold weather condlions exist that would seriously MpaY quality and r:renyy removal of roller marks Continue rdlny until rover moies we elliminutod of concrete, place concrete in compliance with .AmorKan Ccrnaete vstitute 3068. 8 Stare Base Naturally a artificially graded mixture of natural a crushed grows!, and surface course has attained lit least 94 percent of maxim= theaetloal C. Automatic machine may be uced for curb and gutter placement at Contractor's option. 03010.12 DESCRIPTION OF WORK: ,p ,7Lmioo Mane, ratura x rn,sned sand. density. Machine plocannent must produce curbs and gutters to required cross-section, lines, 03010.37 nNi,,;H OF FORMED SURFAC::;: C- 5. Compact mixture with hot hand tempers or vibrating plate compactors In areas grades finish, and *ting as specified for Gamed concrete. A. The extent of concrete walk shown on drawings, A*halt Cement• Vlacosity grocie of AC-20, AR-8000. Inaccessible to rollers. A. Concrete surfaces not exposed-to-nAew in the finish work have texture Ynported by form facing h 6. All roping shall be completed by the time the asphalt concrete hoe coded down 02515.35 JOINT'S: 03010.13 QUALITY ASSURANCE: material used. Repor and patch tie holes and defective yeas and chip at' fine and Binder Carse Aggregate: Sound, angular crushed stone, crushed gravel, or gushed to 180 degrees F. other projections exceeding 1/4' In heigh& an send, $tans, or slog screenings. A. Construct expansion, and construction junto true-to•-line with face perpendicular to A. Comply wfth provisions Amerkon Cyiaets Inatltute 318 'Bulding code Requirements 02514.13 PATCHING AND SEALJNG: surface of concrete. for Reinforced Conaote" and 301 "Si:uclurol Concrete fa Bulidinga" except where 03010.38 MONOUTHC SLAB FINISHES: E. wearing Course Aggregala Crushed stone, crushed gravel, crushed tog or mare stringent requiermants are shown specified. 1fxrp-e6ged noturor sone wrath 80% posing No. 10 apeve. A. Patching: B. Provide premolded full size, ane piece joint fillers for expansion joints abutting A. Apply float finish to monolithic Mast surfaces, hilair saeoding, consolidating, end concrete curbs, catch basins, munholes, inlets, structures, walks and other fixed B. Form -4 froting nod foundations. Unformed placement of concrete Is not allowed. leveling concrete "a, do not work sarfoee until ready for floating. Begin F Mmdsrd Flier Limestone oust, hydrated lime, or other mineral dust, tree of 1. Remove deficient areas for full depth of course. objects. floating when surface water has dlsappa.ed or when concrete has stittened hxew matter. 2. Cut sides perpendicular end pardhst to direction of traffic with edges C. Conform to All 305R when concreting during hot weather.. sufficiently to permit operation of power driven Aoate. Clhoa and level surface vertical. 1. Locate expansion Joints at 20 o.c. for walks and curbs. plane to a toleronce not exceeding 1/4' in 10' when tested witri a iU wilohfecdgt G Prime Coat: Cut-bock osplvalt type; MC-3D, MC-70. or MC-250. 3. Apply tack coat to exposed surfaces before placing new asphalt concrete mixture. 2. Locate expansion joints at changes in sidewalk direction or Intersection. D, Conform to All 3068 when concreting during cold weather. 69 4. Fill with fresh, hot asphalt concrete. B. !3rovias 1/2' pitch In 4'-0' diameter of of Hoa Mons. H. Tocm Coot Hamogeneaus, medium acing, Iiquld asphalt. 5. Compact by rolling to specified surface density and smoothnass, flush with 02515.36 CONCRETE FINISHING: I. Sed Coat Al US-19 foo type. odjneent pavement. 03010.2 PRODUCTS 03010.39 CONCRETE SLAB CURING AND PROTECTION: � P A. After strlkinand d consolidating concrete, smooth surface by scrtedhq and 8. Seating (Where Indicated): mechoniool floating. 03010.21 FORM MATERIALS: A. Protect freshly placed concrete from premature drying and excessive cold or hot :. Car Bumpers: Precast micrele 6' long with beveled sides and provided with minimum temperatures of 2 hoes for iowei a )ornq 1. Existing Paving: Clean existing paving, prime as required and apply two coats B. After floating, test surface for Juanese with a 10' straight edge. Refloat as A. Forms for Concrate Surface& Plywood, lumber, metal, or other acceptable material. of seder at the rate of 50 square feet per gallon for both coots. Allow to required to wovide a continuos smooth finish. B. Provide moisture curing by one of the following methods for a period of 7 days. K Warlchg Point: ilil one blue pavement marking paint as hound in panting section cure for 24 hours attar each coot. B. Provide commercial formulation form-coating compounds that will not bond with, stain of specifications. C. Werk edges of Jobs, gutters, back top edge of curb, and formed Joints with 9-1/2' nor adversely affect concrete surfaces. 1. Cover concrete surface with specified absorptive cover, thoroughly saturating �,sa �2 02514.14 PAVEMENT MARKINGS: radius edging tool. cower with water and keepng con"ously wet. c.- 3 . ASF4iALT-AGGREGATE kAITUII 03010.22 REINFORCING MATERIALS: I Cover concrete surfaces with moisture-retaining cover for curing concrete, Provide A. Apply line marking point with mechanical equipment at rate of 1 gallon per 150 D. Light Brown finish, by drawing a fine-hair broom across concrete surface Dlocad in widest prac0coble width. plant mixed asphalt•-oggregate mixtur.. as approved and specified by local square feet perpendicular to the of troffic. A. Reinforcing Bars: ASIA A-615 Grade 60, deformed. 3. Curing compounds n occodonce with ASTU C-309 may be used as drectea by the h-nroy oulhontnes to suit project location and conditions. Owner. 1, Provide 3-inch wide Ines with text and homk Aped markings as requited by E. Strike contraction joints In exterior "a at a maximum of 5' o.c. that extend 1/3 B. Welded Wire Fabric: Plain cold-drawn welded steal wire, ASTM A-185. ^2513 3 EXECL'11CN code. the depth of the concrete and are perpendicular to the edges of the concrete. 03010.31 REMOVAL OF FORMS: 2. Lines and text symbols; white. C. Provide metal bolatert, chairs and other dev!;:es for spacing, supporting and ;_51 -l 31 SURFACE PREPAR00111: 3. Handicapped symbol of accessibility, blue. F. Altemate exposed aggregate walks where noted on the drawings are as follows: fastening reinforcing bars and welded wire fabric In place. A. Form work may not be removed In less than 5 days of until concrete has attained t aepare subgode according to the was report or the following, whichever Is 02514.15 WHEEL STOPS: 1. In lieu of light broom finish, evenly dbtrbuts a single layer of water warn, 03010.23 CONCRETE' MATERIALS: sufficient strength to cart' loads. gra.ter durable gravel, 3/8" maxnxxn and 1118' minnwm of ton/baige color. 03010.31 CONCRETE SURFACE REPAIRS: A. Secure wheel stops to paving with 24-Inch long No. 6 galvanized steel reinforcing bars 2. Embed the aggregate by patting with a derby and float and derby untl all A. Portland Cement: ASTU C150, Type It. EstoNish subgrode within 0.10" of the elevation necesay to provide required embedded Into earth to 1/2-inch below top of wheel stop. Fit holes around dowels with aggregate is thoroughly embeddedJett beneath the surface. A. Cut out honeycornb, rack pockets, Yolds over 1/4' in any dimension, and holes left by pavement thickness at finished grade. grout. 3. Expose the aggregate as soon as a grout covering the aggregata can be removed R. Normal Weight-Aggregates: ASTM C33, with maximum 1-1/2' for footing and other masa tie rods and bolts, down to solid concrete, but in no core, to a depth of less than by simultaneously brushing the hosing with water to match sample panel. concrete and 3/44 muximum for other concrete, i". Make edges of cute perpendicular to the concrete surface Thoroughly aeon, Provide all subgrodes undenain by sultable bearing material and free of all dampen with water and brush-coot the area to be patched with specified banding organic, frozen o r other deleterious material. Preparation of subgrodes after 01514.16 FIELD QUAIJTY CONTROL. 02515.37 CURING: C. Water. Clean and not detrimental to concrete. agent. Place patching matter after bonding compound has dried. stripping consists of proal-ralhg to detect unstable areas that must be undercut, sax fywg top 6 to 8 rrcirm, and compaction to prescrihe minimum density. A. General: A. Protect and moist cure fnlshod concrete paving, comply with applicabla requirements D. Calcium Chloride: Not permitted. B. Excessive honeycomb or embedded debris fn concrete Is unc-:eptoble, 3 Coompoct subgrode surfoce to 95 to 100 percent of the maximum d y density as 1. Test In-place asphaltic concrete causes for cxmpllarce with requirements for of Division 3 sections. E. Admixtures: Do not use without approvd. determYvea by the uodtfied proctor Methoa (ASlL D 1,557) for colhesive or granular density, thickness, and surfooe smoothness. 02515.38 REPAIRS AND PROTECTIONS: DIVISION 4 - MASONRY solos respectively. Compact the upper 12 inches of structural fill underlying 03010.24 ACCESSORIES: pavemert. a. Perform one 4-inch core teal .or density and thickness for each 5000 A. Protect concrete from ying,om premature drexcessive hot or cold tempatatwee, and SECTION 04200 INrIT MASONRY z aquae yards, taken at random locations. Additional coxes may be taken to mechanical Injury untl acceptance of wok. Exdude traffic from pavowt for at A. Provide 6 ml polyethylene vapor barrier cover over prepared base material for oil B Spreod gravel base course so that And thickness is as noted on drawings. determine an average thickness In determining compliance. least 7 days atter placement floor slabs. 04200.1 GENERAL 0 1. Start compoctfon at the center and proceed toward the edges of the pavement. 2. Provide final surfaces of uniform texture, conforming to required grades and B. Provide Daae course for all floor Mobs of averily graded natural gravel 3/8' maximum 04200.11 RELATED DOCUMENTS: `--" 2. Continue compact on urtl the stone base ceases to creep or wave ahead of the cross sections. DIVISION 2 - SITE WORK to i/8' minimum (pea gravel) or natural sand. roller. A. Drawings, Specifications, Division 1 and Contract. B, Thickness: SECTION 02831 CHAIN LW FENCING AND GATES C. Non-shrink Cement Grout Below Column Base Plates: Non-metolV, flowable, high C If base course does not consist of a mix of course and fine stone thatpprrovides a strength (4000 psi min at 7 days) conforming with CRD-C 621. 04200.12 DESCRIPTION OF WORK: oox si compacted base, spread a course of fines over the surface and soturate with 1. Verify Olcknese of aggregate base in 1 minimum of three locations on day of 02831.1 GENERAL. �J water Compact until grout famed by fines and water has filled voids and forms a installation, D. Membrane Curing Compound ASTM C309. A. Extent of masonry work Is Indicated ah Drawings. ►-+ nmol wove in front of the roller. 2. Conform thickness of compacted paving to ASTM D 3549 based on core teat. 02851.11 RELATED DOCUMENTS: 3. Conform in-ploee compacted Lhicunessea to the dimenaions shown on the Drawings. E. Absorptive Mats: ASTM C171 04200.13 PROJECT CONDITIONS: .-. 0. Take responsklity for subbase and base as being satisfactory for installation of Variation from indicated thicknesses cannot exceed plus-err-minus 1/4-inch. A. Drawings, Specifications Division 1 and Contract. pavement at the completion of the compxticna F. Bonding Agent: Polysr;,r resin emulsion. A. Protection of work: During traction, cover top of walls with heavy waterproof \_.J C. Density. 0283112 DESCRIPTION OF WORK: sheetny at and of each days' work. Cover partially completed ytructurea when work W 02513.32 PRIMER PREPARATION: 03010.25 PROPORTIONING AND DESIGN OF MIXES: Is not h progress, 1. Test density of compacted aggregate base course; conform to ASTM D 2167. A. Fxtanl and height of chain Ink fences and galea is shown on drawings. A. Apply primer in occordonce with N IIS-2 2. Field densly of compacted asphalt surface coursoex determined In oecordonre w,th A. Use proprietary standard design mix that meets the following qualities and furnish B. Do not apply concentrated Io.,Js for at least 3 dogs atter masonry wolfs are ASTiJ D2041. 01831,20 PRODUCTS satisfactory evidence of such. Accompany each mixer truce with a delivery ticket constructed. 8. Afhply primer to contact services of curbs and guttem noting type of concrete and materials. Nota placement location of each load on C Use :'eon sand to Not excess primer D. Surface Smoothness: 02831.21 STEEL FENCING: these tickets and fila dl tickets on the job site. 04200.14 ENVIRONMENTAL REQUIREMENTS: 1. Teal finished surface of each asphalt concrete course for smoothness using a A. Fabria No. 9 gauge steel wires, 2' mesh, both top and bottom selvages twitted and B. Conaste: Proportion to design strengths Indicated on drawings. A. Perform the following construction procedures during cold weather while the work Is 02513.33 TAU( COAT PREPARATION: 10-foot straightedge applied parallel to and at right angles to centerline of banded. progressing: paved area. 03010.26 CONCRETE MIXES: A, Apply tock coat in accadunce with Ai MS-19. Z Surfaces exceeding the following tolerances are not acceptable: 1. One-piece fabric widths. 1. Wien air temperature Is from 40 degrees F (1 degrees C) to 32 degrees F (0 2. Galvanized with not less than 1.2 ounce zinc per square foot of surface. A. Ready-Mix Concrete: Comply with requirements of ASTM C 94, and os herein specified. degrees C), heat sand or mixing water to produce mortar temperatures between 40 8 Apply tock coat to contoct surfaces of curbs and putters. a. Base Course: 3/8-Inch In 10 feet. degrees F (4 degrees C) and 120 degrees F (49 degrees C). b. Surface Course: 1/4-inch in 10 feet. B. Galvanized steel framewc-Ilk with not lose than 1,8 ounce zinc per square foot of 1. Addition of water to the batch with insufficient slump Is not permitted. 2. When air temperature Is from 32 degrees F (0 degrees C) to 25 degrees F tlEtit9oscs 02513.34 PLI1CIhG MIX surface. 2. When air temperature Is between 85 degrees F (30 degrees C) and 90 degrees F (-4degree3 C), heat sand or water to produce mato temerature between 40 (32 degrees C), reduce mixing and delivery time from 1-1/2 hours to 75 minutes, degrees F (4 degrees C) and 120 degrees F (49 degrees C�; mailtan temperature A. Race asphalt Ldnaete mixture on prepared surfoce, spread and strikeoff. Spread C. Galvanized accessories and hardware. and when air temperature Is above 90 degrees F (32 degrees C), redu ce mixing of mortar on boards above freezing. mixture at minimum temperature of 250 degrees F. P!oce noccesslNe and small areas DIVISION 2 - SITE WORK and delivery time to 60 minutem. 3. When air temperature Is from 25 degrees F (-4 degrees C) to 20 degrees F (-7 by hand "toce each course to required grooe, cross-section, and compocted 02831.22 FRAMING AND ACCESSORIES: degrees C), heat sand and mixing water to produce mortar temperatures between thickness SECTION 02515 EXTERIOR PORTLAND CEMENT CONCRETE 03010.3 EXECUTION: 40 degrees F (4 degrees C) and 120 degrees F (49 degrees C); maintoi n _. A. End, Caner, Pull and Gcte Posta: Minimum 4.0`00 steel pipe 9.11 pounds per linear temperature of mortar on bonds above freezing; use salamanders a other heal it Place Wait :concrete mixt-we oy paver h grips not less than ;0' wide. After 02515.1 GENERAL foot, .266" wail thlcknein. 03010.31 FORMS: sources on both sides of walls under construction; use wind brandes when mind is h s. strip hoa been placed and rowed place succeeding strlj�s and extend roiling to in excess of 15 mph. owap previous ships. Complete binder course fa entire site before placing 92515.11 RELATED DOCUMENTS: B Line Posts. Minimum 1.9' OD steel pipe. A. Arrange and assemble form work which is readly removable without damage to 4. When air temperature Is 20 degrees F(-7 degrees C) and below, heat sand and wea " ccurse. cost-in-place concrete surfaces and adjacent material& mixing water to Produce mater temperatures between 40 degrees f 4 degrees C) A. Drawings, Species:otlons Division 1 and Contract. C. Tension Writ 6 gauge, coated coil spring wire, metal and finish to match fabric. and 120 degrees F (49 degrees C). Do no lay units which have a sur Lice C Jointr. Macke joints between std and new pavements to ensure continuous bond between Locate top and bottom of fabric. B. Construct forms to sizes, shapes, Ines and dimensions shown, and to obtain accurate temperature of 20 degrees F (-7 degrees C) or Now. od)onng wort:. Construct pints to have some Itxture, density and smoothness on 02515.12 DESCRIPTION OF WORK: alignment, location, grades, levels and plumb wwrk. Suppled brace and maintain other sections of asphalt concrete course. D. Post Tops: Weathertight closure cap, one cap for each post. formwork to support vertical and lateral loads until such loads can be supported by B. Perform the following protections during cold weather for completed masonry and A. Extent of exterior portland cement concrete is shown on drawings, Including curbs, concrete. naeonry not being waked on: 02513.35 ROWNG: gutters, walks, and paving. E. Stretcher Bons: One place lengths equal to full height of fabric, with minimum cross-section of 3/16' X 3/4". Provide with bands at 15" o.c. C. Use factory-hstricated, adjustable-length, removable or snap-off metol form ties. 1. When the mean dally air temperature Is from 40 degrees F (4 degrees C) to 25 A. Rd' pavement with tondorn stead wheel eight 'an roller when mixture all boa roller 02515.2 PRODUCTS degrees F (-4 dagreasa C), protect masonry from ran or snot to a t least 24 weignt without excessive displacement. F. Swing Gate: Perimeter fromes of 1.9' 00 pipe, flnlshad to match framework, with D. Provide openings in concrete form work to accommodate work of other trades. hours by covering with weather- resistive membrane. 02515.21 MATERIALS: horizontal and vertical members to ensure proper gate operation and for attachment 2 When mean daily air temperature is from 25 degrees F -4 degrees C) to 20 8. Compoct mixture with hot hand tampers or vlbratirg plate compactas In areas of fabric, hardware and oecessoles. Use some fabric as for fence. Provide 03010.32 PLACING REINFORCEMENT: degrees F (-7 degrees C), completely cover masonry with Insulating blankets or inaccessible to rollers A. Forms: Steel, wood or other suitable material of size and strength to resist dksgonal cross-bracing consisting of 3/8' diameter adjuatable length truss rode on similar protection for at least 24 hours. movement during concrete plocement. gates. A. AccuratelyPoaltion, support and segue reinforcement against displacement by form 3. When mean doily temperature Is 20 degrees F (-7 degrees f' rind below, maintain C. Aecorroish brookdown or initial rolling immediately following rolling of }Dints and wok, construction, or concrete placement operations. masonry temperature above 32 degrees F (0 degrees C) to 4 hours using outsae edge. 1. Use flexible spring steel forms or laminated boards to farm radius bends as G. Furnish the following hardware and accessories for each gate. enclosures and supplementary heat, electric heating blankets, infrared lamps, required. 1. NI bare shall be continuous In longest length possible with minimurn 36 bar or other acceptable methods. 0 Perform finish rdln,; while mixture is still worm enough for removal of rover 1. Hhgee: One and one-half pair to suit gate size, non-Ilft-off type offset to permit diameter laps. maks. Conten, rolling until roper marirs are eiimnated and course has attained B. Form Coating: Non-stalning form release agent that will not discolor a deface 180 degrees gate opening. 2. Bent comer reinforcing shall be provided to lap and match horizontal 04200.2 PRODUCTS �- maximum d-srty surface of concrete. 2. Latch: Forked type and plunger-bar type to permit operations from either side of reinforcement. -- gate, with padlock eye. 3. Minimum coverage for any reinforcing steel shall be 2". 04200.21 MASONRY UNIT'S, GENERAL: ORAw►e BY. E. Remo,,L and replace paving onset mixed with foreign materials and defective areas. C. Welded Wire Mesh: Welded plain cold-drawn sled wire fabric; M!SI/ASTM A185. 4. Welding for fabrication and Installation and is not permitted. CWCXEP 8" H. Privacy Slott: 2 -3/8' wide X 3/8" thick redwood. A Manufacturer: Obtain masonry units from one manufacturer, of uniform texture and F After Md rolling, do not permit vahiculor traffic on pavement until it has coded D. Reinforcing Bars: Deformed steel bars; ASTM A615. B. Install welded wire fabric In as long lengths as practicable. Lap od)olning places color. K&DW and hardened. 1. Use Aluminum alloy steel wire ties spaced 12" o.c. for tying fabric to tension wire. at least two full mesh and loot splices with wits. E. Guard Poeta Standard wsighl galvanized steel pipe of nornhof diameter Indicated 1. CONCRETE MASONRY UNITS: 02513.36 SEAL COAT: an drawings. J. Provide concrete with a minimum 28-day oompr"esslve strength of 3000 psi using at 03010.33 INSTALLATION OF EMBEDDED ITEMS: M -70H least 5-1/2 sacks of cement per cubic yard, I maximum size aggregate, maxkmum 4 A. Size: Manufacturers standard units with nominal face dimensions of 16' long X 8' / A. Apply seal coat tc rearing course in xcordance with Al NS-19. F. Comply with requirements of applicable Division 3 sections for concrete materials, slump, and 2% to 4% entrolned aY. A Set and build into work anchorage devices and other embedded Hams required for (15-5/8" x 7-5/8" actual), unless otherwise indicated ASTM C90, I*e 1. Use FRAME citing materials and others as required, other wok that Is attached to, a supported by, cost-h-place concrete. standard block unless one of the following is indicated on the Drawings: 02513.37 TDLF.RANC>=S: 02831.3 EXECUTION: 1. Six (6) percent air-entraining admixture required in d l exterior concrete. D3010.34 PREPARATION OF FORM SURFA.,ES: 1. Split face. JOB W well; A. Flatness: MaxiTium variation of 1/14 inch measured with 10-foot straight edge. 02831.31 INSTALLATION: 2. Slump atone. G. Comply with requirements of applicable Division 7 sections for preformed expansion A. Coat contact surfocea of forms with a form-cooling compound before reinforcement Is 3. Fluted. 9 S&&aulied rAmpocted Thlcknesx Within 1/4-Inch. joint fillers and seaters. A. Drill holes for poste of minimum 8' diameter and spacing shown. Excavate hole placed. depths 3' lower then post bottom, with bottom of posts set not less than 36' below B. Special Shapes: Provide where required for corners, iambs, control jNnts, hood", r "lIaflor From True Elevation: Within 1/2-inch. H. Prefabricated Steel Light Pole Bases: Where noted to be filled with Concrete will finish grade surface. 03010.35 FORM CLEANING: bonding and other special conditions. PFk11011'PE tSWE OATS be supplied by the Owner. PAvEAEN' MARKINGS AND CM BUMPERS: B. Center and align posts In holes 3" above bottom. Place concrete around posts and A. Clean forms to remove foreign matter within forms. 04200.23 MORTAR AND GMJT MATERIALS: ^ I. Stone Base: Naturally a artificially graded mixture of natural or crushed grovel, vtxale a tamp. Hold h vertical position during placement and finishing 6 - 4- Q% f Ar.I concrete car bumpers to pavement with two sarin 2' long dards (riven through crushed stone, natural or crushed sand compacted per Earthwork Section. operations. B. luring cold weather, remove Ice and snow from within forme. Do not use de--kcIng A. Portland Cement: ASTM C150, Type I, exctpf TWe IM may be used for cold weather r,aass it, bumper into pavements 1n.d fil aaund duw•'s with co,crete. silts. Do riot use water to clean out forms, unless form work and concrete construd.tion. Provide natural cola. 02515.22 CONCRETE MIX AND DESIGN: C. Install brace assernblles so posts are pkxnb when diagonal rod is under proper construction proceed within heated enclosure. Use compressed air or other means to C1411T 4JWBER B Apply we (2) teats making pavement mng pollrO with mechanical eQu;:hent to product tension. remove foreign mattes-, B. Malo Aggregate: ASTM C144, except for }.,lints less than 1 14.' use+ aggregate ajroded krxtferrn ter �eA Comply with requirements of applicable Division 3 secllaha for concrete mix design, with 100'1 passing the No. 16 sbve, and quality control. D. Ir•itdl tension wires before stretching fabric and lie to each posts. SP2 PACIFIC NNVY 113293C. Hydrated Lime: ASTM C207. type S. � SUP 93-027P i' 39 OF 49 Mt MED 1 F7i)t t- GLAB3 4MADE IN CHINA IN 71 111 ll I r k0iz1N1e ASN C404 G. Touch-Up Prlrna tkw k.elkxhlral Sudoces: SSPC 20, Type 1. 06100.1.5 HfFENENCkS: DInASION 6 - W(X)D AND PLASTICS F Ube parn(,neh Callon diad katwrl brocing of 2 X 4 4W W at I"M r✓frr"V, E >Xor• o>oaimi. Ree v jeslei maleride Old% would h un the drarnrp toy the bottom trocng poperldvu+a► to the purrs of v4 Inas rr.d ebengM a bored A. Comply with Product Standurd 20 for lumber. SFCTK)N (X182 PREFABRICATED WOOD TRUSSES k,strll u. tris lop of 04 boUrrm (laud still 2-iM rials of sou, truss �:'t1024 M1SotAWy 4;,. �i�1RtES 05010.22 f1NIS11: �' B Comply with Product Standard 1 for plywood at with appllcatale APA Pelormance 06192.1 GENERAL G Do not eel comentruled loads atop the trugm until the netaWit,ua and feel rarg l FNQ%O a weardea see fsAikv>f%q untie poetabr wloo in stia4hi fahgths of not leas A. Prepare structural component surfaces in accordance with SSPC SP Slarndmilu Slundurd la type of panel indicated of It-iiiwalka rw�l Unealhny hos Lon crrnplNed 06192.11 RELATED DO(a11JENTS: town 10, (shin mots-AI n'(m'ner ani tee units. Fabstvte from ciAd-drown steel wire B Shop prime structural steel members. Do not prime field voided surfaces or surfaces C Comply with Product Stcrlard 56 for Ouad laminated limber coevollau� wrlh ASIIZ Wth 0010111W conthu" sloe rods and plop cross--rods, in axxnlact with connate. A. Drawings, Specifications, Dlvlslon i and Contract. Uf'ASION 8 MXA MWJ PLASTICS aha a Unlit rdth Of t- 1 ' to I#" than thr►nkness of raft of partitions. 06101114 PkODUC! HANIn.JNG C In high humidity areas similar to noddo and Hawall, gofvianUe structural steal B. Consult drawings for recommended panel configuration and raluked truss profile with SECTION 06200 FINISH CARPENTRY t Trial twee fOprltetW rlh sinnye pair of 9 go. stare rots and 9 qa continuous manben Including kauiectors to ASiLI Al2.1 with mhknum 1.25 02.sq. ft gdvonizad A Keap materials dry at dl times. Protect against exposure to weather and concoct mho unum (meanie( design. Jagv+a aces iruss MWW r,"t more than III" oc. ct0iny in Iheu of shop lxlming. with damp or wet surfaces. 08200.1 r1NEkAI a. Dur-0-10 Stan'"" 05010.3 EXECUTION 06100.15 JOB WNDiTiONS 06191.12 DESCRIPTION U WORK: 0620011 kfLATFD DOCUMENTY !! Kativud ire Prcou;ts C A Prefabricated structural units consisting of metal plate connectors and dimrrrskm arporatw Standard. 05010.31 ERECTION: A. Fit carpentry work to other work; scribe and cope as require' for accurate fit, lumber assembled prior to dellvery to the )ub elle. A. Drawings, s4reelflcotlons, Dlvddon 1 and Contra: 9 :Wiorcn Bars• Nk mod steel, ASTII A 61S, tkode 60 of the sizes shown. Carrduls location of tuning, nalers, blocking, gruunda and uimlur supports to 4 A Allow fa erection loads, and for sufficient turnporay brocinq to maintain structure allow proper attachment of other work 06192.13 OUAIJTY ASSURANCE: 0620012 1SCRIPT'ION OF WORK: sate, plumb, and h true alignment until connplalion of erection cad hstallution ul C 9td64 Paper AST11 M6 Na 15 asphalt saturated felt or ASTM D227 No 15 pesmanatt bracing. 06100.2 PP.tODUCTS A. Provide wood trusses meeting the design and fabricailon criteria of 'Nulicrhd Design A Fiisti carpentry Indudes carpentry wcrk ,which is exprwed to view, rid is clod-Is--saturatwl foil Spodfwt.lahs fur Stress-Grade Lumber a►d Its Fualaaingge" by Nutlorlol Euost nuc structural Ikey of fli wrpentry w(rk in trhhs seclmi ercfude B. Do not field cut k11 alter structural members without approval of Architect. 06100.21 MATERIALS: Piuducte Association (latest revision); 'Tlrrnba Construction Slondurda' by Amiican 0. Aeanktq Sdulixr Von-act6c, not hOnf►AuM 10 maaarxy work or adJoosnt Institute of Ember Construction (loteat revision) the sane w t lheso 1. Exterior trim ►nOtsrvrs C. Atter eiectlon, touch up oil damaged finish surfaces. A. Nomind sizes are Indicated, except as, shown b dalul dimansions. eP Y Specifications and all lhak relerehces were set out In fop herein. 2. Plallr, larainoted cabinets, cu,ntex'ops anal LocksT.la;sha 0+200.:5 Mt1RTAR AIrC` t�2rOUT M1hlES 3. wood shelyng. U Place specified gout under all base plates. I. Provide (teased lumber, S4S, unless otherwise indicated. B. Fabricator: Eatoblio ned fkm regularly involved In the engineering and fabrication 4. Prefnhrhed ponding. 2. Provide wasoned lumber with 19% maxrnum moisture content at time of dressing. of the type trusses required and rxibaeribing to Truss Plate Institute (I P I ) A 11no not low the freezing print of mortar of gra,t Cy use of a,tmhturea or 0501032 EREC11f1N TOl FRANCES In-plant inspection. 06200.13 UJAIJTY AS;URAWT anti-1`eaze 09011s. B. Frowning (2 X 4, 6 6c B Interlor): Construction grade Douglas Fir, Western Hemla:k or Do not use caix,T Mlvhle 'n mortar or grout. A Maximum Variation From Plumb: 1/4-Inch per story. Southern Pine, 06192.14 MINIMUM nr9GN CRITERIA: A. Perform wok In ocicadonce with AW Premium Quuflly Standards. 1 9 Marler for Unit tyaapnrY Comply with ASTM C:?0, Propertlorn SpOdAcatfon, except B. Maximum Offset From True .Aignmenl• 1/4-Inch. C. Structural Franhg (4" & 6' Norrlind INckness): No. 1 Douglas Fir or No. 1 K.D. A Design ploteo, lumber and confglurca otlon In acdonca with the approved values as 06200.14 PRODUCT Oft-1 Y, STORA(f MID HMAUNG Southern Yellow Pine with minimum fb - 1500 p e.1. accepted by local code outs ( dins. taunt matsnata to those sparked herein, and lmit cement/lime ration by volume as A Prota l finis! carpentry materials during transit, delivery. Naroge, and handling.r xlowt DIVISION 5 - METALS D. Heodars, Rofters, Lodgers, and Exterior 2 x 8 Walls: No. 2 Grade Douglas Fir or No. B. Repetitive member stress increase Is permitted for trusses 2'-9' a.c. (lumber only). 1 Type S Over 1 4 to t " t lime )Ier 2 Dense K.U. Southern Pints with mhlinuen fib - 1250 p.a.l. 06200.15 JOB CONDITIONS: up - pa F pal of Portland cement. SECTION 055t)Q METAL FAJ3RIc'A fiONS C. Design live load for a mnhnum 30 P.S.F. (20 P.S.F. where Wowed by local code) C Qat far Unit Masonry Comply r+tit+ AST11 C476; 3000 psi; strength at 28 days; 8-10 05500.1 GENERAL. E. PI!wood Panels: APA performance - rated panels complying with requirements with greater loading as required by local code authorities. Add medtanieal A. Do not nstoll Interior finish carpentry materials until the buidinq is weather nous �rnp in(Hcoted fax grade designation, span rating, exposure durability clasalficollon. equipment load to live load. tight and rat work has been LcimVered n installation oreus Idntlfy each pond with appropriate APA traiemork. 05500.11 RELATED DOCUMENTS: D. Maintain In Indicated on the drawings with des calculations based on 2'-8" B, Perform installation of dl fingh carpentry materials to eoordinrts with 04200.3 EXECUTION I. Wall Shaat�Ing: o.c. splicing. g q � app icatior of finiehoe without uri exexpoiawe. A. Drawings, Specificctfons, Division 1 and Contract. 44200 31 hNS'k-LATiON GENER . a. Expos ire Durobilty Classlflcatlon: Exterior. E. Duration load Increoae of 15X maximum for snow conditions Is permitted (lumber and 06200.2 PRODUCTS 05500.12 DESCRIPTION OF WORK: L Soap Rating: 24/0 (16/0 for curved members), connectors inclusive). 0 A. l�nesa K11,1 srnyre-►ylt+e woes t. the actual thickness of line Masonry sotto, 08200.12 NATFI?IALS uswhq snob mra cr N)ori smarm or speaped. A. Shop fabricated fefrous (metol items. 2. Rauf Sheathing: F. Deflection is limited to L/240. U B. Cut moron units with motor-driven saw designed to cut mo A. Nominal sizes are indicated, except as shown by detailed dimensions. Provlde w ry ign sorry with dean sharp, B. Trash endosune gates a. Exposure Durability Classification: Exterior 06192.15 SUBMITTAL: dressed of waked and dressed lumber. -cc u nchppeo7 eoges. Cut units as required to provve pattern shown and to At b. Spat Rating: 32/16 oapnnq wan rveot.y Use tug un is without cutting whatever possible. C. Aluminum laddsr. A. Forward two copies of the dealgn/shop drawings and etructurd calculations to the B. Provide kiln-dried lumber having a moisture content not greater than (duos C)t1lin C. Do not wet concrete masonry units F. Termite Shield at all Exterior Wallis: 20 gouge sheet metal with a hot-dip zinc Roglotn Constructin Dap irtrnatt for permanent files. Note the following Information required by the (01cobte yrodvng rwe5. D. Aluminum base. coating and mechanically broke to configuration hdk:aled. on the Drawing and calculations. 0 Frozen blt"ll and Wok: Do not use frozen moterids or materials mixed or coated E. Stainless steel late. C. Exterkr Trim: 'C Select" (IVP-Cholcoa IS Douglas Fr a Southern Phe. art^ ince a host. Do not build on frozen rare. Remove and r e mason( work p G. Fasteners and Md►oro: Size, type material and finish as indicated. Provide metal 1. Name, sed and/or registration number of o structural eflgIneer licensed at the eP Y hangers and homing anchors of the size and 1 recommended by the manufacturer. I plat* where the project Is located. D. Shelving Motorial O,L^ 3ged by host or freezing. F. Stainless steel wall covering. Provide hot-dip zinc coated fasteners h contact with stucco, used with floor 2. Design and fabrication data. plates, and exposed-to-weather location. 3. Metal connectors: Manufacturer, size, gauge and location. 1. A-A nterk,r grade Douglas FY plywood with solid wood edge ',and (exposed edges) E. Pattern bona Lay mosonry in n,mhg bond with re-tkd pinl in each course G. Catch basin frame and grate. 4. Lumber grading for each member. 2. "Clear' S4S Douglas fir or Southern Pine. cantered on 6nits in courses above and below. Bond and interlock each course at H. In high humidity areas similar to Florida and Hawaii, hot-dip galvanize all metal 5. Pitch, span and spacing of trusses. corners, ,nes: otherwise sown. 05500.2 PR.X)UCTS hangars, anchors, and fasteners. 8. Design loading and allowable unit stress Increases. E. Plastic Laminate Cabinets, Counter-fops and Bo(lespiosher. F. La)►-up rot, pwxnD and G rat and with courses level, oeaxatdy spaced and 05500.21 MATERIALS: 7. Tension a compression force for each member. caorop wo l with acne rartc 1. Bulding Paper: Two layers of 30/ asphalt saturated felt, non-perforated for 8. Building size and address". 1. Exterior rode plywood of minimum 3/4' thickness. horizontal and sloped surfaces. 9. Handling and erection instr„etlona. 2 039' Un ck, General Purpose Type (hip-pressure) plastic laminate A. Steel Sections: ASTIJ A30. Glossometer rating lengthwise of 6t-2. t` G Stopohg and Raauming Work Rode back 1,'2 - masonry unit length In each course; do a Clued Laminated Beams: Construct of any softwood lumber (meeting or exceeding 06192.2 PROC'JCTS: 3. Fobrlcals countertops and backeplashm as single units not tooth. Qean exposed surfaces of set (masonry, and rernove loose masonry units B. Sted Ploles: ASTM A283. Fb=2400 p.iii Fv = 145 p.s.l., Fc (tension face) = 650 p.s.i., Fc (compression or,d mortar Wb► to toying hash mosonry. face - 650 p.s.i. and t =1,600,000 p.s.l (U.B.C. 24 F-V4). Use waterproof adhesive 06192.21 LUMBER: F. Prefinlshed Paneling: C. Steel Tubing: ASTM A500, Grade 9. and end seder. Provide units manufactured by AITC - " ansed firm; Industrial H. A3 the wont progresses, bull-n Items specified under this and other sections of grade AITG 110 with a camber of 1600-R. A. Use lumber bearing a grade-mark stomp Indicating type grade, mill and gradin, 1. Flbergtass reinforced polyester panels 1/8" thick with pebble grained finish Jhase specifiuntn)ns fit in sdldly with mosonry around built-in items. D. Steel Pipes. ASTM A53, Type B. agency, Provlae ad top and bottom chord members of each truss Dearing a grade-mark and matching PVC moidr'ia. Colors as indicated or selected by orchitect ,42X.32 MORTAR BEDDING AND JOINTING: E. Bolts, Nuts and ASTM A325. 08100.22 WOOD TREATMENT: in place upon delivery to the Job site. G. Provide nolle, screws and other cnchaIng devices of the proper tyre, size, material and A. Where lumber or plywood Is Indicated as "Treated', or Is specified herein to be B. Minimum nanind lumbar size Is 2 X 8 with top and bottom chords alzed lager as finish for applicuborn Indicated to provide segue attachment, con(_eulea where possible A Mix mortor ingredients for a minimum of floe minutes In a mechanical batch mixer, F. Welding Materials: AWS D1.1; type required for moterlds beteg welded, 'Treated', comply wl", applicable Iequiremernts. Mark each treated Item with the AWN required by desk:. The mlninnum lumber grodhg acceptable Is; use water dean and free of deielerious materials which would impair the wok. Do Ouollty Mak Requirements, H. Provide cabinet hardware as Indicated on draw". not :se mortar whin nos begun to set, or if more than 2-1/2 hours has elapsed since G. Aluminum: 6063 - T5 alloy. 1. Tap Chord: No. 2 -• KDi9 - Southam Phe or Douglas FTr - Larch MC19. w-tial mixing, Retenper mortar during 2-1/2 hour period as requked to restore 1. Pressure-treat above-ground Ita;rne with water-borne preservatives compl;dng with 2. Bottom Anord: No. 2 K019 - Southern Phe or Douglas Fr -• Larch MC19. 062M.3 EXECUTION wun,abilily. H. Stainless Steel: Match type and thickness of kitchen equipment AW EI LP-2. After treatment, kiln.-dry to a maximum moistur6 content of 19X 3. Monsa-d Chorda No. 2 - KD19- Southern Pine or Douglas Fk- - Larct. MC19. Treat indicated Items end the following. 4, Web Members: No. 3 Dry 19 - Southern Phe or Douglas Fir - larch M09. 013200.31 INSTALLATION B Loy hallow concrete masonry units with full mortar coverage on horizontal and I. Catch Basin Frame and Grote: Neenah R-2533 catch boaln home with type '.1' grate. vertical tone spoils; also sea webs in mortar in starting course on footings and a. Wood sills, aleepara, blocking, furring, stripping, and slmllar conceded C. Hem-Fir lumber Is not acceptable species of lumber for chords or ad) members. A. Discard units of material which are unsound, warped, bowed, twisted, or too smoli to foundation wail and in al course of piers, columns and plasters, and where J. Shop and Toich-Up Primer. SSPC 15, Type 1, red oxide. members in contoct with the floor or foundation. fabricate work. adjacent to calls or covltes to be reinforced err to be fllea aith concrete or b. Wood curbs, blxking and nollers located above the roof sheathing. D. Do not use lumber that has a slope of grain exceeding the standard 1" slope to 8' run. groat. K. Touch-Up Primer for Galvanized Surfaces: SSPC 20, Type 1, B. Install the wok plumb, level, true and straight with no distortion. Shim as B. Provide glued laminate units with heavy saturation coat of penetrating sealer on all E. Dead knots ore not ocxepted In any lumbar. required using conceded shims. Install to a tcderkrce of 1/8' in 8'-0' for plumb C. Joints: Maintain 3/8" Joints and cut flush. 05500.22 FABRICATION: surfaces after fabrication, sanding and and-coat seon':ng. and level countertops. 06192.22 CONNECTORS: 04200.33 HOR12ONTAL AN' .rRTiCAL JOINT REINFORCING: A. Flt and shop assemble In largest proctk:al sections, for delivery to site. 06100,3 EXECUTION C. Scribe and cut want to fit adjoining work, air! refinish cut surfaces or repair �. A. Manufacture all truce c(rnlrector plates from only prime commercial quality gdvanlzod damaged finish at cuts, r , A. Provide conthucius hor`zorta: pint reinforcing as Shown and spedfied. Fully embed B. Fabricate Items with Joints tightly fitted and secured. 06100.31 INSTALLATION: sheet of no lose than 20 gauge (0.036') thickness with a minimum yield of 33,000 `J Ion aq tudnal aide roar n mortar for they entire length with o minimum cover of P.S.I. and a minirnurn ultimate tensile strength of 48,000 P.S.I. Provide corrosion D. Install trim with minimum number of joints possible, using full--length pieces. '--u 5/8' on exterior side of rains and 1/2' at other locations. Lap reinforcement a C. Grind exposed welds flush and smooth with adjacent Mlsh surface. Make exposed A. General: resistant coating of 1.25 c-. per squire foot, commercial doss, hot dipped Stagger )olnts In adJocent and related members. Cope at returns, miter at ca•ners (� minimum of 6' at ends of unitm Do not bridge control and expansion joints with joints butt tight, Mush, and :na'rlina. Ease exposed edges to small teniform radius. galvanized or equivalent. Cu,Iforrh all connectors with design specifications for orid use scat joints for end-to-end joints. rcnforc,ng, as otherwise indicated. Frovide continuity at comers and wall 1. Set carpentry wait occurotdy to required levels and lines, w.kn member: plumb light metal plate connected vi trusses by Truss Plate Inetttute. / l intersections by use of prefabricated V and "T' sectioni. Cut and bend units as D. Exposed Mechanical Fastenings: Flush countersunk screws or bolts; unottru:ively and true and accurately cut and I",!fed. E. Anchor finish carpentry work to blocking with countersunk, conceded fasteners and `J uwecteo by rrunufoct ret for continuity at rutuma, offsets, and other specld located; conaistent with design of comfxxnenl, except where specifically noted 2. Securely attach carpentry work to substrate by anchoring and fastening as B. Provide each plate beoring the stamped name of the manufacturer furnishing the blind nailing as required for a complete hsldluUun, Use tine finishing nails lot conditions. otherwise. shown. Countersink nal hoods on exposed carpentry work and fit holes. Use engineered truas deatgn, exposed nallhgs, countersunk and filled Mush with Mished surface. common wire nails, except as otherwise indicated. Select fasteners of all e B. For single-wy' a walls Space reinforcing at 32' o.c. verticdly. E. Supply components required fer andiorage of fabrications. Fabricate or,dhors and that will not penetrate members where opposite aide will be exposed to view or C. Where field connections of truss sub-assemblles ore necessary, spMlol nail on F. Install prefnnlshed ,paneling In accordance with manufacturer's Instructions using �1 rioted componanta of some material and finish as fabrication, excepr. where will receive finish materials. splice plates are acceptable, providing the plate sizes and positions are shown on the manufacturers adhesive, clips and suggested naling. Install division, corner �� I 0420C.34 CONTROL JOINTS: spoclficolly noted otherwise. the truss engineering design as approved by the truss plate manufacturer, and edge moldings as supplied by paneling manufacturer for color and design of A. Provide verticod control pints at maximum 20-feet o.c. F. Provide trash enclosure gates with hardware Indicated on drawings. B. Stud Framing: 06192.23 FASTENERS AND A(, MAGES: paneling, 1. Provide stud framing as shown. Provide single bottom plate and double-tap G. Anchor countertops securely to base unite and other support systems using concealed 04200.35 PARGING: (Below-grode alis only): 05500.23 FINISHES: plates 2' thick by width of studs. Nail or anchor plates 10 supporting A. Provide aIle and type of nails, screws, bolts, nuts, washers and anchoring devices Screws. Seal Joint between backsploshas and verticd/horizontoi surfaces with construction, as noted on the drawings. corntnuous silicone rubber sedont. i_ Dar,pen mosonry walls P`7 to parging. A. FERROUS METALS: 2. Construct corners and Intersections with 3 studs. Provide miscellaneous blocking and framing as shown and as required for support of facing materials, 06192.24 FABRICATION: 06200.32 ADJUSTMENT, CLEANING, FINISHING AND PROTFCTION: 8 Scanty each paging coat to ensure full bond to subsequent coat. I. Cleat surfaces of rust, scale, grease, and foreign matter prior to fhishinyy. fixtures, specialty Items and trim, 2. Do not finish surfaces in direct contact with concrete or where field welding A Accurately out all truss members to length, angle and true to line to assure tight A Repair or replace damagedand defecllve finish carpentry work whenever ponbb to fg:lt5kke5 C. Parge masonry waits in two uniform cuata of mortar to a total thickness of 3/4-Inch. is required. a. Provide continuous horizontal blocking row at mid-helght of walla, using 2' )Dints for finished truse. eliminate defects funcuW,auy and visually. 3. Prime point Items with one coat. Uilck members of some width as wall or partitions. 0. Steil tro.e, surface smooth and flat with a maximum surface variation of 1/B-inch 4. Golvonlze Items exposed to weather with minimum 1.25 oz. sq. ft. zinc coating. b. Wood curbs, blocking and nallrrs located above the roof sheathing B. Simultaneously press connectorplates Into each aide of the fonts using a minimum B. Clem finish carpentry work on exposed and serol-exposed surfaces. Touch-up _ per foot. 5. In high humidity areas similar to Florida and Hawaii, galvanize all Item with vertical pressure of 50 tons while dl truss members are tightly drooped to special Jigs. shop-applied finishes to restore damaged or 3010 areas. i minimum 1.25 or. sq, ft. zinc coating In lieu of promo coat paint, 3. Frame openings with headers, beams, columns or posts of multiple members of E. Strike top edge of parging at 45 degrees. size and quantity as noted on drawings. Sol headers and beams on edge and C. No open joints which depend on stlffnesa of the metal connector plate to transmit 8. Aluminum: support as noted by not less thon width of studs. Extend stud full ',eight of stresses will be allowed. ,.4200 3f POINTING AND LEANING: wall of each end of heads and bean. DIVISION 7 - THERMAL AND MOISTURE PROTECTION1. Ladder : MMI flidsh. D. No wane or knots may enter the Joint or connection under the hall plate. A Pointing: During the tooling of joint&, vlorge any voids or holes, and oxmpletely a. Headers and posts to be ndled units of wood (members. Use rings of SECTION 07200 INSULATION fu rtr mortar. Pont- up dl joints at corners, openings and odjocent work to C. Stainless Steel: Match finish of kitchen equipment, sufficient length to penotrale ON members. Nal from both sides with two E. No more than one (1) live knot of a size speclfled and conforming to thepr()per - -- provide a neat, uniform appearance. rows of nails on eclat side and space nails 12' o.c. staggered ov�+r grade mark will be accepted h total between the two members jointed aro single 07200.1 GENERAL B Cleaning- Remove excess mortar smears as work progresses. Replace detective 05500.3 EXECUTION langths. conn-liclion. 07200.11 REI ATT D DOCUNEiITS: motor. Match adjacent work. Clean exposed Soiled surfaces with cleaning Solution. 05500.31 PREPARATiON: C. JOIST FRAMING: e. Permanently starnp each truss with the name and address of the Cuss fabricator. use non-m•'c►Ik: rods in cleaning operations. ontrocl. A. peon and strip primed steel Items Po bare metal where site welding Is required. 1. Provide framing of slzAa and spacing shown. !nstall wi h crown edge up and G. Clearly mark or Mag each truss indicating points of pick-up. A. Drawings, eci(icdtions Division and support ends of each mamba with joist hahoas of 1 1/2" of bearing on wood or 07200.12 DESCRIPTION Or wtDRK: DIVISION 5 - METALS B. Supply Item required to be cast Into concyete or embedded In masonry with getting metal and/or 3" on masonry where oppli,able'. Do n(t notch in middle third of H. Band all trusses together for Shipment to the Job site. tinplates. joists; limit notches to 1/6 depth of )alst. Do not bnwe holes larger than 1/3 A. Extent of Insulation work Is shone on drawings, be generic names or by SECnON 05010 STRiJCTL.IRAL STFEL depth of Mats or locate closer than 2 from lop or bottom. I. Nap multiple trusses of two units together from both sides with two rows of naps abbreviations. Applications of insulation specified include the h,lowing: 05500.32 INSTALLATION: on each side of top, bottom and mansard chord spaced I2" o.c. staggered over length 05010 1 U£NERAL D. INSTALLATION OF PLYWOOD: and one row at 12 o.c. each side of web members. 1. Foundation wall rigid Insulation. -- A. Install Items plumb and level, accurately fitted, free nom diaration or defects. 2. blanket/butt building Insulation. 05010.11 RELATED DOCUMENTS 1. Install roof sheathing with face gran across supports using panels continuous J. Bolt multiple trusses of three units together with 1/2* N.B. at 24' o.c. for lop, - -- - B. Field weld components Indicated on drawings. over 2 or more spans with end joints between ponela staggered and located over bottom and mansard chord and one each web. 07200.13 ENVIRONMENTAL REQUIREMENTS: A. Droringa, Specifico';,rts, Drvls;w 1 and Contract center of supports as noted on show wall schedule. Provide edge blocking as C. Perform fleld welding in oceorciryue with AWS DIA. noted and support unsupported edges with "plyclips" elsewhere, Usti nolle as 06192.3 EXECUTION A. Do not Install riyld insulation adhesives when tanpewature or weather conditions arc -- 05010.12 ry-y-,RPTiON OF wORY: noted on shisor wall schedule. detrimental to alccessful Installation. D. After erection, prime welds, abrasions, and surfaces of ferrous/metal not shop 2. Install wall sheathing vertically with long edges pordlef to and centered over D6192.31 STORING OF TRUSSES - A. Strur;urd steel, bolls, and welds. primed or galvanized, except surfaces to be In contact with concrete. studs. Provide solid wood blocking wherever and joints do not bear against 0720014 P�OOUCT l'ANDLING: � er framing a111s or plates. Stagger horizontal Joints. Nall to eodi support A. Set trusses stored prior to erection In vertical position with support at flnni 04CX0 By, 0!,.,10 13 QUAU-f ASSURANCE around perimeter at edge, and supporta, and at Intarmedlate supporta as noted bearing points and braced to eliminate unusual bracing or Ilpping over A. Do not allow insularlon materials to become wet, soled, or covered with ice or on sheer wall schedule. use nals as noted on smear wall schedule, snow, Comply rit'n mcinulocturer's recommendations for handling, storage and BIIJJW TAPE A. Fabricate structural Sted members in err--ardance with A)SC Code of Standard DIViSION 6 - WOOD AND PLASTICS 3, Allow i open space between edges and ends or adjacent panels for all B. Keep all bonding placed on trusses at the fabricator's plant ntoct until protection during i•stallutlon. Procike. sheath 2g. installation.SECTION 06100 ROUGH CARPENTRY 07200.2 PRODUCTS lir, 1 7 0 H B Canfor" welding with Ar D1.1 F. GLUED LAMINATED BEAMS: 06192.32 TRUSS INSTAtL1T1ON: v f 06100.1 GENERAL 07200,21 MATERIALS: FRA1ill c C Use welders hol6wng vdad certificates issued by accepted testing agency. 1. Instal in compliance with NTC 108 "Standard for Heavy Timber Construction'. A Lift trusses In the vertical position with extreme care being taken to eliminate 06100.11 RELATED [KX'1JNFNIS: 2. Do not cul beams In the field except to( fastener drilling and other mina horizontal bending which would damage iruss Integrity A. Rigid Insulation: Extruded polystyrene plastic board Ynsulatim with integral high 0YJ10 2 PRODir, S cutting. No holes ore to be cul true units it, fle1J. density skin; minhnurn 30 p.s.1 compressive strength; k-volu!t of 020, 0.1% maximum JOB nusrBER A. Drawings, Spedflcations, Division 1 and Contract. B. Use a spreader bar to lift the trues wit:h the minimum length being one-half the water abskxptiun; rrnanufoctuiew's stando(d lengths and widths. 0501021 NATTR)ALS F. MISCELLANEOUS INSTALLATION: truss length. Connect sling Ines vertically downwwd koxn the two ends and the 06100.12 DESCRIPTION OF WORK: mid-point of the spreader ba provldinq a three point pick-up, 1. "Sirfoan SM' by :`low Chemical LL S.A. A Robod Sections and Piotas ASTM A36/A36M, except where specifically noted on 1. Punch termite shield to fit anchcr bolt locations and set In a bed of bitumen 2. U.C. Industries Fuunulor 400'. doh A. Rough carpentry Includes carpentry wok not spaclflod as part of other sections and cement. C. Complete Installation of the trusses by experienced croftannen following suggested (-w)TD7ME ISSUE DAtT which Is gex Bally not exposed, expert as otherwise Indicated Types of work in this 2. Apply two layers of 30# building paper to W horizontal surfaces to recAlve aquldelhes of the lobracator, Completer onchaxoge Indicated on the drowing as the 6. Mnerd/bass Ftw Bionket/13utt Insulation: inorganic fibere famed Into flexible B Structwd Tubes ASiM A500, Grade B, FY- 46 11.9 I. section Include rough carpentry for: stucco finish. Lap dl building paper 4' at edges and ends with nals at 6" truss Installation progresses. resilient blankets; density as indicated, but 1.0 pound minimum; k-value of 0 27; '- o.c. of all studs. rnonufochirer's standard lengths ond widths as required to coordinate with siolme? 1., - - 9 r Wis. Nuts, viAhahas, and Anchor Bolts: ASTM A-307. i. Wood Irarning/Glued Laminated Journal. 3. Install telephone and declrlcol panel boards with plywood sheathing material D. Install trusses straight and plumb using a string fine between supports and a level tx• i isulate,l; Type Ie, reflective aluminum foe facin 1 with integral nailing 2. Wood grounds, nailers, blocking and sleepers. where required. Uverslze the panel by 12-lichen on all sides. at each bracing and bearing location to assure accuracyflonges, at exterior wall and roof Insuiotion flcme siveod rating of 25; R-11 for 0 wddir4 Natrrbis AWS DI I; type reraared for materials being welded. 3. Woad furring. 4, 5lhealhlny. Inferior walls; Hr19 for exteia walls; H=J(1 for (oaf in3tdatian 5>•iEFT !IIwtBER E Grout Norte-ehrtrni type, pre-mired compound consisting of non-metolic aggregate. E. Use length of top chard luted Dromp of 2 X 4'e load flet In quarter potty long wale► reducing anal Imtic zn additive, the length of line truss. Rrxnow temporary bracing are the Installation of the � carnent, and 9 P 9 `.. PACIFIC HWY., 11299 perrnonent uheathhg progresses. F Shoe and Tourh-Up Primer SSPC 15, Type 1, red oxide. BLIP 93-0276 40 OF 49 MICROMEQ► 611 I � I 1FMCLASMADEi IN ♦e CHINA IPI 3 M"'.11 Tit,* NVI!WN 7 DORNM •`ND NOISCORF PROTICRON 07320.21 fillil I MATERIAIS: J. The responsibilly for ``,roper hstolullun of (At components of the rooting syesteni J Foliation fur Base Flashing Iles with the (,urnrucla. Inlo fin the owner of any conditions dolrknanlai In the 0-"ZW31 #4SwCTk* SFCTiON 07310 ROVING PLUS A lave (Ice Dom) Prulectlon: ANSI/ASTM D2178, Type IV glass fiber faits. Provide quality of cunnl-dion of 1�r tarn peilcenwna,a of the ruoling system and do not 1 tyT,r Nhirntm 11 gouge, bonAd. ►yr�leor,ized /nil mnmum %/K' nerd rr.e rvr, where dknatla c.unduluns cause condensation to freeze un,lor tile. proceed with ilia work until the aaxhdlliahs we r,orraaerl. dkrnster fin ca01 o krtowul hoods rnvst Le 1,466 I"t o'Jw ?".41-l W.;dV'Or ' "C" must s,vsmrne "140uts ane avmdlwn Linda whik n Insulation rant Is to be 073101 G1 Ni RAI 2 Nanufocturer: wb nitte l and upproM Na►,wfc r.i4rer P•efl.rnw aria m►,st ru tntm q;ontfWtor of uneatbla'Idfy coriditons B. Undwluyment: `bee Suctlon 041W. 07510.14 SAJBNITTAl; 3. Size Sulfiaenl irvrglh to parhetnte 5/4' mnn.n OT:tv 3: 07310.11 Rf L A TCU cy(KUNI N T� NSTAlLAr4(lrml 07320.24 AC0 SSORIES: A Submit to Arcidlecl Prior to Pro-Application Confrence and Job Start K. Cant Stzlps A Drorhgs, 5peclfio»tlons Division 1 and Contract. 4 �R♦ A. Plastic Cement Asphalt type with mineral Aber components, free of toxic solvents, 1. Noterld Solely !kilo Shoots (MSDS) for all Products containing 'Hazardous 1. Materia: wood Abe►, Perlis or soft wood lirribr B. See Satkn 06100 for building paper. capable Lir aelrrng within 24 huuts at tempasWures of 15 degrees I and 50 percent RH. Materials' us defined Lir lists issruedbyy both the federul and Slate 2. Manufacturing Standard: ASTM C ?Wor A.5IN C TLA 1. Cam*gip t.itp, mald;fa�turer's hstrv:tw-ns tar pv1xcLijr co%fit',rs of vwnfnernlb. Maintain o.opien of MSUS sheets at the juts site. 3. Shape: TrirKTulur systa111-31 n n sal ;asp•. 07310.12 DESCRIPTION (W YAW: B. Sedan!: Nom ucidh urethane, one part seaont. 2 Current product literature, Installotion specifications and details. 4. Minimum size on Hortzontd and Vallcal Sider. 4 inches. 2. 1%t4PJ 1111adotkV law thaanep oe chasm .Nr entire 0100 to be insblated 3 Where fouling or flushing res Itaionls vury from those described herein or on ')Jt SW fit barb) araMa a SUW1ions, Ono fill vuads with nsuiotun A. Extent of ties Is shown an dowing and Is hereby defined to Indude units employed C. Battens Provldn one of the (dlawhy per lin manufaeluss, s specifications: dotage, subrr,il trfmabp drawinya and/or specifications to deyulbe proposed L Protection Notabl 3. 04,0V u MU06 Idli or nsuwlk?l o1 res Nod tn,;uh"ss, unless otherwise w weather protection fa wills os wall as fa roofs. Types of lie applications modifications prix to job atort. shore. specified include: 1. Ward: iwo-Inch by two--hch nominal, rlppeu 1-,vm Douglas Fir or squlvolent 1. Material: Roof p►ote0lon moterid composed of ct,oppod rubber pa lkte and softwood, pres"itive treated to AWPA ijreulmsnt C2 using water borne B Submit During Project: sy►nlholic binders. B R+a M+su►cK0n 1 Concrete roofing tiles. presarvative with 30 percent retuhatge. 2. MCAUtUdUrer aid Bronar STplast Traftlrrc u equoi 1 2. Steel: Nnhnuin 28 AWG galvanized steel formed Into a 'hot' section shape. 1. Asphalt certification or bile of lading to show manufacturer, ASTM Set units r ocar"Wd with manufacturer's Instructions. 07310.13 J(1B CONDITiONS, Minimum 1 112 Inch high. d6skgnalion, equlvT3cuus temperature (EV]l, finished blowing temperature and 07510.23 WMNARY OF MEMBRANE COMPONENTS flash point with each delivery. General Bt b&9 illsulotilm A. Proceed with tiling w(rk only after substrate construction and penetrating wok have D. Batten Fostnam: 2. Any shop drawings or other regrlrited Information, A. Cap sheet surfoced fiter loss bust-up roofing secured over plywor i de(*. boon completed Apply hs►iction units tc substrate ,vnnp;vrq with manuf xture:'9 1. Woad: 160 vinyl sinkers or equivalent powor driven nails, C. Subimll Upon Completion: 1. Suimmory of moterids pr 100 square feet (weights mown are r..rrnnra): reQ:xmmemddnt,ons to pro** permanent ploremmnt aid support. B. Proceed with tiling work only when weather conditions are In complicance with 2. Steel: 3/4 - inch Tek of equivalent screws. Set vapor NxTw Ie wren 3ede of ;clnstr t)on 'Do not ct,stnbct vartlation monufaclurer's rocalUnanakbtkxis and wham substrate Is completely dry. 1. 5 year Contractor Warranty. a. Mechanlcal Fasteners As required spam ev:4 l M ''atalppog. E. Deck Tape: 2 - Inch wide aluminum coated doth duct tape with adhesive bodchg. 2. Letter of certification staling that the products and Installation performed on b. Rosh sh xt 6 Mrs. 3 Nov" ,,v nu, 4)port of insulation with netting a$ ndncoted to maintain 07310.2 PRODUCTS the project conpplIy with contract requka ents, that any punch list Items from c. OC Perms Ply No 28 (secured to dada) 25 Ibs poutndn betweo, '.vs ds at top Mora sieviation. 07320.25 FLASHING MATERIALS: the find Inspeetlon have been resolved and that the work Is wmplele. d. 3 piles (k Parma Pi IV 30 Itis. 07310.21 CONCRETE TILE ROCYING MATERIALS: e. OC Parma Mop fMy shsarts) 75 its. A. Sheet Flashing: 28 AWG golvanlza' or bonderized steal. Provide equivalent gouge 07510.15 REFTREN IS I. OC Parma Mop cop sheet) 25 Ibs. .ti4SION 7 - N RUAL AJap MWTURE PROTECTION A f xtruded concrete Has and the fittings (ridge, top filer, save closure, etc) copper of stainless steel flashing aid nails in high humidity areas similar to g. OC Panna Cap Fibergia3s Cop Sheet 75 lbs. SE+:Ti(1N 07:40 E;,t.JaOit iNSUTATI(Vh! AND F1>wSH Sr;TEN shall be Double Roman Uarrd in lard cotta flashed as manufactured Cv t Ifetile. Huwull (mid Fluilda. A. American Society fa kitting and Materials (ASTM) TOTAL WEIGHT: 236 LBS. 1 Conlrocto may obtain prlcing from l.lfetile: (714) 822•-4407 In CA B. Bltumnons Paint: Acid and alkali rashitant type; block cola. I. D41 Specification for asphalt primer used in roofing. 07:40.1 GCNMAL 2. Allofnate M19slcxn 'S' Ille horn Nails Is": (813) 676-9405 In IL 2. D312 Specification for usphdt used In footing. 07510.24 %MMARY OF FLASHING SYSTEM COMPONENTS 07244.11 RELATED DOCt1MENT5 3 371-263; h TX C. Flashing Nails: Standard round wire roofing type, hut-dipped zinc coated steel; of 3. D2178 Specification for o:tlnhdt 91035 felt used h roofing and waterproci 4 737-388 n CA sufficient lauglh to penetrate through roof sheathing. 4. D2824 Specification for aluminum roof coating. A. Bose Flashing: R1)))))) 335-•8822 in NO 5. 03509 Spedflwtkn for asphdt roofing (glass felt) surfaced with mineral A Ororrnge, Spectflcations, DNWW 1 and contract. 07320.26 FLASHING FABRICATION: granules. 1. 2 additional ply streets. B. Asphalt: Saturated Fat Two layers of .50#. 6. D4586 Speeifloatbn for osbeatos-frac asphalt roof cement. 2- Cao, sheet flushing sheet. 07240.12 DESCRIPTION Of WORK: A. Form flashinga to profiles indicated on drawings, and to protect moterids from 7. D4601 Specification for glass flyer boat sheat. C Nal3 for Ttles and CI&Aw 11 gouge copper ring shank nal In length to give physical damage and shed water. 8. E;08 Fire Tescs of roof covering. B. Will Covering: til Provide all labor, materia and equipment necessary to Instal the field applieC {super penetration. Amish system. B. Form sections square and accurate to profile, In maximum possible lengths, free from B. Underwriters Laboratories (U.L.) Building Materials Directory. 1. Additional brtse sheet. D Nals for Felt: Hot-dipped zinc-cowled 11 or 12 gouge barbed shank, minimum 3/8' distalion or defects detrnnental to appearance or perfotmonce. 2. Cap sheet flosthrnq sheet B. Dosmplion of System An exterior insulation and finish systewn consisting of diameter hood, sharp pointed eonventlond roofing nulls, in length to penetrate C. Manufacturer's Current Applicable Roofing Speeiflr idons Cctdog. adhesive mixture, nsuwtan b",j, renfaruang mesh ma field uppliea finish, sheathing. C. Hem exposed edges of flashings minimum 1/4-Inch on underside. C. flange Stripping! 07510.16 PRODUCT HANDLING C oewions: E. Plastic Cement for Gable Rakes: Nan--running, heavy body plastic cement composed of D. Apply bituminous paint on conceded surfaces of flashings. 1. 2 additional ply :,heets. asbestos fibers, asphalt and other rninerd Ingredients. A. On packaged asphalt, ON Imprint cartons with Monufacl rer's name, ASTM type, flosh 1. Trained "kotor/Controctor• The oppllcator/controctolr applying the system 07320.3 EXECUTIONSpoint, and EVT. For bulk asptndt, Included type, flash ihoint, and EVT on bill of D. Drain Flashing: to the %.,bstrote, F. Provide 1' nominal treated wood battens and ridge stringers. lading accessible at the job site. Store asphalt dellvered in bulk containers at a 2 Adhesive, m ocrlilk-bored prodluct. 07320.31 EXAMINATION: temperature at least 25 F blow the Finished Blowing Temperature. 1. 4 Ib. sheet leod. 3 nsulaton Board Expander pdyat)rsne insulation board. G. Provide galvanized sheet metal flashing at vartcaf walls and foscla top. Provide 2. 2 oddit4uf ply sheets. 4. R&forcng Nash: A ghiss fiber usM to sUengthcvn the base coal. equiwient Sorge copper or btonlew steel flashing and nails h high humidity areas A. Varig that roof penetrations are In place and finished to deck surface. B. Do not apply wet materials nor proceed with roofing application proceed daring wet 5 Fin at.: A factory-mlxed; trowa, a k; certainnst,ricas, spray applied, similar to Florida and Hawaii, weather or when moisture Is on roof deck. E. Waterways synthetic piaster, with ntogroi cola, and available n a variety of texture B. Verify that openings ore correctly framed prior to Installing wax of this Section. type, wh.c', is "lea to the outside surface of boot coat, H. Eave (Ice Dam) Protection: ANSI/ASTM D2178, TyyQQaa IV, glass fiber fats, Provide C. Deliver materials to jcbsits on pallets In original, unopened packaging with legible 1. Additional ply sheet. where climatic conditions cause condensation to 6eeze under tie. C. Verify that deck Is of sufficient thickness and framed properly to eceept fasteners. +esbeih Imprint package labals with product nume, production date, product tale and 07510.3 EXECUTION 0':40 13 e?I AL I Tl AM R AN CE g a9 y 07310.3 EXECUTION D. Verify deck surfaces are dry, unfrozen, free of ridges, warps, or whids. A Ouaificctiont D. Stare materials in try, protected seas In upright paellion. When stood outdoors, 07510.31 PREPARAliON 07310.31 INSPECTION: 07320.32 PREPARATION: store onppoletn above ground and cover top and all sides with suitable protective Manufacturer having marketed exterior insulation and finish system in the sheet or tarpaulin. Do not double-stock pallets on the job site. Shrink wrap A. Deck Preparation united States for minimum 5 years and homy completed projects of the same A. Exomine substrate and conditions under which tie work h to be performed and notify A. Seal roof deck joints wider than 1/16-Inch with deck tape. packaging Is not Intended for long-tern job3lte storage. Remove upon arrival at butidng type, size and substrate type as this project. Architect of unsuilafactory conditions. jotsite and replace with a watertight breathable covering. 1. Provide smooth, clean, dry deck tree of debris, and sufficiently rigid to B. Broom dem deck surfaces. support the roofers and their mechanical equipment without deflection that soli ° Desky and Detalnq. 07310.32 PREPARATION OF SUBSTRATE: I- Select and handle materials and equipment In such a way m to avoid damage to strain or rupture any of the built--up roofrg components. C. Install cant stripe as required. materials, existing construction, or applied roofing. 2. Make any significant depressions, holes, deformatuh3 and simllor faults, 1. Genera: Completely ercopsulate the insulation board at all locations by the A. Coordinate Imstallatlon ,f ties with flashing and other adjoining work to Insure smooth prior to new roofing application. lomnc or substrate. props sequencing. 07320.33 INSTALLATION EAVE (ICE DAM) PROTECTION: F. Do not load or permit any port of structure to be IoodA with a weight that will 3. Geon dl surfaces of debris and of any moisture before proceeding with 2. Si b3trates: Sound, unpainted exterior grade plywood. endanger Its safety or cause damage. Confine equipment, i,toroge of materials and op ikotion of roofing material. 3. Expansion Joints: Where the system abuts other motaialr. 07310.33 :NSTALLATiON A. Whore Ica done o:cur, place save and rake metal flashing tight with focio boards. debris and the op.,rotins and movements of workmen withki any limits as Indicated or 4. Refer to Manufacturers General Requirements for other appropriate substrate Weather lop Onto 2-Inches and seal with plastic cement. Secure flange with naffs as drecled by the Owner or his Representative. requirements. 07240.14 SUBMITTALS: A. Comply with Instruction and recommendations of tile manufacturer, except extend more spaced 8-inches o.c. stringent requirements when indicated. G Take wAry prseoution to prevent interior leakage, materials Failing into the B. Deck Inspection A. SQnples: Submit two 2'x4' samples of the system mounted on exterior grode plywood B. Apply 4-inch wide band of plastic cement over deck flange of cave edge flashings, inte6or, or other such occurrence& Accomplish Installation of materials In such a sneathng of each finish, texture and color, used an the project to the architect. B. Apply one Icyer of felt over entire surface parallel toound level. Land embed an 18-Inch wide strip of underloyment. Place undaluyrnenl starter strip manner that bitumen drippage does not occur. 1. Contractor Is responsible for Insuring that the roof surface is dean, firm, Prepare each sample using the some tools and techniques proposed for the actual succeeding course vertical 6' minimum and roll ends (horizontally) 2op- /2 with save edge flush with face of flashings. Secure In place. Lop ends mInIm um smooth, dry, property scoured against movement, and aCceptdde to the insulation by the Oppiica:ar% anvoeta. minimum. Faster, all edges with nois at 6' cantors. 6-inches. H. Mark any wet, damaged or defective material and remove from the job silo that same Manufacturer and to himself, prior to application of roofing materials. day. Promptly replace this material at no cost to the Owner. 2. Commencement of roof application over any section denotes occeploblity by -� 07240.15 JOB CONDITIONS C. Install flashing at Intersection of the roofing and vertical wain. Extend C. Apply lop cement at rate of approximately 1 1/4 gal/100 sq. ft. overundertayment Contractus of any sections readiness to naive buit-up roofing and he will flashing 8' mil inum, starter strip. 07510.17 WARRANTY be responsible far an corecttve work whk i noy be occasioned by his having A. Do not apply material to substrates that ere at a Wnperature of 40 degrees F ar less. started over an un3ati3foclory surioca 1. Lhatoll Ra3fning at oave. Extend flashing 12' minimum up mansard aver roofing D. Starting f ram lower edge of starter strip, lay additional 36 inch wide strips of A. For a five (5) yea period from the date of completion and Owner acceptance, ~ 07240.16 UNITED WAP.RAN iY. felt and doon over fascw Puce 2 minimum. Install toe dam protection where undertuymnet in lop cement, to produce a two-ply membrane. Weather lop plies Contractor agrees to inspect and make necessary repairs to Jefects or looks in the 07510.32 GENES Al. APPUCATiON REQUIREMENTS required, minimum 19-Inch and noll In place. Lap olds minimum 6-inches. Staffer and rhts roof and Awhin a Emergency looks will be attended to within twenty-iAx (24) , A. Upon request,request, provide a `, year wnitad warranty for materials. of each consecutive ply, haus from rece�pt of notice from the Owner. As soon as weather permits, Contractor A. Do not apply roofing unless correct asphdt appihcation temperatures can be D. Check horizontal a, felt to guide application of battns and ties for an wi' restore affected areas to standards of this contract and repair any damages maintained to obtain good anbeddment and adhesion. Do not unduct ob{;erations when `-J / 1 07240.2 PRODUCTS Installation that Is w:ither tight and of goad architectural appearance. E. Extend eave protection membrane minimum 4-feet up slope beyond interior face of fern those leaks without coat to the Owner, except for Larks caused by abuse to roof water in any form is present on deck, such us rain, dew, ice, frost, Lir snow. Limit exterlor wall. b) others o by abnormal normal weather conditions such as lightning, severe hal, or other wator to containers for human consumption, 07240.21 GENERAL1. Lay the to straight Ines parallel to ground level. Lap tie 3' minimum unusual climatic phenomena. This Warranty marl be sulrnitted to ane Owner, In vertically so that exposure length does not exceed 1/4' variation from average. 07320.34 INSTALLATION - UNDERLAYMENT writing, before And payment is released for the project. B. Take precautions to keep materials clean, dry and free of damage. A. Obtain air component of the system from the manufacturer or It's authorize Use full tiles for all courses with file lap, varying and rec�zked. s U dn1.1"t4 The approvh Waited COM ent manufocturar sean of the lle Dryvit Sratem, 2. Fasten each (Ila with 1,2 or 3 naffs as required In each We or llltng. A. Place one ply of underlayment over full roof area, with ends and edges weather B. If, 24 hauls after notification of roof leakage Contractor hon not responded, Owner C. Do not start application of more base sheet each day than can be covered within the Inc. Howapproved applicator/con troc tor trained and currently cartified by the Fasten tiles overlapping flashing with cooper wire nails and cement. lopped minimum 4-inches. Stagger and lope of each consecutive layer, Nail In has the right, without invalidating his Warrantits and at the expense of the 30me day. mw0octurar. 3. Cement gable rakes, top fixtures, and eave closures to field ties and fasten place. Contractor, to mace any emergency temporary repairs that ore required in a-der to with n0113, protect the building and Its contents from damage due to roof leakage• D. At the and of the day, edge-sed the ..ni3had portion of the roofing system 07240.22 MA`MK S 4. Cement ridges in laps and where they rest on roof tiles. B. Install undarloyment parallel to slope of roof and weather lap minimum 4-,riches. completed that day with fabric, or fat set into hot bitumen x postic cement, r n 07510.2 PRODUCTS Roxrlove edge seals prior to the start of the next days work. `/ A. Adhesive: 07310.34 GUARANTEE: C. Weather lap and seal wo,atight with plastic cement, Items projecting through or mounted on roof. 07510.21 ACCEPTABLE SYSTEMS E. Sart roofing work In dry weather curly and without threat of immediate inclement 1. Bond Strength to Plywood Meet or exceed 50 p.&I when testg per ASTN 0-897. A. Guarantee all wok In writing, unconditionally, for a period of two (2) years from date weather. Keep the roofed area of the building watertight each coy as the work of acceptance to be watertight and free from leaks. 07320.35 INSTALLATION TiLE, R-ASHING AND ACCESSORIES: A. Owens-Corning (OC) 41E-NC progres3e3. B. Insulation Baud F. Use only materials and rooedures that ore proper and suitable for the es enc A. Temporarily secure ra,f hatches, skylight, and similar roof ocoessaies to allow 07510.22 MATERIALS Y P PraP � 1. Nanufoeturrr approved. DIVISION 7 - THERMAL AND MOISTURE PROTECTION final flashing during tlm Installation. for the underlying materials to Yhich they ore attached. 2 Meet wiref t Drot System, Inc. specifications for melded expondsd A Roofing System poiystyrens Insulation board SECTION 07320 METAL ROOFING 11LES B. Instill bottans as indier(ed h tile manufacturer's Installation manual 14 1/?.-inch G. To avoid displacement of asphalt and interply voids, allure that no henry objects from front Iota of one to the next. 1. Provide bult-up roofing system comprised of the following major components and ore placed on the membrane. Use all means necessary to protect the membrxme before, pErl9ix5 C. Dryvtt Detal Reinforcing Mesh: Supl!lied by N)vit System, Inc. 07320 GENERAL having a U.L Gass 'A rating. during, and after Inetdlotion, In the event of damage of uspholt displacement, C. Install tie, flashing, hoe, voleys, and other Items as Indicted In tile immediately make all report and/or replacements necemory to the satisfaction of D. DryYf Finish: 07320.11 RELATED DOCUMENTS: -.nufocturer's Installation manual. B. Bose Sheet the Owner at no additional cost. Work oil felts horn the up slope side. Do not walk 1 Monuaactured by Dryvlt Systems, Inc. on/over fats freshly laid In hot bitumen. 2 rcc:t:.ry mixed, 106pure o.xylic based and containing Integral cola and A. Drawings, Specifications Dlvislon 1 and Contract, 1. Material: A heavyweight aloes mat, bound together with a resinous binder texture. DIVISION 7 -- THERMAL AND MOISTURE PROTECTION and completely coated with a woatherng grode asphalt. H. Provide approved and operable file extinguishers on hand at all times on the roof 3 Sand uiast finish and final lexture determined by opp.1todIm technique. B. See Section 00 00 for building paper. 2. Manufacturer and Brand: Owens Corning Parma Ply No. 28 and near the kettle or tanker. During all hot application work, including kettle SECTION 07510 - BUILT-UP ROOFING SYSTEM 3. Manufoc'curing Standards: ASTM D 4601, Type II. loading, have all ro,afers wow rotective clothing (La, long-sleeved shirts, gloves E ^•Mt Syshem;rFire fest 07320.12 DESCRIPTION OF WORK: 4. Nominal Weight: 25 Itis. per 100 sq, ft. face shield fax kettle operator During any torch work, protide an odditiono, fire 07510.1 GENERAL artinquisher for each torch. Blow all additional requirements of OSHA Safety ! Test by the modified ASTM -108 method (diversified fire test) with the results A. Extent of ties Is shown on drawing and Is hereby defined to include ;snits employed C. Ply Sheet Regulations. ,steel as weather protection to roofs. Type of tie applications specified include: 07510.11 RELATED DOCUMFNTS 1. Material: A heavyweYht g1u33 mat, bound together with a ,eshous binder and I. Run interprly mappings cf hot omphali (at the E.V.T.) continuously and apply at the a. Tes! Conditions: Dryv;' oonas Mored vertically In a test frame using the 1. Metal roofing ties, including all flashings, valley metal, roof-to-stall metal, A. Drawings, Specifications, Division 1 and Contract completely coated wish a weathering grade asphalt. specified rate. Use applicutian methods which ensure that ail plies are completely ASTN"E-108 opporotu, and occe3sorios. 2. Manufacturer and Brand: Owens Corning Parma Ply IV embedded in asphalt. Broom in all plies immecilately after being laid. ZV 07510.12 DESCRIPTION 3. Manufacturing Standards: ASTM D 2118, Type IV. 4. Nominal Weight: i; ii,n. �-r 100 sq. ft. J. Cover al attached base sheet with the completed roof memtrone system (except F. Sheathing 07720.13 QUALIFICATIONS: A Wait Included. surfacing) at the and of ouch (Joys work. Make cli roof tefminotiohns and openings 1. Plywood. 3/8' Wck, rnin., 4-ply AAA exposue ' or ext grade C-D or better. A. Installer. Company 4peclalizing In performing the work of this Section with minimum D. Surfocing/Flashing Sheet waterproof at the and of each days work. Place the C. at better side in contact with the adhesive. five years documented axpalence and approved by the meld roofing tie 1. Mineral Cap Sheet Surfaced Bullt-Up Roofing (Worm Region) manufacture. 2. Base and Wall Floahng 1, Material: A heavy glass mat bonded together with a resinous b:x1er and K. Phasing of roof memb(cx!e application or lempo(ary membrane Li not acceptable. Sealant Systems: Refer to Dryvt• Systems Inc.'s current bulletin No. 117 for 3. Roofing accessories and Incidentals completely coated with asphalt. Surfaced with opaque, Inert, non-cvnbustible Install membrane, exciudng suriock!ag, in final form on u day-lu-day basis. colored granules. 07320.14 JOB CONDITIONS: liming of sedar.t�i' 07510.13 QUALITY ASSURANCE 2. Manufacturer and Brand: Owens Corning Parma Cap L Install proper wklth Storer sheets to Insure minimum specified coverage throughout. 07244.23 MIXING AND P�cPARATIW k Proceed with tlltln wok only after substrate construction and penetrating wank 3. Munufa:tuing Standard: ASiN D 3909. Stay or needed statter sheets as nded to offset pints between base, ply and surfdcng have been completed. A. Posseta/mahlaln, on site, a copy of specifications, MSDS sheet+, related documents., 4. Nominal Weight: 75 Ibs. )at 100 sq. ft. !neals. A. Primus/Adhesrve• itr to -)btafna homogeneous consistency using a gdll p dNa3t )Mar ON drawings and any addendum information. 5. Color. W11te mixer {15.3111• pr eared by a 1,b'2' aMat; it 400-bW RPM. 6. Proceed with tilting work onlyy when weather eondltb.ns are n compliance with N. Do not use any rel or damaged materials. manufacturer's recomrnendatlons and when substrate Is completely dry. B. Project quality control Is the Contractor's responsibility and obligatkxr. Nothing E. Bitumen - B, Adeps R,tnsailw. No mbdng requi•ed. Do not odd water. contained herein or stated implies any obllya ion by the Owner or his N. Bitumen Heating Equipment must be thermostatically controlled. Equipment must be DRAWW Or.sar . 07320.15 WARRANTY: Reprolative(s) to Contractor by performing such field obsavutlon, nor does field 1, Material: Modified roofing grade asphalt. clean and In sufficiently good operating condition to perform specified work 072Ilk.3 EXECUTION observation relieve Contractor of any responsibility under the terms of the 2. Manufacturer and Brand: Owens Corning Parma Mop C>900 BY. A. Provide five year warranty for both workmanship and defects In the meta roofing contract 0. Fait Layer (II used): Multiple gate valve type that spraads hot asphalt on the roof r F. Fasteners fax Base Sheet to Wood Deer* surface just ahead of the felt as It is applied. Use ancon equipment n goad 07240.31 M1SIy(CT10h: tiler. flPE C. Maintain a full-time supervisor/foramen on the site during times that roofing condition. A Exornincticr. of Substrate: inspect the out-strata to insure that It is free of all B. Wbrranty. Include cow;rage for discoloring fading, or deterkration of pre-coated wok is In progress, having a minimum of five (5) years mpalence In roofing work 1. Type: Annular or spiral thread ring shank, square head, one piece nater �I +aepn malarias rhicn would affect the afheslon of the system. metal Ales similar In nature and scope to specified roofing. Have the some person continua on 2. Manufacturer: Simplex, Indepeiden! Nall Co., W.H.Naze Co., a op owed equal. P. Rotary-Drum-Type Fait Layer: Do not use for application of roofing products. r the project through find acceptance, unless the paean's performonce on the project 3. Size: 12 gouge minimum with minimum one Inch square head, 0 9ufficlenl IengUh 0724032 1NaTAL;.AT1ON: C. Wlbrrolty, Cover damage to building resulting from failure to resist water Is not acceptably adequate of Impedes project productivity, to penetrate at least 3/4' Into or through wood deck. 0. Asphalt FR,AkAE A Dryvit Insulation !toad penetration. D. Have a copy of these specifications on the j� at all Irises during application and G. Roof Cement 1. Apply asphalt per I VT at the point of application. Discontinue operations if 07,320.2 PRODUCI'S refer to some for proper opplicofion mothodm, asphalt temperatures at point of application cannot be maintained at the EVT. ,ipe rul!1lBER Apply to 9w! substrate surface storlir, Rpm the bottom and supporteu by 1. Notarial: M asphalt cul-back flashing cement compound fortified with fibers, 2. Equip asphult healing or,-Apment with on accurate thermostat and thermometer pperrnotraant or temporory mwuns 07320.21 MANIJFACTURfR: E. Comply with local, slate and federal regulatons, safety standards and codes. Use files and solvents, non asbestos. 3. D0 not overheat asphalt. Kettle temperatures generally may not exceed SOC F 2 Slogger vac, ntextocw at ca'irr3 the strictest document when a conflk;l orises. 2. Mamufacturing Standards: Federal Spec SS-C-1538, Type I- ASTM D 45M Type ill. 4. Do not heat asphalt to the minimum Aash point- The minimum finished blowing A Gerard Roofing Technologies. temperature may not be exceeded for more than a total of four hours, for any OryxAf Finish *anewF. * w specification Items found herein aro less stringent than Mmufoclurers' H. Aluminum Coating asphalt botch or portion thereof. Remove from the project any n•dhdt healext PRATOnof tSSZE 07320.22 iILF MATERIALS: requirements, fallow Manufacturers' requirements. above these limlis. Sandblast Apply hsuiction board, reinfrxced base coot and +Nish n strict accordance 1. Notarial: Asphalt based fibrated or non-fibrated reflective dumhum roof 5. Reduce tanker temperatures to 325 F - 15O f cl�wnight or during dbcontinued rM OrynAt oulsuio7tbn system A. Metal lila tt,r1 Aectbssorles: Li 0195 - Inch thiole gaivanlzed/golvdume steel with a G. Be responsible for meeting fire regulations. Locate catlfied fire extinguishr of coaling. work periods. - .3 2 rurr Sar Toon Sep drowlfng f47, exterior elecllDns. colored sone granule finish; approximately 45 3/4 - Inches long by 16 - Inches wide adequate size at the asphdt kettle and elsewhere as require(l. ?.. Nominal Nfelght: 8 Itis. per gallon 6. Cold weather application empet l the use of Msthe kJ tie - !ne3 and with seven individual file krnpressions h each tile; special shapes to valley, of application. to m!nYnlze iempaalkne dr haun the colt a tonkar to Na pont ridge, rake, eye, and other conditions; In color selected by Architect. H. Special precautiors ore necessary when Installing the roof system ut temperatures I. Asphalt Prime of application. SSEET � ` below 45 F to insure satisfactory application and performance. 7. Do not apply materials wine! fcxmnq hiaterinel, err huhn!inq of the hot bitumen P. Tie Fasteners: Two - inch long Rai head 6D, hot-dipped ycAvonized or equivalent 1. Materbl: A bkx*, medium conaletency asphdt cut-back primer compound of occurs. snow any mnleikis at>tWied when 9c,n ,r:ta,tr c�nirs. 132g° mechanical power driven nails. If screws ore required, use 1 1/2 - Incli long, I, Maintain Inteind quality control through Instruction, supervisory lr,pectlon, and select asphalt and penetrating petroleum aulvents SP4 PA,GIFiG Hwy ' self•-dolling, tek type screws with a dome cap corning a neoprene washer. knowledgeable personnel for a proQa Installation without (akin! test cuts. This, 2. Manufacturing Slan4ords: AS D 41. � SUP 93_0276 however, does not limit the Owner s right to request cuts be aken by the Contractor E 41 OF 49 and repaired as In-sated by the Manufacturer and approved by the Owner. Mt IW14CMED ( I � I � I � ( I � l ( � � ! ( I ( j ilil � I � Ilill ililili � � jl � j jlllj � titin ( ( ` ill ! ( ll � llllllll FUOM I I - C'•1AS9 4MADE IN CHI Ili INA 114 I 1 l i a cti x..r, I. hanged 9eeves and Accessories D. Stole materials In dry, protected areae in upright position. Whan stored outdoes, 07520.3 EXFCIIIION J. Cut and repair Aslhmouths, wrinkles, laws, rucxJa or other damage r, o+y of oil"I o Blare urn µafilets otx>ve (1011.0 (Mid cover lop and oil sides with sullublo prolective ply fu plyWale. Install Oddltkmd phos Nt into ►wt b,twmer+ oAI via wta ta;tenzr ""=v N dpn+rws bin billuo, spray, or tow. I Set Hurt es Into foot Bement over the Installed root les std faelerl eecurel sheet or la ,uulrn. I'rodect modihad I,Iluman motelals flat" oxirane hoot or 07520.31 PREPARATION Mop the full w✓.'th ur►dsr each layer. No dry lope ore pear, g a Y i AtVI f apV,ar faits 2' 4atw%3$ dy ixxt M alulwl ar axturlarotaat to the Widdiflying deck (fastaminV is riot requited fa loud fl.nyes) sunlight. Du not +kx,ble sttj4 1,4 lots Lain the jub site. SfuInk veru l"*aging le Over procedhng layers. 3 tiDW► ►titmtr to any '+alit wrtvw7n 10 I$C*W bituminous produett of the Prime oil non es, naludn I e llad"n sleeves, flu" units, ecu as, and riot Intended fur tat term ,alta ala Nernove u,on arivui al aIle and A Deck Pr kroticrh N~0 rote of ane ran 100 y 9 V V g VV yy p► We { ub eye per t> a ills. Allow l0 ally Ih,+.ugfry prior slmsa IlMtte on both aures soot Noah on the tool with al later iwu (2) plias of raplaa with a watertight brvatholde minoring K. Extend aN ply eMets l0 the lop Of the rant strip, �44Y 411►.arod eftrvoxat Vidgng to %)"wolhne of r,*.`I%N 'ttal«ilts, ply sheet anbeddeJ Into al' Citad the fist l u n+h+hwm of four Inatoe , � ply i. Provide ernctilh, clean, dry deck, free ul A�.Kkr. and suffk:bnlly rigid to a buckling S Owl Cement bapnd the M,nge onto the roof. Extend the second ply a ninlmuni of four Inches E Select and hands M01161`101113 aid equipment n such a way as to ovold damage to support line rd,oters and their me.haiicd equ!prrient without deflection that will I further onto (tic nowt than the first ply muloduls, axisling conelructwri, of appliea rwfing slraln or rupture any of the roofing wrnponenle. L Surfacing sheet must be applied within 70 idays Matou m4f, be woad od%w by trowel or by Nral t Nap cher the lap stripping ply to ensura enhbeddmant Seal cut edges of 2 Hake any elynlfM;aril deprensiais, holes, deformations, and simNUr faults luater>s may n.>t pe ar►ithl or odluUMolad. surfuchg shoot with rout cement F. Do riot load or pemnit any part of structure to be loaded with a weight that will smooth prior to new roofny oppllcobon. M. Light pruning may be required if any vwfoce oxidotrwn has occurred id,t+ent.rei montartal at the w vog tomperati,ta recon ended by the Manufactrr endwhya Ile a„hloty ur cu,se danaye. Conflrie oqull,rnonl, etkxuyn of molelula and ] Clean utl ukxhx.ae of detxle cnd of ,r+y moisture before pr«:es.liny with Cn`51QSS f Protections Pods dobdit and the "otions and movements of workmnn within any limits us Indlcatekd or opplicaliori of roofing rnutenld, 07520.35 APPUCATiON OF M11"IED BITUMEN )jRFAr3Nr, SHEET APPWA" L CQ%T STT21P Af40 BASE SHEET us directed by the Owner ur his Raprayentaiive. 4. Re to Mknufoclu;ors Gnnerui RoyiArements fa other opproprlute v,uetate I Install walkway protection pods at heavy traffic areas such as around requirernents A. Provide dean root surface, free of dust, dirt or mmrAsture rhea k+,rfutr g v,eat to Aaur indn bt four rah cant stfps at the Juncture of all verticil surfaces sor,viceaGle roof-toy equiprnant and it hunt of roof access ureas. G. Take every precaution to prevent Interlur leokoge, materials falling Into the applied. ON roof W%wo 4 ,wt strips wN not tit, use tM largeeI pmol cu size Nor 2 Space protection pods oppruximoleiy +rte to two fiches to allow far water flow. "tenor, or other such occunwnces. Accomplish instrXicilian of rnulerids In such a B. Deck Inspection evnt IVW to wood nolem and airnalable vevlrcol sur 'Cos using a maximum nal 3 Set walk pod into a live spot opplieolion of roof cemerhl over the final marcor that bitumen drippa,,+ does not ooxxu. B Apply sur'achg sheet free of buckles, wrinkles, blisters, fharrrioutt-s a n,1de of snaortig of 12' c surfocng 1. Contractor Is responsible for Insuring that the roof surface Is dean, Nnn. uny type oe'froen the street and the mopping asphalt 4. Place protection material to unda lle pII4 support blocki g exta,ding at least H. Mark any wet, damaged or defective moterld and remove from the Job site that some smooth, dry, properly seamed against movement, and acceptable to the P 4-011 a soya of raw-sized bulaiig paper dry under the nalled base sheet. Place two inches beyond the blo4ng on all sides aid spot-afore to tie surfuckmy day. Plornptly rephx:o this material at no cost to the Owner. Mauufaclurer and to himself, p+lur to application of roofing materials C. Apply surfacing ;beet applied over and parallel to the underly1il rc„nny and lapped thq shat avhw the prepared Jack surface oncl nal to hold in place until securentent sheet so that the fluty of water Is over or pordlal to, but neva against. U,e laps 0 ease shat. Lop ere sass arks was at oast 2'• 07520.17 WARRANTY 2. Commencanent of roof application oust any section denotes occaptobllty by C 8lilsa Aar G. lie Ruse Cutter Flashing funboctur of any sections readiness to receive ruonr,y and he oil be D. Lap surfacing Sheet with 4' side laps and 6' and lops. ��at'`h'" A. For a five (5) year period from the date of completion and Owner aceeptonex, responsible for any corrective work which may be occo-danad by his having I. Instal single-ply gutter Ther at the bane of the roofing ureas using Contloctor agrees to Inspect and make necessary repoks to defects or leaks In the started over on unsatisfactory surface. E. Break and lops not less than 3 feet opw I. Lay the base sheat !.n00i9 and tea of wrinkles, buciles at hshmoutht acceptable pro,sucts s{aaclfled n Sectlun 07530, roof and flustdngs. Emo.oancy looks will be altaidod to within twenty-four (24) 2. E.xto,nd single ply rnanbrone up the slope to extend at least B' vertically above hours from receipt of notice horn the Owner, M coon as weuther permits, Contractor 07520,32 GENERAL. APPLICATION REQUIREMENTS F Embed surfacing sheet in hot osprolt applied at o nommal rate of 25 tie. per LOG 0. Lop N Water laws ave or para!« to, but never against the lops the base of the gutter. Secure the lop edge with appropriate fasteners spaced will restore affected areas to standards of this contract and repair shy damages square feet. at 12' o e. Extend the the underloyrnant fall down to the base of the slope, from these leaks without cost to the Owner, except for looks cuusod by abuse to roof A. Do not apply roofing uNass correct asphalt application temperatures can be L 2* an iidN ane 6 an ertil over the secured angle ply manbrane. by abnormal weather conditions such as Nghtnilg, severe hall, or other unusual maintained to obtain good ambeddrnant and adhesion. Do not conduct operations when G. Cut surfacing sheet into 12' to 18' lerigive 3. E�end to the tap of the cant strip at eros, W0113, and simkor locations. 3 larmnaU the apposite edge of the membrane at the base of the vertical gutter cimatic phenomena. This Warranty rnuat be submitted to the Ownd. In writing, water In any form Is present on deck, such as rain, dew, Ice, trust, ar snuw. Limit 4. Nal On 9' ;;:,!ars through the laps and 16' centers along Ines 12' distant I surface and socia with sus./plate fastOnCtS at 12' o.c. Install se urate Lefore And payment Is released for the project. water to containers for hurnan consumption. H. 'Flop` surfacing sheet Into place. Place tension on the enls 0rhe surfocng sheet horn each edge. flashing marnbruns extending (ronin at least 4 5 Inches out over the Raid lengths us trey are Napped Vito place to ensure that Ina Sit-tet lop Rat in Use I membrane, up and over tr+e 'up of Ute outs;-to curb and down over the opposite B. If, 24 hours after notification of roof leakage Contractor has not responded, Owner B. Take precautions to keep materials clean, dry and free of damage. asphalt. loco. Sol flashing membrana into a continuous application of contact adhodvu has the right, without Invalidating his itimantles and at the expanse of the V510 34 APPUCAT" iT PLv 9*T7S I over curb su,foces. Provide ,:onUnuous weld where membranes over) Install Contractor, to make anemergency temporary repairs that are required n order to C. Do not start application of more base sheet each da than can be covered within the I. 'Broominin' may be necessaryunder ^ortain conditions to ensure bond between reinforcing 'boots' at inside end out side corners, protect the building and Its coxitents fronrndamagedue to roof leakage. sexrhe day. PV y asphalt g and sheet A %4`094-n Ny S. eets free of buddss or Mshrrouft 4. Instal flew metal capPor ny ower lop of curb to overlap and protect the outside edge of the lining. Extend tie roofing to base of slope, over 07520.2 PRODUCTS D. At the and of the day, edge-seal the finished portion of the roofing system J. For clean, finished surface, embed loose .;rnnules into w.errun of hot aspndt at B Ry *Sets ^+c, ho ,u,,di by a mechanical felt Ieyer or riled into a hand mapping installed underlaymen completed that day with fabric or felt set into hot bitumen or plastic cement. side a d end lops while still not. 0 asphalt 07520.21 ACCTPTABLE SYSTEMS Remove edge souls prior to the stat of the next day's work. 07510.77 CLEAN UP K. Wealhd condlllons, such as temperature, .fid, wan, etc. must be given consideration C Apply ply sheets to Udt The flow of water :s over or parallel to, but never A. Nord Bituml Duo-Ply FR System E. Start roofing work In dry weather only and without threat of Immediate Indement when the terrhperoWres get below 50 F., as crocking, orinides, non-oanearon and ogartst, the ,a; A. Remover bituminous ur other markings from finished surfaces. Keep the roof and weather. Keep the roofed urea of the bulldng watertight each day as the wok fiehmouths are more ilkely to occur. The pro-- cutting arid st"Faii W surfacing promises clean and hes from accumulations of waste materials and rubbish at dl 07520.22 MATFRIALS progresses. sheet wig reduce c;,plicoilon problems in these Instances D End laps: Minis+um of 4' aria a minimum of 12' apart. limas. Remove dl debris, scrap, and rubbish from the work area daily. Promptly remove surplus materials and all equipment from the site upon completion of the A. Roofing Sylrlem F. Use only materials and procedures that are props and suitable for the elopes and 07520.36 FLASHING INSTALLATION :1 E. Emrsb id the full 36' width of each ply in hot asphait applied ut the ncmhd rate of work. Prior to final or:aptance, restore all areas offecled by this wok to their for the underlying materials to whkh they are attached. 25 lbs. per 100 square feet. origbnd state of cleanliness and repair all damage done to the premises, by workman 1. Provide modified bitumen roofing system comprised of the following major components A. General flobhing specifications. and equal and having a U.L Class 'A' rating. G. To avoid displacement of asphalt and Interply voids, ensure that no heavy obtecte M F. 'Brno ring ' b reduisk under normal conditions to( Doth fait layer and hand are placed on the membrone. Use oil rneons necessary to protect the membrane before, 1. Do not apply flashing until the roof membroner (excluding surfocng) hos been pa moppOO apiplicaG`nt. B. Base Sheet during, and attar nstollotltxh. In the event of damage a asphalt displacement, laid. Provide temporary sed at ply terminations ur.to instdlatwn of DIA90N 7 - THERMAL AND MOISTURE PROTECTION Immediately make dl repairs and/or replacements necessary to the satisfaction of flashing. C *en 'Rolling In' by hond, keep the mopping asphalt with" 6' of the roll. 1. Material: A heavyweight gloss mat, bound together with a resinous binder and the Owner at no additional cost. Work as felts hon Itna up slope side. Do not walk 2. Prime all sheet metal that ON come n contact with bituminous materials with SECTION 07520 - MODIFIED BITUMEN ROOFING SYSTEM completely cowled with a weathering grade asphalt, on/over felts frothily laid in hot bitumen. on asphaltic pried and allow to dry before applying bitumen H K&,, mop full and flow asphalt or the roof. Do not scrub with mop 2. Manufacturer and Brand: Nod Bituml Nod Bose Sheet 07520.1 GENERAL 3. Manufacturing Standards: 55-R-6208, Type ll; ASiM D4601; Ul G-2. H. Provide oPproved and operable fire extinguishers on hand at all linnet on the roof B. Base Flashing: Do not 'glaze 'r.' ply sheet during the Interim between surfacing. 4. Nominal Weight: 25 Ibs. per 100 eq. M. and near the kettle or tanker, During all hot application work, including kettle 07520.11 RELATED DOCUMENTS loading, have all roofers woorrotective clothing (i.e. long-sleeved shirts, gloves 1. Embed on odditlor+ol modified biturnen ply sheet ply into a solid mapping of Voxleys and We:erway= Provide an extra layer of ply sheet at least 36' wide and C. Ply Sheet (ace shield for kettle operator). During any torch work, provide an additional fire steep asphalt oval junctures, extending to the top of the curb or eight to tan extend at twist d' up the inclines out of the valley, and toy prhur to the A. Drawings, Specifications, Division 1 and Contract extinguisher for each torch. Follow oil additional requirements of OSHA Safety Inches up the wall. Extend this ply at least two inches beyond the cant strip, oi,lhr•cotin of roofing Ply I. MalerldA heavyweight ass mat bound together hrlth a resinous binder and Regulotlons. onto the roof. Over the preceding ply, apply We modified bitumen 07520.12 DESCRIP11ON heavily coated with SB, modified cmpholt. surfacing/flashing sheet Into u solid mopping of steep owhdt. Provide Ne Cut and repay fishmouNs, wrinkled tears Duddee o other damage n any ply on a 2. Manufacturer and Brand: Nord Bituml Duo-Ply FR Bose. 1. Run uEXT.)teri ly mappings of hot asphalt (at the ET.) continuously and apply at the float Ing shoot of sufficient width to extend from the top edge of the noshing p,y lix p! 010031. Install 00adkxhka plies se! into hot bitumen over the cuts. A. MAxk Included: 3, Manufacturing Standard CGSB Standard 37-CP-56M. specified rate. Use application methods which ensure that dl piles are cornpleteiy surface to a minimum of four in he toe of the cant stip, onto the roof. Mop the hal! width under each layer. Nc dry laps ore permitted. Feather felts 2' 4. Nominal Weight: 70 lbs. per 100 sq. K. embedded In asphalt. Broom in all plies immediately attar being laid. 2. Completely bond oil flashings to the underlying surface without any looseness, over preceding +uya>< 1. Mineral Surtaad Modified Bitumen Roofing (Worm Raglan) bubbles, or wilds. Remove and replace cnr Iwse flushing motericis. 2. Base and Wall Flosnkhg D. Surfacing Mash Ing Sheet J. Cover ON attached base sheet with the completed roof membrane system (except 3. Fasten the top edge of the base flashing approxvnataiy every six inches on Extend d ply sheets two nehes above the top of the cant strip, solidly adhered 3. Roofing accessories and Incidentals surfacing) at the and of each days work Make all roof terminations and openings center with oppropriate fasteners through one inch diameter metal docs without bridging or Duckling. 1, Material: A heavy glass mat bonded together with a resinous binder and heav9y waterproof at the and of each days work. 4. Sed oil aside and outside comers with roof cement Cover all exposed roof 07520.13 QUALITY ASSURA;N(T coated with SBS modified asphalt. Surfaced with opaque, Inert, non-combustible cement with aluminum coating or embedded grarxules, W L+ght priming may De required if any surface exidotlon has occurred. colored granules. K. Install proper width starter sheets to insure minkimum specified coverage throughout. 5, Apply separate wall covering as dec,.."bed below. A. Possess/main toln, on site, a copy of speeiflcctlons, MEDS sheets, related documents, 2. Manufacturer and Brand: Nord Bltuml Duo-Ply FR Cap Stover starter sheets as needed to offset joints between base, ply and surfacing „510.35 APPLICATION OF SURFACNG SHFE? all pertinent drawings and any oddendurn l,:foxmation. 3, Manufacturing Standard CGSB Standard 37-GP-56M. sheets. C. Wall Covering A Roof Surfom Clean, free of dust, di-t or moisture when surfacing sheet is 4, Nominal Weight: 95 lbs. per 100 sq K. 5. Calor: White B. Project quality control Is the Contractor's responsibility and obligation. Nothing L Do not use any wet or damaged materials. 1. Apply fiberglass base sheet over the wall, extending from the top of the was applled. contained herein or stated Implies any, obligation by the Owner or his E. Bitumen and down to overlap the base flashing by at least. Iwo nches Fostan to was Representatives) to Contractor by perfarmfng such field observotin, nor does field M. Bitumen Heating Equipment must be thermostatically controlled. Equipment must be using a shower pattern, spacing nols no mere V,,on nches apart in all B Apply surfacing sheet free of buckles, wbnlklee, blisters, fishmauths or voids of observation relieve Contractor of any responslblUty under the tams of the 1. Material: Air Mown roofing grade asphalt. dean and in suffic enUy good operating condition to perform specified work. directions. only type between the sheet and the mopping asphalt. contract. 2. Manufacturer and Brand: Acceptable to Primary Manufucturer, 2. Bock-mop the rnodfled atumen flashing sheet and opply vertically into a solid f �t 3. Manufacturing Standard: ASTM D-312 Type til. N. Do not use felt layer for application of roofing products. mopping of hot asphalt directly over the nailed bo,e sheet. Extend was �/ 1 C Apply surfacing sheet over and parallel to the underlying roofing and lapped so that C. Maintain a full-time supervisor/forernon on the job site during times that roofing flashing from the lop outside edge of the was and down to overlap the base a+e flow of water is over or parallel to, but neva against, the laps. wok Is In progress having a minlnwn of five (5) years experience In roofing work F. Roof Cement 0. Asphalt flashing by at least four Indries. sknlor In nature and soope to specified roofing. Have the same person continue on 3. Fasten the top edge of the wail flashing opproximateiy every six to eight (_) Lop surfacing sheet with 2' side lops and 6' end lops. the protect through find acceptance, unless the person's performance on the protect 1. Material: M asphalt cut-back flashing cement compound fortified with fibers, 1. Apply asphalt at the high and of thin EVT range at the point of application. on application. inches on center with appropriate fasteners throughe inch diameter metal Is not acceptably adequate or Impedes protect productivity. fillers and solvents, non-asbestos. Discontinue operations If asphalt temperatures at point of application cannot discs. Blind nail Inside vertical laps spacing fostenen at 12' o.c. maximum. I E Break and iaps not less trap 3' apart. 2. Manufacturing Standards: Federal Spec SS-C-1538, Type I- ASTM D 45M Type 111. be mdntainexd at the NO and of the EVT range. 4. Install new motor cap coping over top of wall to overlap and secl the top of I D. Have a copy of these specifications on the )ob at all times ding application and 2. Equip asphalt heating equipment with an accurate thermostat and thermometer the wall flashing. F Embed surfoeing sheet In hot asphalt applied at a nominal rote of 25 lbs, par 100 refer to some for proper application method& G. Fasteners for Base Sheet to (Mood Deck 3. Do not overtreat asphalt. Kettle temperatures Seneraliy may not exceed 500 F. square feet. 4. Do not heal ospholl. to the minimum flush point. The minimum finlahed biowinq D. Drain Flashing: E. Compiyy with !ocal, state and federal regulations, safety standards and codes. U9e 1. Tyypqe: Annular or spial thread ring shank, square head, one piece nails. temperature may not be exceeded for more than a total of fax hours, for any U G Cut sui0ocing sheet Into 12' to 18' lengths. the strictest document when a conflict Oise& 2. Manufocturav Sli Alex, Independent Nail CV, W.H.Maze Co., or approved equal. asphalt batch or portion thereof. Remove from the project any asphalt heated 1. Remove drain ring prior to roofing applicotion. �--� 3. Size: 12 gauge minimum with minimum one Inch square head, of sufficient above these limits. 2. Extenai base and ply sheet into the drain under the damping ring. I� N. 'Flop' surfacing sheet into place. Place tension on the ends of the surfacing sheet F• Whonever specification Items found herein are lest strngent than Manufacturers' length to penetrate at least 3/4' Into or through wood deck. 5. Reduce tanker temperatures to 325 F - 350 F overnight or doing discontinued 3. Set a four Ib. lead sheet Into a solid coating of roof cement over the �--. IengL*e as trier are Mopped into place to ensure that the shoet lays flat in the requirements, follow Manufacturers' requirements, work periods, installed ply sheet. Extend the lead sheet at least b' bend the out3k3e of r 1 asphalL H. Alarninum Coating 6. Cold weather application may require the use of Insulated supply Ines and the drain bowl. Shape the sheet to conform snugly to the underlying taper. `.J G. Be responsible for meeting fire regulations. Locate a certified Are extinguisher equipment to minimize temperature trop from the kettle or tanker to the point Prime lead sheet and cover with modifled bitumen stripping ply extending at W !. 'Brooming r,' may be necessary under certain conditions to ensure bond betwoson of adequate size at the asphalt kettle and elsewhere as required, 1, Material: Asphalt based fixated or non-fbroted refiectlYa aluminum roof of application. Do not apply asphalt when ambient temperatures fall below 40 F. least 6' beyond the edge of the lead Sheet, Cover with apprupnate surlocing. /-� Wait cnd sneer. coating. 7. Do not apply materials when looming, blistering, or bubbling of the hot bitumen Extend all plies, including the base and ply sheet, stripping ply, lead sheet L_.L H. Special preeautlorns are necessary when Installing the roof system it tem1 atures 2. Nominal Weight: 8 lbs. per gallon occurs. Remove any materials opplied when such activity occurs. and surfacing sheet, into the r the clumping ring. I, n Foy dem, finished surface, embed loose granules into overrun of hot asphalt at below 45 F to Insure satisfactory opptication and performr,nce. 4. Set the dren ring n roof cement and securely tighten oyer the drain flashing V l Side and and lops while st?, hot. I. Asphalt Primer P. Primer components. I, Maintain internal quality control through Instruction, supervisory inspection, and 5. Aftu complete installation of the roofng system, inspect roof drains and test X weaL�ar conditions, such as temperature, wind, sun, and similar conditions must be knowledgeable personnel for a pro(ter installation without t" teat exile. This, i. Motarld: A block, medium consistency asphdl cut-back primer compound of 1. Material may be applied by brush, spray, o roller, to assure that no clogging of the drainage system is present. Provide roof g ver cronsideration when the temperatures get below 50 F., as crocking, wrinkles, however, does not limit the Owners right to request exits be taken by the Contractor solea asphalt and penetrating etrdeum solvents. 2. Materials may not be diluted or adulterate,'. drain leader in such condition that the full diameter of the drain leader is ren-odhes+on and fishmouths ore more likely to occur. The pre-cutting and stacking and repaired as Indicated by the Manufacturer and approved by the Owner. 2. Manufacturing Standards: ASTM D 41. 3. Apply primer to any metal surfaces to nicely Ittminous products at the clear. of s,rtuc,ng sheet oil reduce opplication problems in these instonces. nominal rate of onegallon per 100 aqu,re foot. Allow to dry thoroughly prix J. The responsibility for pproper Installation of all components of the roofing system J. Fasteners for Base Flashing to opplination of roofing materials E. Flanged Sleeves and Accessories: flat with the Contractor. Inform the Owner of any conditlona detrimental to the 0'510.36 FLASHNG INSTALLATION quality of cons,naction err long-term performance of the tooling system and do not 1. Type: Minimum 11 gauge, barbed, galvanized with minimum 3/8' head, One inch 0. Roof Cement 1. Set flanges into roof cement over the Installed roof plies and fasten secu,ely proceed with the work until the conditions are corrected. diameter tin caps or Integral heads must be used for base flashing securement to the underlying deck (fastening is not required for lead flcngesfl. tow A. General flashing specifications-. 2. Manufacturer: Submitted and approved Manufacturer. 1. Material muy be applied either by trowel or by hand. 2. Prime oil hcnge3, including pipe flashing sleeves, longed units, scuppers, 3, Size: Sufficient length to penetrate 3/4' minimum. 2. Materld may not be diluted or adulterated. and similar items on both sides and flash on the root with at least one 1. Do not appy flashing until the roof membrane (excluding ourfacing) .;;,s be,n 07520.14 SUBMITTALS 3. Maintain moterlal at the working temperatures recommended by the Manufacturer. additional ply of modified bitumen ply sheet embedded into asphalt. Extend laid. Provide ternporory sed at ply laminations until installation of K. Can! Stripa this ply a minimum of eight inches beyond the flange onto the roof. flashing. A. Submit to Architect Prior to Pre-Application Conference and Job Start: 07520.33 APPLICATION OF CANT STRIP AND BASE SHEET 3. Mop over the stripping ply to _nsure emboddrneaht. Sea cut edges of sxurfocing 2 Prime all sheet metal that rig came in ,�ontcct with bituminous materials with 1. Material: Wood fiber, parllte or soft wood lumber. sheet with root cement. Al an aspndhc prmer and Olkaw to dry before applying bitumen 1. Material Safety Data Sheets (MSDS) for, alt products contanhg 'Hazardous 2. Manufacturing Standard ASTM C 208 or ASIM C 728 A. Install four Inch by four Inde cant strips at the juncture of all vertical surlaces Materials' os defined on lists Issued by both the Federal and Slate 3. Shope: Triangular 4. Minimum size on Horizontal and Vertk:al Sides: 4 Inches. and roof. More 4' cant strips will not fit, use the largest practical size. Nal F. Protection Pads G Base Flashing overnments. Maintain copies of MSDS sheets at the job site. cant strips to wood nolers and/or naltoble vertical surfaces using a maximum nail 2. Current product literature, Installation specifications and details. L Protection Material spacing of 12' a c. 1. Install walkway protection pods at heavy traffic areas such as around 1 Embed two additional piny sheets into a slid mopping of oN)holt ever junctures, 3. More roofing or flashing requirements vary from those described herein or on serviceable root-top equipment and in front of root ak:cess oleos. extending to the top of the curb or eight to ten inches up the wall. Extend details, submit shop drawings and/or specifications to describe proposed 1. Material: Roof protection materia composed of chopped rubber particle and B. Apply a layer of rosin-sized building paper dry tinder the nailed base sneet. Place 2. Space protection pads approximately one to two inches to allow to- water flow. the firs, My at least two inches beyond the cant strip, oc:!to the roof with the modlficatior., prior to job start. synthetic binders. this sheet over the prepared deck surface and nail to hold In place until securement 3. Set walk pad into a five spot application of roof cement over the ring! second pry extending at least two inches beyond the first Over the preceding 2. Manufacturer and Brand: Siplast lrafUoc or equal. of base sheet, Lap all sides and ends at least 2'. surfacing. plies, opply the cap sheet Mashing sheet into a solid mopping of asphalt. B. Submit During Protect: 4. Place protection moteriol to underlie pipe support bloci.ing, extending at least Provide t';s noshing ply of sufficient w+dth to extend from the lop edge of 07520,23 SUMMARY OF MEMBRANE COMPONENTS C. Base Sheet Application: two Inches beyond the blackleg on dl sides aid spot-alkane to the surfacing the Mashing sorfoce to o mum of four riches past the toe of the cant strip, 1. Asphalt certification or bits of lading to show manufacturer, ASTM sheet onto the roof designation, equiviscoue temperature (EVT), finished blowing temperature and A. Mineral surfaced modified bitumen roofing secured over plywood deck. 1. Lay the base sheet smooth and free of wrinkles, buckles or flshmouths. A - 1. Cornplefely bond all flashngs to the underlying surfae without any looseness, flash punt with each delivery. G. Tile Base Gutter Flashing hubbies, or vacs Femove and reploc.e any loose floshng materials. 2. Any shop drowfngs or other requested information. 1. Summary of materials per 100 square feet (weights shown are nominal): a. Lap so water flows over or parallel to, but never against the laps. `, Fasten the icy edge of the bole flashing approximately every six fiches on 1. Instal single-ply gutter liner at the base of tie roofino areas using center witr appropriate fosterers through one inch draneter metal discs. C. Submit Upon Completion a Mechanical Fostaners As required 2. Lap 2' on sides and 6' on ends. acceptable prkxducts specified •n Section 07530. 4 Sed all r.sde and outside ccrne+s w!th roof carn"e"t. Cover all exposed roof b. Rosin Sheet 6 Ibs. 3. Extend to the top of the cont strip at curbs, walls, and similar locations. 2. Extend single ply membrane op the slope to extend at least S' vertically above cement with aluminum coating ,x embedded granules. 1. 5 on r Contractor Wanmty. c. Fberglum Base S► il on,eet 25 lbs. 4. Na9' centers through the laps and i8' centers along Ines 12' distant the base of the quttar. Secure the top edge with uppropr ate f-mtaor eis sped 5 kWy seporcite wall :overng 01 described below. 2. Letter of rertrficatlm sliding that the products and Installation perfumed on d Modified Bltumer Ply Sheet 70 lbs. from each edge. at 12' o.c. Exlend t',e til: underloyment felt down fo the buse of the slope, the propct comply with cxitract requirements, that any punch list items frarn e. Asphalt fply sheet) 25 lbs. over the secured sngle ply memb(one. *I! Covering the final inspection have been resolved and that the wok Is complete, f. Wait sudo„e) 25 Ibs, D. Provide valleys and Waterways with on extra layer of base sheet Provide this extra 3. Terminate the ,4 )os!le edge of than membrane at the base of the vertical gutter g. Mortified Bitr.men Surfacing Sheet 95 lbs. ply at least 36' wide and extend at least 8' up the Inclines out of the valley and surface and secure with screw/pl•- a fasteners (it 12' o.c. Install s orote - i '. A4,ory f,,wgiass Dose sheet over the wdn, exlendng from the top of the wall 07520.15 REFERENCES toy prior to tine application of the modifkd bitumenpIy sheet. Embed the full 36' flashing memb4one extending from at !east 4.5 Inchas out over the told or,' down to overlap the base Mashing Lr of least two inches. Fasten to wolf TOTAL WEIGHT: 246 LBS. wklth in hot asphalt applied at the nominal rate of 25 Ibs. per 100 square feet. membrane, up and over the top of the outside curb and dorm over the opposite �� 8T using c mower patten, spaar'9 "dBs no more thorn 12 Inches apart in di A. Amerism Society for Testing and Materials (ASTM) face. Set flashing membrane into a continuous application of contact adhesive *of;tions. 07520.24 SUMMARY OF FLASHING SYSTEM COMPONENTS 07520.34 APPLICATION OF MODIFIED BITUMEN PLY SHEET over curb surfaces. Provide continuous weld where membranes ,-Avlop nstall Of MED By 2 Bocit-mop the cop sheet flashing sheet and apply vertically into a sdld mopping 1. D41 Specification for asphalt priner used in roofing. reinforcing 'toots' at ha side comer& of not asphdl directly ova Uhe nodeo base sheet. Extend well flashing horn 2. D312 Speclflcatlon for Wait usoil In roofing. A. Bose nashine,, A. Shingle In ply sheets, free of buckles or fushmouths. 4. Install new metal cop coping over tip of curb to overlap and protect the %x"e.G rr» the top out%de edge of the wall and down to overtop the base flashing by at 3. D2824 Specification fax aluminum roof coating. outside adV of the gutter lining. Extend lie rooting to base of slope, over roost edit .r,:t es 4 D4586 Specification for asbestos asphalt roof cement. 1. Additional modified bitumen ply shnsL B. Apply ply sheets byy rolling into a hand mopping of aapftdt. line practice of hatalled underluyment. IIFcsten Uta 'op edge of the wall Mashing opproxinately every six to eight 5. D4601 Specification for glass fiber base shoot, 2. Modified bitumen surfacing/flushing sheet. unrolling the modified bitumen ply sheet, then re-rolliny it Into the asphalt Is M O I ' ill an center with appropriate fasteners through one inch diameter metal 6. FIO6 .-ie Tests of roof eoverloy. preferred. 07520.37 0-FAN UP discs. find noir inside vertical hope spacing fasterhers at 12' O.C. maximum. B. Wall Covering: FRAME 4. instalf new meld cap caping ova lap of was to overlop and seal the top of B. Underwrter's Laboratories (U.L.) Building Materials Dkectory. C. Apply ply sheets so that the how of water is over or parallel to, but never k Remove bituminous a other markings from finished surfaces. Keep the roof and fte wall fla+rhng. 1. Additional base sheet, against, the lap. promises clean and hen horn occumulatlons of waste rnuterlds and rubbish at dl C. CGSB Standard /37-GP-5611,1 for Modified Bitumen Products. 2. Modified bitumen flashing sheet. lines. Remove all debris scrap, Y• p urWR and rubbish from the work area daR Promptly JOB n Dror+ rtaxs#'M: D. Wy sloe laps at least 4' with and laps o minimum of 6' and offset a minimum of remove surplus materials and all equipment horn the site upon ctri,ple6on of the D. Manufaidurar's Current Applicable Roofing Specifications Catalog. C. Flange Stripping: 12 apart. wok. Prlox to final acceptance, restore all areas affected by this work to thou Femove ficin ring prior 10 roofing aPPllrotior original slate of cleanliness and repair all darnoge done to the premises, by rorkmen 2 Extend fuer pis (excluding surfacing sheet) Into the drain under the clurnping ring. 07520.16 PRODUCT HANNING 1, Additkrnol maxdilied bitumen ply sheet. E. Embed the full 36' width of each ply In hot asphalt applied of the nominal rate of and ea. St, a lour Ib, lead sheet into a acid coating of roof cement over the 25 lbs. per 100 square feet. Pry,"Jr>rf'f ISSLE DATE nsiaeed pws Extend the lead sheet at least 6' beyond the outside of the A. On ackoged asphalt, Insure that all cartons are Imprinted with Manufacturers name, D. Drain Flashing: lroh bowl. Prime Ito read sheet and cover with two slipping plies with the ASTM type, flush point, aid EVT. i or bulk asphalt, Include type, flash paint, and F. 'Brooming In' Is required under narnul conditions to neuro full embeddment Into p y{ - 4- 9% trot extending of kost 3' beyond isle � of the lead sheet and line second EVT on bill of lading accessible at the �4 site. Sloe asphdl delivered In bulk 1. 4 Ib. sheet lead. asphalt mappings. exterding at least 3' beyond the first over stripping plies with approx,rklte r,oxitainers al d temperature at least 25 F below the Finished Blowing Temnparuture. 2. Additlend modified bitumen ply sheet. sur,lecing, Extend nN plies, indudng teed plies, lead shsrl, stripping G, When 'rolling In' by hand, keep th i mopping asphalt within 6' of the ra>tl, SiEF T I&MBER pp��'a oshd surfocng sheet, into the , under the clar,,ping ring. H Don not apply wet mciarlds nor "roomed with roofing application dying wet weather E. Waterways A, ttI the rlon ring In rrrf cement and secu•ely tighter, over the drain Mashing ur when molslare is on roof deck. H. Keep mop full and Mow asphalt on the rail Do not scrub with mop. consents. i. Additional base sheet set h asphalt. '� i'- 5 After ,,o,mpiete installation Of the J`clOdkg e s thannspectQeooi drains test I C. Deliver materials to )obsite on pallets n original, unopa.+d packaging with legible 1. Do not 'glare In' ply sheet during the Interim ho'wean surlocing. to assure that nu c►oSf91n9 drainage Ys pr labels. Insure thnl package labels are inpr;-tedl alth product name, producllon date, I I d<tn leader h s:ur;t+ condition that the fall di.,mefer of the drain leaden Is dear product code and testing agency. e 42 OF A9 5 1994 MSCMRL MED 111111 11111 1 11111 1 111i1l1 11111 1 11111 1 11161 111111111 I IIIA 111111II 1 FTiB _ CA.d\SB 41 MADE iN CHINA IN 7 I d"lb ' ' 1WililiA1 Aw bdS►la PwTurkilit H. Monuf,x-luta C.uaruntea 5. Do Pct lay more Insulation than ccn be can,lelel c,.vered h a doe wak. f Y UIVISI(NI 7 - flY RNAs AND MOISTURE PRC i' a E. Do not allow wlrxnl u campaxnde to rrrrrtlow a epw onto Mptrw�9 tarfiXeii XCIIIM tl'aJtJ ` 6. Cul out d Buri d Secured ikx, out and replace with mtntrwrn 12'x1'[' Sections of Clean afyuining surfaces by whalrwr mwne tool be necesoay 'a drr.nola wifidanee "I allelic Vit tilt\lilftC 5►'TF>w 1 SuDmll to the Owner, Mau,la:lurer'a unlimited par,l earn yualanlee corwiny any new inw,luUon aea;ured h pleas. ST CTION 076(w SHEET METAL AND ROOF .. �SSORIES epllage 015101 a,l nAIERA: -xnd all repairs/replucananls to keep the roof, +nuuhq dthe field and 7. Rsrnove and tapioca tiny wet heulalbn. Do not apply roofing over wet Aoshsny, wulortIghl f„t pwkxt of len (10) years uogktin ry ut the lino of the Insulation. 07600.1 GENERAL 0751011 REl.A1Fr ENt14i1s1S Otrrner s accsptuncs Of li product. Cost of this qudtunles Is bane by the 8. Protide tapered roof Insulation wound real drains. 079(10 34 WK ANE) PkOfl'CT10N Con ifocIot 9. Secure t�3uluilun to deck with screw/peals fuatarors usingm F.N. 1-90 t xeculs this guarantee D the rtnar Roots Nanuloctura to cover an and all 01600.11 RELATED DUCUkIFNi; A. (Aire sealants arid co0kin urn � t1►cetyyp, Spec►��alire. ^nesran 1 and l'ontrncl g y i Y g Y aecurement i�.,itan, but not levy than six (b) fustenaa psi 4'x4' Insulation g gr.ur,ds In cunpNonu wilt, rrwufw.tgeer'• hetruclkrke coats far iopaes necess,uy to stop looks which ocau iosultant of, but notand rs,.ort►nardatiwa. t>xrA A. Drawings, Specifications DMjl,-,n I and Controct. I= :�f AIBP�Ya Ixnited to, the Idluwuhy gs, C. Sip Sheet: B. See Section 06100 for itsmite sfnldd. A, arkpncs� u Deterioration of the roofingmenntrtarh3 a twee Aoehing system resulting horn adxrY weur oad tour by erne dements. 1. Instal 3111, shoot between roof dock and memtxone in acccxdonce with 01600.12 OFSMIPTION OF W WK: DI A`JON 8 - 000W, AND MANfkW5% b. Wtrkmanshlp on the part of the upproved RooMg Contractor In application manufacturer and/ut UL requkernents/recanrnerndatlans. ` CTltkl 081f�rj ;T[EL DOORS AND FRAI/ES I � y Roohn� of lire tcw manbrarra a hose Noshing • tan. S4 aivn loge, 9 q Ys 2. hr,vuuvc and rePluce any Slip Shoot nwlerrul thin Is wet or durnoyed. A. The extant of roof accessories and sheet metal work Is hdhwted on the dawtuis and c NIsler3, hshrnouths, tare spot$, ridges, a winkles In the roofing by pratiemone of Ihla aalwxh with the following work specified herein 081001 GTNFkA No nNane Fi membrane. 07530.34 W NB RANIF INSTALLATION 4, Me `g &,@ d Splits or cracks in the roofing memGrons not coused by structural S R.v:g a:.e> YY� and nciaertds 1. Flushing aid counter flashing. 08100.11 RFLATTO DO(UMENTS- movrrynenl. A. Cut anisate to maximum alta paaak,le in sale to nnlnindza assns. Install memtrune so 2. ty,>II cup O�p1J i e. Sllppoye of the roofing membrane a base Aahhg. that the huw of touter Is over w purolld to, but never against, bee lops. J. Hood A Drortlga, SpeclficaHorna 0ltielon 1 and (iwrtrgxt Ql ALl I11iR VrCf C. If, 24 hours after notification of roof leakoge Contractor hap not responded, Owner B. Install a rn', „! Iwo (2) half-wkda shoots of appropriate membrane at the 4. Fascia cap. P'all"as iliahtain, on see, a copy Of specifications, MSDS sheets, related documents, hos the right, without Invalidating his Guarantees and at ►;Ie exponse of the (a 5' �Fn�. B. See dna fa extent of drus and twines frnished by awns and rnNolled t Of ,vrtnant ararwvgs an.: any addenaum information i Controcta, to make anane is tem pawneta of mill roof sect n,rlevd with full sheets Installed over the fWd of y 1 6, Louvered eertt. ccrrUucta Y �' Y peaty repairs ►'oat are requ'red In cider to ho rcoi. 7. Roof hatch. 9 faro t ht control is the Cantract(Gr's responsibility arca obbgotion. Nothing F'tctod the building and Its contents from domage d.e to roof leukoga. 0810012 DESCRIPTIOM OF NKXtK Y I C. Mechanically fusion each membrane shp,ot using oppWopriute membrane fasteners and 07600.13 JOB CONDITIONS: .vntaned henln o stontr icor b any obi ing s h the Owner uti nis diako pluced within the membrane ove►lop. Install Phu,omant of membrane aid spacing A Extant of standard steel doors ond krrne►s is mown and wned,iaf on adrawhga. R 3WWtytolrrell t0 Carortar by performing aurin field the tert;ar, nor dap itald 07530 2 Pf2000CT� of feats els uxnparuble to Fel 1-90 up ruwl as submitted prior to pD atcrt. Remove A. Coordinate work with Interfacing and ad nen wcfk for proper sequencing of each ahserYnttart rd Cantra:la Of any rppar3rDllly under the terms al the l }� 9 D oP � 9 Controct. and repioco on;, loose or poorly sectued foalener3. Installation. 081t�.13 JALJTY A;`1JRA1� 07530.21 (X'FPTAF3LF NANl1FAClURER(J) C CcrnpY rite local, state and federal ragulot:Yr3, safety st.nndads and codes Use A JPS Elo3tometi-ci D. Overiap adjacent n %mbrona sheets at least four (4) Indies (4.5' minimum Is required 07600.2 PRODUCTS the strietsst daturtnent then O cai!1kt arises. for membranes with .ralvaye edge). If necessary to obtoIn u positive weld, dear A. Provide doors and frames compl#iq wRh ")ted Door Institute 'RecurmendedSpeclfi��tmona: `.tandnrd Steal Daat aid Frames'. and/a preparo the overlap area par manufacturer's reconnmandallons and wipe dry. If 07600.21 SHEET METAL MATERIALS: B Burkeline Roofing Systerna Hypolon membrane Is ailowcd to are, follow manufacturer's recommendations for B. Provide standard steel doors and hcrnex by ere of the IollowMq D Maintain is d foo-terse saitongsa/fnimum am the �)) site during times that rooting * preporallun tit the rnanbrone prior to welding. A. 21nc-Coated Steal: Commeclol quality with 0.20% c cork hhl M progress, howmq a minimum of Ave (51 yeas experience h rooM9 rack t.', Corllsle q Y Dopar, hot-alp galvanized; eirndw in nature and scope to specifier ,00hing. Have the sante on perscontinue on 0.0359' thick (20 gat ge) except as otherwise indicated. Provide equivalent gouge 1. Amwdd Building Products Dlvlsirxn tree project through Ma acceptance, unless the person's perrormanae on the protect D. Hoortz Mason E. Provide minimum 1.5' to maximum 2' continuous hot air a solvent add at all seas copper or stainless st.el In high humidity areas similar to Florida and Hawaii. 2 Cees Ccr orolan is not occeptdbly cia"uate a inypom propct productltity. where mtxnbrane overlaps. Use a rdier to apply p(easuscans re to ns In co n)unctlon p 07530.22 MATERIALS with welding to insure a positive weld. Check the full length of all seams using a B. Mastic Sealant: Polylsabutylene; Non hardening, nonskhning, nondrying, non 3. Steel(;rott Manufacturing Company E Have o COPY of these speciACOtions On the )ob at OM times d 19 application and probe with O well--rounded point. Apply appropriate lap sealant at all exposed cul migrating sealant. 08100.14 DEUWRY, STORAGE, AND HANDLING: ref( to some for edges. Proper application methods. A. Roofing System C. Roof Hatch: Bllco Type 'S'; size as Indicated on drawings. A. Denver hollow metal won carioned or crated to oAde protection during trar,yt r Menem spe ifloation ,term found twain are cep Stringent than Manufacturers' � For ruby areae where the Integrity of the rad fa ear act, a where membrane detects Pr p 9 rcyuremer:ts, follow Manufacturers' requrarments. 1• protide single ply roofing system canprisal of the following major components uceur such as fishrnouths, wrinkles, punctures or voids In the aeon area, patch such and yb elaoyge. u,;(: i�avrrg a UL pc.ss A fire rating. � P D. Provide sheet meld clips, strops, anchoring devices and similar accessory units as seas using the same membrane material. Using a rounded paten sized to extend at requked for 1h3td1ation of wak, motchIn or coon utible with material being G. Be reap,arubie for meethq Ile regulations. I.Note a certified fire e0ingulsher B. Roof Membrane least six inches beyond the defect In all dkertlons, prepare and pute:h the also In installed. 9 P J B. Stere oars and tremas tit building alts undo weer In rerlied pas'tirn Pioee accordance with rnanuraclurer'a inelructlone. Apply lap sealant al all exposed stigma units on wood skis and provide spaces between each unit. mi mia aaequoU Nze on tM root ane aaewe+ere w re.tuNea. of the patch. 07600.22 FABRICATED UNITS: 08100.2 PRODUCT 1, Naterlot Minimum 45 mil 045' thick oleta-reinforced uncured H. Skid precautions may be necessary when Installing the roof system at temperatures Chlorosulfonated Pohmthyle(e (CSPE/Hypdon). Provide prefabricated 'half G. Cold Weather Precautions Imltatlons: Calor 45 F to insure sotbfoctary applicat;on and performance. A. Strop-fotrlcdte work to greatest extent possible. Comply with details shown, and 08100.21 MAIEiRIALS shoats` ur required n c,eManufacturer's anufr 3eeu's scan. with applicable requirements of Sheet Metal and Air Conditioning Contractors 2. N mifal Wei anal Brand: s. Per cture a standard product 1. No weldIn p: quality c.ort:on steel, pickled anal ro A , I. MoYttOin Internal Quality contra throue�n rstruction, supervisory inspection, and 3. Nanhol Weight: 30-42 lbs. per 100 eq. ft. g a ddtealve application we allowed In temperatures below JSoF. Nation Asaoclatbn 'Architectural Sheat Metal Nanud'. Fabricate for waterproof A. Hot-Rolled Steal Sheets and Str Commercial uolil e0goabte personnel far o MoPar instdiatnon without lokt,9 coat cuts. This, 4. Exposed Calor. White 2. Refer to membrane manufacturer's reeommendollons for cold weather and weather-resiCant performance; with expansion provisions fa running work. Form oiled. however, doss not snit the Jvwver 3 right to tomest cuts De taken by the Contractor g4ftotlon• wait to fit substrates. Form exposed sheet metal work without excessive and repaired os indootOC by the krarru!a.tu'a onJ approved by the Ownet C. noshing Menbr'one 3. At Iowa temperatures, the speed and temperature of the hot air welder may need oil-canning, buckling and tad morks, true to the and levels as Indicated, withr B. Cold-Railed ,ted Sheets Commerical quality carton steel. to be adjusted to allow heat to abash Into the colder membrane. Several test exposed edges faded bock to form hems. welds may be required h order to determine proper machine settings. C. Galvanized Steel Sheets: Zinc.-coated carbon steel sheets of cornmercid quality. T1`0 responsbllty for props installation of all axmponerhts of the roofing Syylem 1. Material: Minimum 45 mil (.045') thick Chloro3ulfonaled Polyethylene 4. At temperatures below 5QoF store adhesives In a temperature regu!ated 'hot B. Fabricate nor-moving seams In sheat metal with flat-lock seams. Tin edges to be ties with ins Contractor. long-term the Owner of any conditions g s)Grorn to the (CSPcetionuloh) with a without rehfurcament as required b manufacture for p seamed, form seams and solder. D. Fabricate supports and anchors of not less `.hon 18 gar,• galvanized sheet sled. Qardity of construction Or long-term performance o1 the rwhng system and do not o icet{an q y box' In ardor to maintain adhesives of room tam eralure. pa 5. At lower temperatures, adhesives may require a longer oper, time h order to procNd with the work anti the cornditkxro ere corrected 2. Manufacturer and Brand: Nanufocturer'e sty clad product. allow solvents to adequately *ftobh off prior to adhesion. C. Non-Expansion Type Joints: Provide for proper installation of dastomerlc sealant E. Inserts, Flits, and Fasteners: Uonufocturab standard units except hot-dip 3. Lxrosed Calor White 6. My surface condensation moot be removed prior to welding. Do not assume gdvonize (lama twit Into exterior rails Provide hat-dip galvanized unite a! all K. The Contractor tipabl ed far this work muss be approved es the primary materials that frost or condexnsa'Jo n will be completely removed during the welding D. Provide for eeperation of meld from nm coon tole metol or corrosive substrates h Monutoeturer, capable of providIng the speicitied guarantees. D. Separation Layer ballonpa y conditions h high humidity areas similar to F aids and hawaii. coating conceded a rfaces to location of contact, with bituminous coating or other flood Test pr-manent separation. F. Shop Applied Primer. Rust Inhibitive enamel or paint suitable as abase for ` I. Material: As recommended and approved by membrane manufacturer and/ur required 07530.35 FLASHING INSTALLATION for UL pass A raUnq• specified finish paints. 1. Conduct a t8 hr flood test of the eorroated roof system by the Contractor h 2 Manufuctura and Brand: Approved by Memtrrine Manufacturer and acceptable A. Do m..t apply flashing until the roof mesmbrane hos been laid. Provide temporary seal E. Wall COP: Snap h place system with conceded dips at a maximum of 32' ac. the prili of Ne oofna d g Consultant Provide and/or arrange fl for appropriate UL rating. 08100.22 FABRICATION:alt membrane terminations until installation of fiasflhg. 1. Provide o minkrrurtt 12' long jr>ar►t plate at all splices. nMisecessary equipment, suet des, water, and smear name, r ofilmneeded to Dom' 3. Thickness: AN required. 2. Comers cod Ends: Shop fabricated having a minimum leg. A. GENERAL: sub test Flood test must ne ca.lpietoC and verHied Aria to filing for B Extend horizontal field membrane to the base of verticd surface at walls, curbs, substantial cvrrmpetion. E. Membrane (and insulation) Fasteners plpes, and similar Items and cut evert. At htemd roof drains, extend membrane F. Bode point concealed metal surfaces with protective backing Into the drain, under the clamping rim area Secure ;he membrane aloe the base of P q paint to a minimum dry 1. Fabricate steel door and frame unite rigid, neat h appearance and hoe horn (''S3Q.14 SUBMITTALS 1, Type: Facts Muttxdl p g g 9 Alm thickness of 15 ants defects, warp or budde. y1, y approved fastener with yap plate on required for deck type. walls and sound roof penetrations, curbs, and similar Items, in accordance with FN 2 Fabricate exposed faces of doss and pends from only cold-railed sled, 2 Screw Length: and Brand Approved by Mrefor Manufacture. and/or manufacturers requirements. 07600.3 EXECUTION 3. Fabricate frames, conceded stiffeners, reinforcement, and edge chmneis, from A. S.,Dmit to Architect Prior to Pro-Appiicotiar Conference and Job Starr: 3. Screw length: As required by manufacturer for deck (ype, either cad-coked arhot-raked sled (at fabricate a option). I. Sompiet. F. Fasteners for Wood and :,iasonry Flashings C. At curbs and walls, install flashing sheet extending from at least six Inches out 07600.31 INSTALLATION REQUIREMENTS: 4. Fabricate exterior doors, panels, and frames from galvanized sheet steel. Close over the fldd membrana, up to the lop of the curb or wall arid, where possible, top and bottom edges of dons with flush ctnonnai as Integral pat of door o. Sheet membrane products (8-1/")%I'' . extend over the lop of curbs or walla and down over the opposite Ione. Install A Comply with mar.ufoctura'e inataltatkan Istnlctlon and recommendations, and with construction. 1. Type: Wood moils, minimum 11 gouge, bated, tore in Co with 5/8' head. reinforcing boots at Inside and outakie comers as required. Sheet Metal and Air Condition Controcioro National A33oclOtion 'Archltecturd Sheet 5. Fabricate dl door b. Root Seporctia+ product Masonry molls, core hardened. One inch :iometer tin cepa must be used. s, pends, framers, components, fasteners, and ,dated items e. Fasteners (ba and labeled). 2. Manufacturer. Submitted and roved Manufacturer. Neta Manual". Anchor units of war* securely h place, providing fix thermal from hot-dip gdvtrnized steel In high humidity areas smkor to Florida and Hawaii. � � b ✓p D. Mhenem possible, flash pipe penetrations with manufacturer approved 'boot' expansion of metal units; conceal fasteners whore possible, and set units true to 6. Unless otnenrwise indicated, protide countersunk flat Phillips heads for V M1 3. Size: Sufficient 17ngth to �;enetrate 3/4' minknum. flashing terminated Pt the top with stainless Stool clornp• Ilne ond level. Instak work with to e, into and seams which will De Copy of guarantee oppliaalior submitted to and initially approved by the p Joints permanently exposed screws and bdt& watertight and weatherproof. Manufacturer. C, Protection Pads E. Provide a continuous weld where the flashing membrane overiaps the field membrane. B. Finish Hardware Preparation: Z '. Waterfall Safety Data Shits (MSOS) for all products containing 'Hazardous Where clad metal is used for Scuppers, weld membrane directly to coating on Clod B. Set cap flushings In a thick bead of mastic sealant at all splice plates. J Materials' w. r,efinedl on lists issued by both the Federol and State I. Material: Minimum 30' .-ide roof protection material composed of metal. governmen:a. Monntw copies cf MSDS sheets at the site. 1. Prepare door and frames to receive mortised and concealed f'.nish hardware in reprocessed rand and ,yApproc diodes m reinforced Hypdon material, C. Install roof hatch h accordance with manufacturers Instructions. accordance with finish hardware manufacturer's recommendations. r-- 4. Letter of -,ertificaUon from Ire primary Manufacturer stating that the system 2 Manufacture( and Brand: Approved by Membrane Manufacturer. F. Bond the flashing membrane to vertical surfaces, meld (except clod meld) or any 2 Reinforce klokxs arid frames to recefw surface-applied hadwae. Drilling and SPeciflete or PrOpo3ed a Oppropriote for the geographical area and type deck, yy anal r,�; !ne specified requ'rdnenta are either acceptable a exceed thele other man-manbrone eurtaces using the appropriate concoct adhesive. Apply adhesive 07600.32 CLEANING AND PROTECTION: Q r irerna is specified i z H. Bonding Adhesive � topping for eurfoce- applied finish hardware may be palc,7rred of project site. and bond membrane according to manufocturar a Instructions. Completely bond all 3. Locate finish hardware in accordance with 'Recommended '.•cations fa Budder's et specified nce p(,or Note any Rema not acceptable a floshings to the underlying surface without any looseness, bubbles, or volds. A. peon exposed meld sirfocea, removing substances which might cause corrosion of Hardware', publisrisd by Door and Haldrae Institute and tocol codes. oetnmentd to ey:tartr performance pr.or to bid for review and dariflcotlon. 1. MakelN: Contact ou,oaive used to secure flashing membranes In place. DO metol a deterioration of ftnlslhoe. �� 5. AYProv-d a(�+nc or certification tette from Nanufdcturtr, not use on scorns. G. Fasten the top edge of the airb and wail flashings approximately every 12 inches an C. G rrd+t pro0ucl creature, hsta>datim specificctions and Wallis. 2. Manufacturer and Brand: Manufacturer's standard product. al�p y C. Shop Pointing: L_ '. Fna to 1a' start, sulNT11t etidenax of Underwritero LObaalaies ('JL) pose A � center with o�ppraprlote fasteners through one inch �Jlumelar metol discs. pomp Uta lop emdye of pipe fluahInq sleeves over on adultlonul cushion Strip and apply DIVISION 7 - THERMAL AND MOISTURE PROTECTION 1. Won, treat and paint exposed surfaces of at" door and froria units, ~' olisste fig proposed roof system a, west as all actio s, and similar layout, I, Miscellaneous Accessories appropriate sealant along the top edge, including galvanized surfaces. U fastening patterns, specs requirements or instructions, and similar SECTION 07900 JOINT SEARS I directions. 1. Lap sedonts, caulking compounds, primers, solvents, overnight seal, H. At roof drains, apply appropriate sealant between the droln rim and the field 08100.24 STANDARD ;1FEI. FRAMES U 5 Whofe roofing or floshhg requirements wry from those described herein or on separator sheets, Hypolon-dad metal, and similar items to be as supplied or membrane and between the flashing membrane and darmping rho. Secure damping ring 07900.1 G NERAL n relate, bonssubmShop d9b start. and/or Specifications to describe proposed approved by the primary monbrone manufacturer. tightly ova both membranes and re-Inatdl strainer done. A. Provide 16 gauge metal frames for doors and other openings, of sizes Shown on /L_i._ rr x7lficaLons prig to c#. start. 07900.11 RELATED DOCXIk TS: drawings with concealed fastenings, unless otherwise indicated. V J / 8 Sc.Dmit DnxFrg Project: 07530.3 EXECUTION I. After complete hetdiatlar of the roofing system, Inspect. all roof drains and teat to assure that no daggina of the drainage System is present. Provide roof drain A. Drawings, Speclfleallons, DM31on 1, and Contract. 1, Fabricate frames with mitered comas, welded construction for exterior 07530.31 PREPARATION leader in such condition that the full diameter of tha drain leader Is clear. alp liadlons and knocked- down for field assembly at interior applications. 1. My strop drarngs err �tr�er requested information. 07900.12 DESCRIPTION OF WORK: $Ih�p welded hamate to site with removable Steal spreads at bottom. Do not A. Deck Preparation J. Provide all other finaning In accordance with Roof Detaks and/or manufacturers remove spreader until completion of wall construction. C Sc Drm,it Upon Ccrtnpletian instructions. Where flashing requirements vary from those deeeribad herein or on A. The applications fa Joint sealers Includes the following: I 1. Provide smooth, dean, dry deck, free of debris, and sufficleinUy rigid to Walls, submit shop drawings o describe proposed dotal modifications prior to job B. Provide two (2) silences an strike jomDs of single-swing homes. Roofng Guarantee and Worranty. support the roofers and their mechanical equipment without deflection that will start. 1. Expansion jalnta Letter of certification stating that the proe,,ets ar.0 Installation performed on strain or rupture any of the roofing components. 2. Caulking compounds. 08100.3 EXECi1T1CN the project comply with contract ratutremente, that any punch list Items from 2. Make any significant depressions, holes, deformations, and similar fcults K. Install metal coping over top of walls to overidp and seal the top of the wall ire d ir3poictxrn hose been resolved and that the war* is complete. smooth priorfEVe9ae5 to new roofing application. covering. 07900.13 JOB CONDITIONS: 08100,31 INSPECTION: 3. Clean all surfaces of debris and of any moisture before proceeding with 07530 'S REFERENCES Refer application Manufacturer's raoflng masala. A. fib not proceed with Installation of liquid molonte un. unfavorable weather A. Fxomine substrata and conditions where steel do«a and frames are hstdlad and r 4. Regfer to its. General Requirements for appropriate substrate 07530.36 ROOF" PROTECTION MATERIAL conditions, as recommended b manufacturer for Inst.Iatbn, 1 American Society .a Testing anal Materials (ASTM) applicable standards. requirements. Y notify architect. of any conditions odetrmamtul to proper and timely completion of B. Unoerrntm's Laboratories (U Lr Binding Materids Directory. 8. Deck Inspection A. Install neer walkway protection pada around aril between all air conditioning units 07900.2 PRODUCTS work and In hent of all roof access points. Spuce protection. pads approximately one to 08100.32 INSTALL ATION: two Inches to allow for water flow. Adhere walk pod to memtrane in accordance with 07900.21 MATERIALS: C. Factory Mutual (F.M.) Approvo! ^,uide and applicable Loss Prwmtion Data Sheet& 1. Contractor Is responsble for Insuring that the roof oxfooe is decor, firm, manufacturer's instructions. A. Install standard aced doors, fralnes and accessories k. cuadonce with smooch, dry, properly secured against movement, and acceptable to the A. Provide colors Indicated or, if not otherwise indicated, as selected by Owner's manufacturer's data, and as hotel,) specified. D. Maru,focturera' current oppiicable roofing specifcatioxns catalorg(s). Manufacturer and to himself, prior to application of roofing materials. B. Support dl pipelines running along the roof surface, as wall as annon- enstratin R ' 7_. Commencement of roof opplicaUon over any section sults denote lablllt b Y P 9 epreeentat(v�e hen manufacturer's standard colas. Select materials la 07530.16 PROOUCT HANDLING °�P Y Y supRart,, using redwood sleepers sot loosely over a spot-odhaed section of compatibility with joint surfaces as recommended by monufacturer for each B. PlacingFrames: Cmtractor of any section's readiness to receive roofing and he will be pro ect(on ma or Extend the protection material at least 4' beyond the sleeper application Indicated. s. Do, not wet materials nu creed with ra fin application aurin wet weather responsible for any corrective work which may be occasioned by his having on all skies. Secure pipes to sleepers using gdvanlzed metal dips secured on botch 1. Comply with provision of 'Recommended Erectku� instructions for Steal Frames', apDIY t 9 DD 9 started aver an unsatisfactory surface. skies of pipe. If required, stock sleepers and secure together to accommodate B. Silicone Rubber Sealant: Silicone rubber-based, one-pert dastomeric sealant, unless otherwise indicated. a when moisture is err roof deck elevated pipes. Space sleeper supports no more than 8 feet apart and Installed so recommended b manufacturer try exterior lits. 07530.32 GENERAL APPUCATiON REQUIREMENTS a$ no pede water flow. y j° 2 Place homes pilar to construction of enclosing walls and codingsi Set homes 8 Deliver materials to Joliette h accurately In posithxn, plumbed, aligned, on,J braceo securely antil permanent original, unopened packaging with legible labels. Irsae that package irbels are mprhted with product name, production date, product A. Do not conduct operations when weter In any aignlflC. Expansion Joints; Provide one of the following:form is present ori deck, 07530.37 TItf BASE GUTTER FLASHING g anchors ere set. code and testinq ogemcy. such as rah, dew, ice, frost, or snow. Urnit water to containers for Fwmm 1. Resilient and non-extruding type emddecl cork unite. n consumption. 9 Y1, Pr a. Locate three (3) concealed wail anchors of plops design for wall y Dr upright position. When stored outdoors, A. Install single-ply gutter Ilea at the base of eke roofing areas using acceptable 2. Resilient and non-extruding type premdded bituminous Impregnated Aber board units. condition per jamb, one etch ut hh o and strike le.ds. Provide angle Store materials in dry, protected seas in u ri i products specified herein. store on posets above ground and cover top and o!I sides with suitable protective B. Take preccutiona to keep metelal3 dean, dry and tree of damage. floor clip for each jamb with floor s!er,eg to suit tluar construction,shut or torpouln. Do not double-stog:k potato on the 1,b site. Shrink wrap D. Sealant Backer Rods: Compressible rod stock of flexible, permanent, duraNe non otic h is not intended for long-term B. Extend single plymembrone up the slope to extend at least 8' vertically above the obssorptive material as recommended by sealant manufacturer for compatibility with C, Door Inatallallon: p og g g- jobaite Staoga Remove upon arrival at C. Do not start oppliration of more materials each day than can be completed within the boss of the gutter, Secure the toop edge with appropriate fusternes spaced at 12' sealant. pbsite and replace with a watertight breathable covering. some dory. o.c. Extend the the underloyment fell down to the base of the slope, over the 1. Flt hollow metal doors accurately h frames, within dearonces specified iii r O Saiect and handl, materials andseared single ply membrane. 07900.3 EXECUTION 'Recommended Sprxiot h* r,.uns Standard Steel --'oofs and froes .irn equipment In such a way us to avid damage to D. At the end of the day, edge-seal the finished portion of the roofing system materials, exK,irq construction, or applied roofny. completed that day ocoadinq to manufacturers recommendations. Remove edge seals C. Terminate the opposite edge of the membrane at the base of the varied gutter 07900.31 MANUFACTURER'S INSTRUCTION: Comply with manufacturer's printed instructions D. Adjust and Clean: prior to the start of the next days work. surface and secure with screw/plate fustenwo at 12' ac. install sepaate flashing except where more stringent requirements ore E Do not ood a parvo any pat of structure nt De loaded with o weight shot will membrane extending p shown or specified. 1. After erection, said smooth alt rusted or damaged areas of prime coo! and opnty DRAWN BY; daixis a is safety operations cause dmoverr Confine equipment, stcany l of meletin t d E. Slat roofing wak h dry wenather only and without threat a I day ate Inclement the lop of the outside cuhrbland3d wn overethe iopposite loco. Set flashing membraneer touch-up of compatible air--drying primer. �� Br der.die and the h Ower r mover enb of workmen within any Imus a9 hdwated a weather, Keep the roofed or ea of the building wutetlghl each day o$ Una work Into a continuous appllcotion of contoct adhesive over curb surfaces. Provide 07900.32 JOINT PREPARATIOM: 2_ Check and readjust operating finish hardware Items, leaving ste.4 done and os directed by trre Owns a lib Representative. progresses. continuous weld where membranes overtop. Install reinforcing 'boots' at Inside and o frames in proper operating condition. T1f'f r Take every precaution to prevent interior lea,;c e, materials falling into the comers. A Clean joint surfaces Immediately before Installation of sealant or caulking MALDW ug 9 F. Use only materials and procedures that ere props and suitable for the slopes and compound. Where required on masonry construction, etch concrete and masonry join; 08100.23 STANDARD STFEL DOORS interior, or other such occurrences. Accomplish installation of materials in such a for the underlying materials to which they ore attached. D. Install new metal ca in over t of curb to overt and manner that motebl dri(,page does not occur, p copin op alp protect the outside surfaces ere recommended by sealant manufacture. � �7 O edge of the gutter lining. Emend the rooting to hese of slope, over In3tdled A. Provide motel doors e / G. Provide approved and operable fire extinguishers at dl tkneua on the root Follow qua to Coco Regent far full flush type design with 16 errge � McVk any wet, Comoged a defective material and rerrnove from 'he site that same underloymenf. B. Prime or Seal joint surfaces where Indicated, and where ,acommendaf by soolart skins and s'iffened with one-piece resin Impregnated full honeyconrb etre. Provide FRAME all addlllond re tulrementa of OSdiA Safety Regulallona. monufoc'.urar, flush top aid bottom. channels. In snow Iocoions, til door with thermal insulation day. Promptly rep+a<e this material of no cost ►o the Owns. 07530.38 (XEAN UP ;I;.}O,t7 f;yJARA,VTEF MIO WARRANTYH. Mark dprooe en l roof terminations and openings waterf at thd of each day'e work. 07900.33 INSTALLATION equivalent to R19. sae Willits"A. Remove bituminous a other malrklga from Ihlshed surfaces,. Keep the roof and 07530.33 SfPARAl1ON I AYER A. Cont•octa's *wanly Agreement: premises dean and free from aecumulotlons of waste materials and rubbish at dh l A. Set joint filler unite at proper depth or positlon joint to coordinate with other DIVISION 8 -- DOORS AND WINDOWS A Provide a separation layer between the roofing membrane and plywood deck as tines. Remove all debris, scrop, and rubbish from the wok area daily. Promptly work. Including Installation of backer rods d sealants,remove surplus materials and alk equipment horn the site upon completion of the SFCTION 08210 W(100 DO(1RS I Fara two-yea period hst am the date of completion and Owner acceptance, recommended d approved by the roofing system manufacturer and Underwriters work. Prior to find acceptance, restore all kreas affected by this work to thele B. Instal aedont backer road for II uld alastomerlc sealants as recommended by Crnrtroctor ogreea to inspect and make necessary repairs to defects or leaks in Loborato lea to comply with requirements for a OL pass A fire ruler, assembly, original state of cleanliness and repair all damage done to the PROTOTYPE tMf De,F the roof and Aoshhgs. Attend to emergarcy leaks to within twenty-four (24) Separation layer may Include any one of the following components. and equipment. P °g p,arnlsna, by workmen sealant manufacturer fa applies dein Indicated. 08210.1 i NERAL hours from receipt of notice from the Owner As soon as weather permits, restore affected areas to standards of this contract without voiding the H. Insulation (or exterior gypsum bonrd)• C. Employ only prover. Installation tadiniques which will ensure that seolmts are 08210.11 RELATED DXUNFNTS: 6 - 4- Q 5 Meiufoeturer qucoratse and repair (nY damages from these looks without coat to deposited without gaps or air pockets, with complete 'wetting' of )olnt fill sedant the cNirne► except cur lads cause to roof by others of by a,normd weather 1. Provide woad milers If needed to occommodate securement at roof perlmeters rabbet to a slightly concave surface. Where horliontd joints ore between a A. Drawings. 5pecif;cotlon:e Division i, and contract. condrtia>rha rjcti os i4itning, severe hal, or other unal phenomena. and/or ;oaf penetrations, as required by membrane manufacturer. horizontal surface and vertical surface, fill pint to form a slight cove to &•EFT WOOER elimhale trapped moisture. This Woror-!", must be submitted to the Owner, h writing, before final payment 2. Lay Insulation boards h on ashlar (crass) pattern (�Ints staggered) with r n It rarecJw fry the project. the joints between the long dimension of the boars continuous. D. Install sealant to depths recommended by sealant manufacturer. t-' 3. Spice roof Insulation 1/4' frau all verticd Aashhgs. ` b 4. Neatly cut Insulation and fit around all throuyh-roof projecllons. PACIFIC }IfIVY., 13299 F3iJP 193. F5 19 4 MIC MED 11111111 111 i mild j 1111111 11111 i mild i mild j mill i 1 mild i 111111 hili 11ili11i I 41 FUM- GLANS MADE IN CHINA IN 116 1 1 11 '•t`V�' Y t"1`� ti �M�` F Hiluminois Cuatings: C,ild applied asphalt mastic for 30- ml t1sickness per cowl (MAX).22 WAIVRIAL AND FAHRICA110N: 3. Sol lhieshulds h u bed of wdart to completely NI concealed voldai fr(,Ade etucro Normo the terms or"erlate as g,er.rAed fv 44-Aar r4n-roted � ►tent anA .>:ylac it ear tNv 0 00 door is snows an olrurhngs and In sMedules. G 08%11 Prolective l'oatinga Apply for protection of aluminum fnkth during A line drawingsdrawingsshow the direction of awing or hand of each door. F' m 4. Sot threshold uncia level and mcurately aligned wlti frames and doors, and ul wkrk.urnlsin each Ilaof prr,per elevullat hx dour uperulik,rn '�,avrls �r`ry'ti kkl sUuctba' hurdrrare far proper installation and Operation of Uie door muvernail as shown. r r Pot' u6' B. Ptrtlo.d err�er�t ar�d F'dxilar�d '.a>rne,l time Hborstar►n►hrl Filerkr .Nuuo) and S-Ull core l.r r.\V aura with meclkrm density overlay facts Il Compression Weetherslripprtq Monufokturer's standard eploceable stripping of 08700.32 ADJUST AND CLEAN: Interior: Amoricar Notirrhai Ao ndarde hshtuts. A42 2 Q IPP 9 B. Produce hardware Unita of the Detre metol and laming method using the manufacturer's eilhea melded no+iono goskels, m,aJed PA' guskels a molded ox,pundeo neoprene stoncklird. ��'.'• t (xtAUT1 4\RANa'F A. Adjust and check each operotkhq Item of hardware and each door to ensure paper C Lathing and Furrirq for Pulland r;ement and Prwt7ard rar�erir Ln,e �.Nert►�, g,latta opaiutlons a functmi of every unit Ixtmiar (;tutu,) oral Intortor Mf,aicdh Natk of ,lordards inyt h;re A42 1 Sutrnfi �Irttter ant m soar manufacturer's standyd farm :w ed by J Systems 4 1/12" C. canfam manulaclwed hardware to published templates, generally prepared (oK rnochhr, Irars,Aa. �^' fln y� x 1 3 '4' far t//" dazing and glaring. screw Installation. B. Find check and adjust dl hardware itams. Clean operating Ilsrna as necessary to 0921014 PRODUCT HA14D11N4: Icrir. rls,ctiav, ane oJntrOctcx agrehestg to repay or raraoce Aeftiitu�e restao proper function and friish of hardware olid doors. Ad►ust duan control s+>us vft%:h *OW w%xfW ,Mw. Cab' or trrstW ar wh,;h snow photographing of K. 44ch Wtndowr. Kowneer ? 1/4' x ?' home for I' glaring, 2' x 2' home fa 1/4' D. Furnish screws for hslallatiah, with eoch hardware Item. Provide Phillips devices lu cumpenbalo lr find operation of healing and ventilation equipment. A. Deliver, stare, and prolect manuloctural rnoteriore r origrhd aM unopened .1ar►ibVtui'ticla btioe r INV vsrveers glazing ur Vista Wall 3' x 1 112* home. flat--head snows with finish of exposed (exposed :rndrr an condition screwe to xP ( I Y )� cornrunam n fsro*4 rvnnnls n effect tar a iw (5) rear lwoj followingdale of o match the hordwae finish, 08110..2 HARI:�WARE: st,ostun:� .xrp@tw F. Provide conceded fasteners for hardware units which are exposed when the door is DIVISION 8 - DIwRS AND WWDOWS B. Store all cernehtlti,ut; motorial orf ground jode► r,Uvy A Protide dor monufocturei's standard heavy-duty hardware units as shown, scheduled, closed, exrept to the extent no slundrd units of lha type specified are available :'r8:1014 PRLXXCT DELL) R1', STUR4E, MIO HANDLING' o ired fur oiwi lon of each dor r � with conceded fasteners. SECTION 08800 CLASS AND Cl A71NC 09210.15 008 CONDITIONS k Protect wood a,00n As transit, st A. Protect contiguous wok from harmful effects whim might retail torn stuorairry rel oxtage and haneng to preNent dcrttaye, sodhng 1 Offset Pivots Cost aluminum alloy with steel pine and c,ilitc hearings (Doll 08700.2) HINGES, BUTTS: 08gp0,1 GENERAL oren 301or"Utior I baxngs bottom plxpts). 09210.2 PR(fAX.'TS Uvaheod Exposed dosars: Notion /1605 surface closer with delayed action for A. Provide only template-produced units. 08800.11 RELATED DOCUMENTS: 0@:1`' : 1'Rt30lri'S hanclic taped use' 09110.21 LATHING AND ACCESSORY MATERIALS: J. L cpoAuocao lkY-O-Molle 9410 with conceded rad pante bar. B. Fumish Phillips flet-head all-purpose o machine screws fur Installation of units. A. Drawin Ificatlons Division 1, and Contract. = M A T9t kS MID CL'O\- [h fi 9s SPx 4. Construction :.ylinders Supply h deudioeks and replace with Falcon eylhders Fnlbtt screw (toads to match surface of hinges a pinrols. A f�14ERAL k rX* Parisi: Mmulac'tuear's stand 2-ply face oriels, un Pas otherwise Indicated. supplied per hardware section of specifications. 08800.12 DESCRIPTION OF WORK: Py p 5. Push Pull Set: Style f-2. C. Hinge Pins: Nun-romovaable and next-rising. 1. Metals and Finishes: Morvifocturer's standard gorwjh -zed pr(,4,rti ,rulers 6 Threshold& Extruded aluminum In mill finish, complete with otnchrYs and clips A. 'Goes' Includes prime gloss, processed glass, and fabricated glass products and ndlcoted as znc alloy. P E%POW Santo• As specified with some exposeJ surface motenot on both fooes. coordinated with pivots 1. Provide Interior nim ea non-ball bearing) with steel Ins. g � globs. Types of 9 ( 9) p 'Glazing" ass Inblallutkxh end materials used la Install 008:1022 SOW CORE WO0 DOORS: 2. Provide ext,rivi hinges and bull bearing Interior hinges with stainless steel pins work Included herein: a, Exterkx Exposed Accessories: Zinc oloy w.eswhes for ertarirr wGry, 08/10.2) FABRICATION: exwpt wtirre fullcor!coaler7 kt plotter. Ar Ptavide solid core rand doors by one 4f the faltering A GENERAL, D. Interior Hinges: �v�o (2) knuckle stool with ol-Impregnated stainless steel 1. Window units. bearing. McKinr•ey IA-2731. 2. Storefront construction. B. *a Ties: Galvanized soft steel wire. C49-*301' 1. Required sizes for door and window units are shown on drawings i, Doors Over 36' Wide and/or 75' High: Five (5) knuckles steel with ball bearing. 08800.13 QUALITY ASSLRANCE: C. Mata Lathing Materials: Self-furring diamond mesh loth, 3.4 pounds per square :. E94ers McKinney TB-3386. yard, standard mesh galvanized copper alloy steel with 1/4' defomirthrt over two a, Details shown are based on standard details by manufacturer indicated. A. Prime Class Manufacturer Provide one of the following: la)ws 50 minute Grade J paper. Note: At top of urch use N,f fat under 2 sayers 8. Care Construction: Mot !arntod prTtlde boohoo E. Exterior Hinges: Five (5) knuckle brass, bronze, or stainless steel with ball o paper 2. To greatest extent possible, complete fabrication, assembly, finishing, hardware bearing. McKinney 14B-3386. 1. Guardian Industries Corp. C. Face Panels: Ilanuroeturer's standard 2-ply fooe panels of medium donsty over-loy application, and other work before shipment to phojeet site. 2 Lbbe (lwenos-Ford Company atppl as.'. over manutoctuta's stondord thickness hardwood face veneer. Provide any Y- P Y D. Meta Stucco Aecessw;es: F. Size of All Hinges: 4 1/2' x 4 1/2". 3. PPG Industries, Inc. Case gray horCwow tot exposed edge; and other exposed suited wood components. a. Preglaze door and window units to greattJt extent possibly 1. Coordinate depth of accessory with thickness of and number of coots of stucco b. Do not drill and top for surfocgr-mounlec hor,lwas items until time of G. All Doors- 1 1/2 pall, of hinges per leaf, unless otherwise noted. B. Prime Close Standard: Federal Specification DO-G-451 to be applied. NI material zinc afloy of minimum 16 gage tt;lclunais a os noted. M210 23 SHOP-PRIMING: Installation at pro)oct site. 2. Small Nose Comer beads: Expanded type rico' 2 7/8' wide flanges. e. Arched WMndu%-7: Foctory form Grid glaze with tape and wedge. 1. Doors Over 36' Malde and/or 72' High: Two (2) pair of hinges per leaf. C. Safety Glass Standard: CPSC 16 CFR 1201 3. Comerlte: Standard preforrrted interior corner rehntorcement mate hem 2.5 A. Set" delivery of door to prolect site shop-prime exposed portion of wood doors. pond per sctand yard famed mesh loth. ,a 3. Complote cutting, fitting, forming, drlllkig, one grindktg of metal work prior H. Altemate Manufacturers: Hager and Stanley. 08800,14 EN tRONMENTAL REQUIREMENTS: 4. Squve-Edged Casing Beady Standard with expnded or short flange to s0e M2 0 3 EXECUTION to doming, finishing, surface treatment, and applicution of AnIshe& application. tj t 4. Instoi reinforcing as necessary for perfonnanh:e requirements. Depart 1. Hinges for Serving Area Door. Invisible from the public side of the door. A. Do not install glazs,y when ambient temperature is less than 50 degrees F. S. E xcppuc7�alon Jalnls. Stanodard ono piece joint wish erpandea Ranges equal to 08.1,1 31 ASPECTiON' dissimilar metals with bituminous paint or other soparalor which ill prevent Mico //115, A Ex3rrtne door tomos and verify coat homes are correct t corrosion. 08700.24 LOCKS, LOCK CYLINDERS, AND KEYING: 08800.2 PRODUCTS 6. Comer itelnforcement: Stucco-type woven galvanized wire comer reinforcing �a1 y ape and have been Installed 5. Maintain occxuate relatic• of planes and angles, with haltilne fit of strip s. as requroo fa proper hanging of conespanding doors and notify architect of contacting members. A. Lock Cylinders Parts: Construct from brese/bronze, stainless steel or nickel 08800.21 GLASS PROOl1CTS: 7. Fasteners: Galvanized steel screws or 7/16' head galvanized nods, of type and wind tions detrimental to proper one timely ins diatlxt of wood doors. 6. Conceal fasteners wherever paaslble. saver. length suitable for odaquote penetration of the substrate. 7. For exterior doors, providd compression weather-stripping against fixed stops; A. Float/plate pass: Type 1, deo unless otherwise Indicated. P. Bose Screed/flwhhy: Mechanically broke 20 gauge material bent to 66210.32 INS'ALLATiON. at other edges, provide sliding weather-strpping retained in adjustable B. Provide manufacturers standard wrought box strike for each lads twit, with curved configurations shoran on drawings. A. l:ondition dons to average prevain humidity in installation area prior to strip mortised In to door edge. lip extended to protect h-ane; finish to match hardware set. 08800.22 FABRICATED GLASS UNITS: � honghvg, by delivery to sne four (4} days p,ior to installation, a. Provide heavy-duty, hallow, compression weatherst,ippkng In bottom door C. Provide 1/2' midnium thros of latch bolts. A. Laminated Safety Glass: Two (2) sheets of dear float glass with a 30 ml film of 09210.22 PORTLAND CEMENT S1lICC0 MATERIALS: rail, adPsloble for contact with threshold. polyvinyl buteral laminated by manutocturer's standard heat-plus-pressure process; A. Scratch and Brown Coat Cement: Grey portlond cement, ASTM C-150 type IIA air B. Irstoil woo.: dawn in accordance with manufacturer's instructions and as indicated. b. At interior docs provide neoprene silencers on strips to prevent. 1. Provide i" minirrum throw of dead bolt& 1/4' thick If not otherwise indicated. entraining. meld-tor-metal contact, C Alin or dos to from07 for proper fit and uniform clearonce it each edge and mochine D. Provide all locks and lock cylinders with six (6) pin Interchangeable-core tumbler. 8, Insulating Glass: Two (2) sheets 1/4' thick float glass and 1/2' dry air spore with B. Scratch and Brot:mn Coat Lime: Speed finishing hydrated lime ASTM 0206 or Type S for hardware. Seal at surfaces otter faith, and machining. B. Storefront Framing System: Provide only temporary inserts fax the construction period. Class A sealant type edge construction to mointain hermetic sed, 1 9" odors 1/1' In 2' at lock and hinged edges. 1. Inelde-outside matched resilient flush-glazed system fabricated for stick-t a 1. C. Scratch and Brown Coat Aggregete: Clem graduated Bond ASTM C-144. 1 Y8 YP � permanent inserts to the District Manager who will remove and replace the C. IMred goes: pear, polished both akiea, square mesh ar woven sroinlesa steel ore erection procedure with provision fa Boss replacement. construction cores. of 1/22 inch grid size; 1/4 inch thick. D. Finish Coat Cement: Waterproof white portand cement. ASTM C-150 Type I. D. Provide deoroncet of 1/16' at jambs and heads; and I/4' from bottom of door to top of decorative floor finish or covering. Undercut by 1' for HVAC where indicated. C. Stile-and Rai Tyne Aluminum Doors: E. Bade Set: 2 3/4'. 08800.23 GLAZING SEALANTS AND COMPONENTS: E. Finish Coat Lime: Special finishing hydrated lime ASTM C-206. 08210.33 ADJUST AnD CLEAN: 1. Provide tubular frame members, fabhlcated with mechanical joints using heavy F. Lode Functions: A. Provide exposed sealant/compound In bronze color. Comply with manufacturer's F. Finish Coat Aggregate: Washed silica sand. In reinforcing plates and concealed tie-u)as or 1-bolts, and fabricate recommendations for selection of hordness, depending upon the location of each A. Rehang or reor oerate freeldird b place doors which do not swing operate as directed Owner's with structurally welded 'pint& 1. Toilet Doors: HEMI 90.2-306.2RFBDUSS turn piece/emergency release with tubular application. G. Water; Potable. $%xesontative. 2. Except an otherwise shown or scheduled, provide doors 1 3/4" thick with narrow dead bolt with green and red Indicator. stile (2' nominal width) 2. Exterior Door, Mortise exit door, Falcon S161DL26D/PTB B. Provide 2-part polysulfide glazing sealant. H. Mixed (by Volume): 3. Fabricate doors to focaitate replacement of glass or panels, without 31ASiON 8 - DOORS AND WNDOWS disassembly of door sties and rails. Provide snap-on extruded aluminum G. Provide panic device as specified In the door schedule. 08800.24 GLAZING GASKETS: 1. Scratch Coat: t part cement, 1/4 part Ilene, 3 parts aggregate glazing stoops, with exterior slops anchored for non-removal. 2. Brown Coat: 1 part cement, 1/4 port lune, 4-5 parts oggegate SECTION 08410 ALUMINJM FNT'RANCES AND WINDOWS 08700.25 CLOSERS AND DOOR CONTROL DEVICES: A. Provide molded or extruded FPDM gaskets of the profile and hardness required for 3. Finish CooL- 1 part cement, 1/2 part lime, 3 parts aggregate. D. Windows: A. watertight construction.08410.1 GENERAL A. Except os othese specifically Indicated, comply with the manufacturer's 1. Texture: 'Light Lace' per the 'Plaster/Metal Framing Systems/Lath Manual', latest rt 1. Provide commercial windows (grode A2) rocommenrlations for size of door control unit. 08800.25 MISCELLANEOUS GLAZING MATERIALS: ed tion. VWo Wali National A,xocrts 2. Provide manufacturer's standard fabrication and occessoxise which comply with indicated standards and are re-yylazoble without disman0in P Toilet Dears LCN 1461 (prime finish). A Cleaners, Primera and Seders: Type recommended by sedont or gasket manufacturer. 09210.23 WAiERPROOFING: protide Scope: GC sill! glass and Installation Taco Bell will provide storefront 3. Provide water shed members at Ihas of natural water penetration. -J� ndterizI inoudiny doors/panic nordwore/dosers 4. Provide subframes with anchors for units where shown. 1. Doors Over 36' Wlde LCN 4114H SHB (prime finish). B. Setting Blocks: Neoprene or EPDM 70-90 durometer hardness with proven compatibility A. Hydrozo Boor Double 7 mineral gum based material containing opprox;.-nnteiv 14% PROCEDURES with sealants used solids os manufactured by Hydrozo Coaling Company, Lincoln, Netwooka. -' 08410.24 FINISHES: C. Exterior Doors: LCN 4116H SNB (prime finish). C. Spacers: Neoprene or EPDM, 40-50 duroneter hardness with proven compatibility with 09210.3 EXECUTION 1. Glazier cells Visto Wall at 1 (800) 869-4567 and confirms package and options. A. Anodized Aluminum Finishes: E:Aaal to Kawnw /40 perrionodic Dark Bronze (minimum D. Altemate Manufacturers. Yale and Norton. sealants used. 09210.31 PREPARATION: � � 2. Ast Wall confirms delivery dote. thickness 0.3 mis). 3. vista wall ships ona gazher confirms recept of materials. 08700.26 DOOR TRIM UNITS: D. Compressible Filer. Cloned-cell or waterproof-jacketed rod stock compatible with 08410.3 EXECUTION sealants used. A. Clean stucco bases and substrates prior to stuccoing. -4 08410.11 ?ELATED DOCt,'MENTS: A. Provide manufacturers standard expceed lastanaxs for door trim unite. 08410.31 INSTAIlATION: 08800.) EXECUTION B. Dampen moaonry surfaces to haloes excessive suction. A. Drawings, Specifications Division i, and Contract B. Fabricate protection plain not more than 1 1/2' on stop side smaller than the door A. Comply with manufacturer's Inciucllo s and recommendations for hstaliation of width. 08800.31 STANDARDS AND PERFORMANCE: 09210.32 INSTALLATION OF LATH AND ACCESSORIES: 08410.12 DFSCRII OF WORK: durnhum entrances and windows. W 1. Metal Plates: Stainless Steel, 18 gauge, Brookline 18' high, exterior kitchen door. A. Watertight and airtight installation of each glass product Is required. Each A. Frcme both sides of control and expansion pints independently, and da not brkge A. Extent of alumhum entrances and windows is shown on drawings and schedules and B. Set units plumb, level, and true to line, without warp or rods of homing members, installation must withstand normal temperature changes, wind loading and Impact joints with lathing or accessories. ina„aes the fdiowing. doors, or panels. Anchor securely in place, separating aluminum and other C. Provide all interior doors with a stop: loading without defects In the work. corrodible meld surfaces. B. Molal I_athiny: 5,16rior entrance doors and homes. 1, Floor Stops: Ives 438B, B. Protect glass from edge damage during handling and installation, Armed aluminum windows. C. Drill and tap frames and doors and apply surface-mounted hardware Items, complying 1. Install metal loth with long dimension at right angles to supports having 1/2' J Faxed aluminum windows. with hardware manufacturer's Instructions and template requkements. Use conceded D. Ntemate Manufacturers: Quality and Hiawatha. 08800.32 PREPARATION FOR GLAZING: lop at sides and i' lap at ends. 4. Storefront type framing system. fasteners wherever posalble. 5. Drive-up window 08700.27 y1EATHER-STRIPPING AND THRESHOLDS: A. Com glazing channel and other fram•!rhg members to receive glass immediately before a. Screw or null Self-furring diamond mesh airectly to substrates Indicated D. Set sill members and other members in boa of compound, or with joint filers or glazing. at a maximum of 12' o.c. horizontally and 8' o.c. verticoMy. 08410.13 OIiAiJTY ASSURANCE gaskets to provide weothertight construction. A. Weatheslripping at Jambs and Hoods: Spring type stripping of manufacture a standard design. B. Apply primer a sealant to joint surfaces where recommended by sealant manufacturer. C. Stucco Accessories: kComply with applicable provision of 'Nerd Curtain Wall, Window, Storefront, and E. In snow locations, pude fbrou9 insulation In shim spaces at perimeter of assembly. Entrarvice Gulde specifications Manual', by Architectural Numnum Manufacturer's 1. Metal: Spring bronze, 0.009' minimum thir:knom for sliding compression, 0.006' 08600.33 GLAZING: 1, Anchor each Mange of accessories 8' o.c. to base. IEbIyaNS Assocatkn. 08410.32 ADJUST AND CLEAN: minimum thickness for direct compression. Z Miter kx cups accessory corners, and install with tight joints occurately A. Instdl setting blocks of proper size in sill rabbet, located 1/4 of gloss width oflgned. 8 Provide aluminum entrances and window homing system produced by the hollowing A. Adjust operating hardware to function property, without binding and to provide tight B. Weather-stripping at Door Bottoms: Threshold contact-type resilient Insert and from each corner. 3. Set accessories plumb, level and true to the, with a tolerance of 1/8' in 10'•-0'. monufocturers through National Accounts Departments: t'f at contact points and weother-stripping. metal housing. 4. Install metol corner beads at extend camera. B. Provide spacers Inside and out, of proper size and spacing, for glass sizes largyer 5. Install casing beads at exposed termination's of stucco work Primory vendor. V!sto Wall Corp. B. Clean completed ayetem, Inside and out, promptly after erection and Instdlotlan of 1. Extruded aluminum with notdrd anodized finish, 0.062" minimum thickness of than 50 square inches, except where gaskets a proehknmed topes are used for 6. Install prefabricated expansion joints of one piece design where shown as 'Exponslon Joint' (214) 563-2624 glow and sealants. main walls and flanges. glazing. 2. Flexible vinyl wiper of sweep seal strip. D. Bonding Agent: Apply to masonry surfaces in conformance with manufacturer's Alternate vendor. Kawneer Company, Inc C. Remove protectve coating when completion of canstniction activities no longer C. Install filler rods channel at heel of jams and head (do not leave voids n 911 instructions. (209) 651-4000 requires its retention, C. Provide angle piece extruded aluminum threshold .125 thick with smooth commercial channels), complying with manufacturer a recommendations. finish and grooved tread In manufacturers standard with stripe of abrasive fhbh. 09210.33 INSTALLATION OF STUCCO: Drive-up Window, Quicaerve Profile and width as necessary to fit the conditions as shown on the drawings, D. Force sealants Into channel to eliminate voids and to ensure complete 'wetting' or (800) 388-8307 DIVISION 8 DOORS AND WINDOWS bond of sealant to glass and channel surfaces. A. Mechanically mix stucco materials at the pro)ect site. Use minimum amount of water D. Exterior doors: to produce a stucco of workable consistency. C Performance and Testing: SECTION 08700 BUILDERS HARDWARE E. Tod exposed surfaces of glazing liquids and compounds to provide a substantial 1. Head and Jamb Weather-stripping: Reissue 350. 'wash• away from glass, looted (pressurized tape and gaskets to protrude slightly B. Sequence stucco installation properly with the nstodatior and protection of other i 1. Fabricate exterior components from stock systema which have been designed to 08700.1 GENERAL 2, Sill Weather-strippingg: Reese 362 A. out of channel. work, so that neither will be damaged by the installation of (tie other. provide fur expansion end contraction resulting from ambient temprature range 3. Threshold: Reese S512AO of 120 degrees F (49 degrees C). 08700.11 RELATED DOCUMENTS: F. Clean and trim excess glazing materials from gloss and stops or framers promptly C. Stucco flush with meld frames anti other built-in items or accessories which act as 2. Foixicate e,Rerior components from stack systems which have been tested to E. Ntemote Manufacturers: Zero and Pemko. atter Installation and eliminate stains and discoloration's. a stucco ground. Cut stucco teaminoted at metal without casing bends free from metal withstand ur,iforin pressure of 20 psi inward and 20 pat outward. A. 'Builders Hardware' incudes items known commercially as builders hardware which are before stucco sets and groove finish coat at the junctures, 3. Fabricate extowlhr storefront components from stock systems which have boon required for swing, sliding and folding doors. types of Items h this section 08700.28 HARDWARE FINISHES: G. Where wedge-shaped gaskets are driven into one olds of anannel to pressurize sealant 'ested to demonstrate permanent resistonce to :eokoge's as fo'lows indude (but ore not necessarily limited to): or gasket on opposite skis, provide adequate anchorage to ensure that gasket will 0. Apply stucco In a three coat installation as follows: A. Provide matching finishes for hardware unite at each door or opening, to the not 'walk" out when Installation Is subjected to movement. C. Air Inf1trat;on: Not more than 0.06 cfm per squor,4 fowl. 1. hinges; greatest extent possible, and except as otherw!se Indicated. 1. Apply scratch coat evenly In uniform thk*ness of 3/8' and squeezed through lath o. Nater Infetration: No uncontrolled water penetration. Z locks, lock cylinders, and keys; H. Miter cul and bond ends together at corners where gaskets are used for channel to backing to form mechanical key with mesh. Rake horizontally when stucco is 3. exit devices; B. Provide protective lacquer coating on all exposed hardware finishes of aluminum, glazing, so that gaskets will not pull away from corner& firm but not dry. Apply brown coot when dried and stiffened sufficiently. taherewr po•:aWe, lake field measurements to Insure proper fitting of oak, 4. push/pull units; except us otherwise Indicated. 2 Apply brown coat uniform and floated level to 3/8' thickness. Lightly scare However proceed with fotrreution and coorainale insulation tolerances a- necessary 5. dome; 08800,34 CURE, PROTECTION AND CLEANING: surface. Moist cure 12 - 48 hours with told set of 7 days. when neid measurements might delay wok. 6. door trim units; C. The designationo used In schedules and elsewhere to Indicate hardware finishes are 3. Apply finish coat to brown coot after dompening. Trowel 1;8' thick In light 7. weather-stripping and threshold for exterior doors. the Industry-recognized standard commercial finishes, except as otherwise noted. A. Protect exterior glass from breakage Immediately upon Installation by use of tossed loc,e pattern. Moist are 12 - 24 hours. DRAnON 6n r Provide shop Jrowings for standard :nits from the manufacturer upon request. streamers attached to horning and held away from glass. Do not apply markers to CKO(ED By, 08700.13 QUALITY ASSURANCE: D. Finish on All Hardware: US 26D Satin chrome Plate finish. surfaces of glass. Remove non permanent labels and dean surfaces. F. Protect stucco from uneven and excessive mporation during hot dry weather. F. Coo 084102 PRODUCTS not perform stucccoing at an outdoor temperature of less than 50 degrees F unless A. Obtain each kind of hardwore (latch, and lock set, hinges, closers, N related 08700.3 EXECUTION adequate temporary shelter is provided for a period of not less than 48 hours after 08410.11 MATERIALS AND ACXE:SSORIES: items) from only one manufacturer. OIVISTON 9 - FINISHES Installation. Do not perforin sluccorhg at on cxAdoor temperature of more than 80 � A. Numinum Mernbhxs: Alloy and temrrh per recommended by manirfocturer for strength, B. Perform working accordance with the following requrementr. 08700.31 INSTA11AT10N: degrees F. /�SECTION 0921STUCCO I v 7 0 H corrosion resistance, and opplicotrin of required finish. Main extrusion; 6063-T5 A. Mount hardware units at heights Indicated In 'Recommended Locations for Binders 09210.34 INSTALLATION OF WATERPROOFING: FRAME ow,i um alloy of 0.125' minimum wall thickness. 1. ANSI A117.1. Hardware for Standard Steel Doors and Frames, by the Door and Hardware Institute, 09210.1 GENERAL except as specifically Indicated or required to comply with goveming regulations. A. Apply waterproofing to a dean dry surface when surface air and material temperature B Fasteners: Aluminium, non-magnetic Nanleas steel, or other materkul warranted by 08700.14 JOEL CONDITIONS: 09210.11 RELATED DOCUMENTS: Is 50 degrees F of higher during application. W14"R mon,;foclurer to be non- corr"ve and compatible with aluminum ;;ofnponents. B. Install each hardware Item In compliance with the manufacturers instructions and A. Coordinate hardware with other work. Fumish hardware Home of proper design for recommendations. Do not install surface mounted Items until fnlshes have been A. Drawings, Specifications E'wlslon 1 and Contract. B. Apply to stucco after allowing 72 hays drying time 1 Do not use exposed fastene►n except where unavoldobte for application of use on doors and frames of the thickness, profile, swing, security and similar completed on the substrate. hardware. Match finish of adjoining metal and use PhiWps flat--hood requirements Indicated, as necesaary for proper installation and function. 09210.12 DESCRIPTION OF WORK: C. Treat any apparent alkali or effervescence with proper neutralizing compaxtd. rrochine soler& C. Set units level, plumb and true to line and locations. Reinforce the attachment 2 Reinforce aruminum less than 0.12..r' thick with alumirum or nm-magnoUC 08700.2 PRODUCTS substrate as necessary for proper nstdlatlon and operation. A. Type of work Includes. 0. Apply one coat to all horizontal surfaces with a brush at a rote of 90-180 square stainless steel at sorer anai+ors. feet per gallon. {.� 08700.21 SpiEDULfD HARDWARE: D. Drill and counter sink units which are not factory-prepared for anchorage fasteners. 1. Portland cement stucco. `' -- 41 - -' rAncedrled Flashing: Bead-soft stainless steel, 26 ga:ge minimum, type selected by 09210.35 CUTTING AND PATCIMNG: monkfo turer for canpatiblity. A. Products are Identified by using hardware designation numbers of one manufacturer F. Thresholds 09210.13 QUALITY ASSURANCE: Tor each hardware type required. NI Items (except locks) are listed by Manufacturer A. Cut, patch, point-up, and repair stucco as necessary to accommodate other wort and `?':T �vtc� D prrr ets OM Rxxsforcemenls Maxufocturer's n h•-strength aluminum units where for the purpose of establishing minimum requirements. 1. On concrete substrates, Install load-shield anchors, accurately placed to A. Where stucco assemblies with flre resistance rating are Inclicaled or are required to to restore crocks, dents and imperfections. fa+<aaGic, otherwise, non- magnetic stainless stead or hot-dip golvanlzed steel. receive machine screw anchors at locations pre-drllled and evenly spaced in comply with govarning regulutkxts, provide materials and Installations idenikal n -� 1. Supply locks and lode cylinders only by the listed rnortutaettxer and supplier. threshold unite (spaced not more that 12` a/c.). with applicable assemblies which have been tested and listed by recognized F Masonry Inserts Where Postured: Ca •von, md:eoble Iran, a 12 gauge steel 2 Provide all other hardware from listed alternate manufacturers. 2. Screw thresholds to substrate with No. 10 or lager screws, of the proper type outhorlies. rot-alp gdvvtized. for permanent anchorage. PACIFIC HWY . 11299 Imp"-Om 44 OF 4y MIClWhLMED III III ; J 11 ! 1 iLij Ill I 1 1111111 11111 11111 11111R*R- GI.A85i 4MADE IN 61 CHINA IN V alt 40�,S 4.W r'k:'!CHIN. H. llo Cound of Americo Standard 131,1 Is the basis la requirements 09510.32 PRFPANAIION: C. finish ext,xlor doors oro 1(4)a, i,olturns and 5110 oxlye5 sane as exlerKx ftr•.es, u1,108e 1144, 2 (Nut Used) oUnerwlee Indicut0;; ';+moM Iwvtpasur1 p.rlwtisr+ arra er%clo rs 0 other ww* Pitviii4y rsm ve stucco 09%(V 14 PROOIICT HANOLINtx A. Eelobllsh layout of acoustical units to ualunce lx,rder widths ut opposite edges of 11406 3 FXEC11Rrto s.m• sur 11arr4s, enwes, a., other stolaxos $het we not to be plastered ouch oohing. Auld use of less-than-hulf width unite at borders and comply with U. Sand lightly between oath succeeding enamel cool. A t►ellver Poaaged n oterlols and store n original canlahers with voids unbroken and feAw:ted eeliny llans whenever pawsl,lo 1100 31 #4"S Aa ATION! d 6"Notac't etucty tam astervolw+ sW aorrwyys inuring the remainder of the labels Intact unlh tine of use. E. Apply sufficient tine between successive coatings to permit Koper drying. %%V%slrvctsn pw�>u 19510.33 1NSTAItATION A Assemble and set us equlpnent rX.rordng to manufacturer's ri:* yaw+As and �. 09 NV IIs ,tile r'ONDIm clNS- F. Apply first--cool nwterid to surfaces as soon os proctlwl. Ir ebucbun P10ti4.4e Uucick��yg. el.rx.ere, twers oral �.u-neclrrs us, fwAb err lo `Z'�NTIT A. Install materials in accordance with manulocturer's printed netructiahe, and comply Insure u And Instdlobw I I tb pxdf,b, level, ad frndy UAW.Oed r, Vio:afxwis A Maintain environmental eon6tions and protect work during and otter installulia+ in with governing regulations, fire rosistance rating equiremery a us indicuted, and G. Apply materials at not Itas than rnanuf(...turer's recommended epreoding rale. Indicated k .1^Yar'te+ at st„ctiv e►'mr1 tint" ON txlerior) fa a period of two (:) wan ham occordmc♦ with manufacturer's raationnnandutians nduslry standows applicable to work. �'+ ►ate ..t atieplanv Dw the Now H. Apply or,e (1) coot of primer (if Indicated) and two (2) coois of the finish paint 1. Install 1tolnless Sisal F,od 'Arvi,�e Cgjipmeant (4 pieces) fust will ;lens r 09300.2 PRODUCT'S B. Install suspension syslans with hungers supported only frau building structural w other paint Indicated for dl Items Intern and exterior to be pointedapprruuuule heal Irc.atix'. members, Locals hangers near ouch and and space 4'-0' along each carrying drunnel or f11t1St4F� 09300.11 TRf PRt�t�i'r5 direct-hung runner, unless otherwise Indicated, leveling to tA6funca of 1/h' In 12' U'. 1. Tint the Arst P.nleh coot to a shade lighter than the find coat noted on the G. Provide 1' copper waste Ilres (not PVC) to all sepair0o drool SECTVA l`r1.50 GIM14 S Aizoschedule. la.at+ons (5) :tram run drowrvp Pr*sr support of mesa wuete ir.er t A dozed w1hM 1110 4 1 '4' 4 i;'4' 1. Secure wire hangers by leaping and wire-tying, either directly to structures a equipment fromts and separate termnaticns roto drain vire ner,esvey 09:Su'1to insets, eye- bauve, or other devices which are acture. I. Perform kltehen equipment tach-up as necessary. b. Provide electrical servic# to p(ewved slenctricd pants. XNER4 B. Quarry Tile: I/2' thkA of sizes noted on drawings. c. Provide cold woter and hof anter seroce to wenwd valves of service C. Install edge moldings at perimeter of acautical celling area and at locations where D9900,35 CLEAN-UP AND PROTFCTiO4 erhaft. 09.5 11 RELATED DOCIiiOTS 1 More shown 'Abrasive provide manufacturer's standard abroelve-relxiaced the. necessary to cunced edges of aeoustk;al uh,Rs. d. Install pizza mailers on shelf and carnsct water lines (q,ktr dieotnneret), A During progress of work, remove from site discarded paint materials, rubbish, cans plug In electrled and install fiexble Tan Ines ham rneiter to r"A :ro.4rvq, Spetio cAcon Dhlsian 1 ono Contract C. Provide trim shapes Of same material and finish as field the, and os follows, 1. Attach moldings to substrate at Intervals not over 16' o.c. and not more than 3'' from ends, and rays at end of each wok day. unit. leveling with calling suspension system to tolerance of 1/8" in 12'-0'. Miler e. lnul leveling ani ccrxhectkn of unit will be by unit manufacturer 09=S.i.t MSClbPTICYti ct Vfti 1. Base: Sanitary cove unit& axners accurately and connect securely. B. Protect wok of other trodesrman, whether to be panted or not, against damage by A. 1. Extend Canons: Bullnose shapes, with a 1/4' radius. ponding and finishing work. 2. Install Ice Machine per Instructions found n pxking list :el unit in phone, Type of Work Includes, D. Install acoustical panels In co-ordination with suspension system, with edges level and make nmol connections. insuluti vast* Ines trim exit kx.otnon to 09300.22 MORTAR AAD GROUT: conceded by sup art of suspension members. Scribe and cut panels to fit accurately C. At the completlon of work of other trades, touch-up and restore dl damaged or drain. Set rernoU ccxndensng unit on r:,r, if appicoGle, prordn9q neceswry 1. G)peum board appiled to wood framing and furring at bcrdsn and a penetrations. defaced painted surfaces. prefabricated su.oppat rale aw refrgsgont line pitai pan nstall remgaror t 2. Finishing (joint tap#-arra-.vrnpa,nd treatme)t) A. Latex-Partland Cement Mortar. Latex modlfled portiand cement dry--set mortar linea and provide necessary nsulatlon. Provide upper waste ,not os it,oor, 1 Cywrri boors Caging an direct suspension s►stem 1. Install hold-down dips In all areas. all the drawing$. B. Organic Adhesive: Proper type for Intended we as certified by adhesive 1. 10 - SPECIALTIES 09250.13 (UA;;T)- 4N- RANCE: manufacturer with primer- sealer where recommended by manufacturer. 09510.34 ADJUST AND CLEAN: 3. install Drink Dispensing System: SECTION 10000BUILDING SPECIALTIES k Cypsum Boors Storiwl 'a GA-^16 by Gypsum Asaa:iotiun. C. Epoxy Adhesive: Two-component epoxy resin and hardener. A. Clean exposed surfaces of acoustical callings indudnqq trim, ad moldings, and a. Set one (1) dispensing unit with ice bins at indVAied iocotlon and B Where suspension mambas; comply with manufocturer'a instructlons for cleaning and 10000.1 GENERAL poeltkm tight against wan. gVPsum buord systems with fire resistance ratings are required to comply with D. Latex-Portland Cement Grout: Proprietary compound composed of podond cement with touch-up of minor finish damage. b. Set remote condwang unit, If applicable, on roof providing necessary 4o.%wnrtg regutatnr, prov43e motenas kind nstoeot:oxn Wended with applicaltie latex additive. IDODO.II RELATED DOCUMENTS prefabricated support rads and assemNtes wt•,hCr nave been tested and listed by recognized outhaitles. c. Install service shafts from dispensing units to above calling. Cut Og25C�4 1. Protide product with lotax additive which is compatible with latex addllive in DIVISION 9 FINISHES A. Drawings, Specifications, Divielon 1 and Contract calling to neatly fit shaft configuration and provide horizontal wocirg PRODUCT HANOUNG: latex-palland cement mortar. of shaft to Being grid system oDove cod'.19. 2. Colors: As noted on time drawings. SEC)ION 0990WAJNTING 10000.12 DESCRIPTION OF WORK: d. Install beverage linea from syrup/CO2 location to molter unft and from A. Dslivsr, Identify, store and protect gypsum drymroM materials to comply with master unit to slow unit. rnw,ifoclurer's recoammMootXi'i. 09300.3 EXECUTION 09900.' GENERAL A. Building specioRW Include the folloywi% Items. e. Install refrigerant Ines from master unit to roof mounted eo„denser Provide required insulation. 09.50.2 c'RCIDLICTS 09300.31 TILE INSTALLATION STANDAP.OS: 0990.11 RELATED DOCUMENTS: 1. Portable fire extingulshen. I. Provide copper waste lines as indicated on the drawings 2. Tolat occessories including grab bars, mop rock, and monitor poles. 49250.21 G BOARD PRO0.1CTS, A. Comply with applicable requirements of the following American National Standards A. Drawings, Specifications Division 1, Contract. 3. Tube for "Aa-butt' drawings. Institute standards. 4. Exhaust Hood Installations.- A- nstallations:A- Exposed Gypsum Boars Req),Ior type with tapered Ing edges and thickness of 5/8' 09900.12 DESCRIPTION OF WORK: B. Consult drawings to verify Items provided by owner and Installed by contractor. KNW except wtnete othervose indicated. 1. A108.4 for tie installed with organic adhesive. a. Rall exhaust hood on casters and hyd•oulically jack n place level •!h 2. A108.5 for the installed with dry-set portlond cement mortar or latex-portland A. The extent of work Includes pointin? and finishingy of Interior and exterior exposed 10000.13 QUALITY ASSURANCE: ceiling and on imaginary line on support wall where hood b attached. CD I. Sheet Size: Maximum length available which and; mil"nize end pints. cement mortar, items and surfaces throughout pro,act as Indicated on the drawings. Remove filters and ream in and up high enough as to be out of sight and 2. All Gypsum Boort Type x conforming to ASTU Cir for fire rating. 3. A'iO8.6 to the Installed with epoxy adhesive. A. Provide portable Are extinguisher units conforming with ANSI/UL 711, install 5" lag screws 16' o.c. at endo slid location across ine baha d.3. of hd. 3. Gypsum Baara nsta ea n Tolet Rooms and Walls Receiving Ceramc Tle: 1. Surface propoviticin, priming, and coats of point specified are in addition to b. Trill 3/8' holes from the lop of hood and provide %9-Unread' rod from IAmoter-resistant B. Comply with manufacturer's Instructlons for mixing and installation of proprietary shop-priming and surface treatment specified under other sections of work. 10000.14 COORDINATION: this area up Into truss spacer and bolt to lap of now support area uwg 2 4. Gypsum B.vd Base for Stanloa Steil U.S.C. 'Durock.' materials. washers (1 flat lock type). v n ?� 09900.13 DELIVERY AND STORAGE: A Coordinate the work with the placement of Interval wall reinforcement to receive Lag-screw 1/8 steel oxn9ia Von with 1 1/2' log-screws into and across 2 ti -= • 721M ACCESSORIES 09300.32 INSTALLATION: anchor attachments. joist spaces to support all-thread' rod. Drill 3/8' hole in angle nn A. Delhner materials to job site in original, new and unopened pa"riges and containers and bolt with lock washer. k Provide standard trim wcessories of type, indicated for gypsum board work, formed A. Extend the work Into recesses and under or behind equipment and fixtures, to form a bearing manufacturers name and label. B. Coordinate locations of the work with other work to avoid Interference and to assure d. Level exhoust hood to ceiikul by o ji.-stir.g front o ll-thread rod. NOTE It Of galvanizes steel, with oww knurled and perforated flanges for nulling or complete covering without Interruptions. proper operation and servicing units. Is absolutely necessary that the hood first be leveled Gt the wall mo unt stopeng, ono DeaJeci far comoecalme'nt of flanges in faint compound. 09900.14 JOB CONDITIONS: lucaticns prior to installing angle iron and front support system. B. Accurately form Intersections and returns. Perform cutting and drhling of tile 10000.2 PRODUCTS e. Exhaust ducts into hood (both exhaust and make-up as,) fit inside the 09250.23 JOINT TREATMENT MATERIALS: without morring visible surfaces. Carefully grind cut edges of tie abutting trim, A. Apply water-base paints only when temperature of surfaces to be painted and collared flange openings in the top of the hood. Weld the duct from finish or butt-in Items for straight aligned surfaces. Carefully grind cut edges of surrounding air temperatures are between 50 degrees F (10 degrees C) and 90 degrees 10000.21 PORTABLE FIRE EXTINGUISHERS: Inside Ina hood and not from the roof. A. T" recom-iexnrled by the manufacturer for the application indicated tie abutting trim, finish or built-in Items for straight aligned joints. F (32 degrees C), unless otherwise permitted by paint manufaa turer's pointed instructions. A. Dry Chemical Type: UL 299, efoinless steal tank, with pressure gage; size and 5. Single/rhree Compartment Sink Installation: 9 Joint Tape; Perorated type. C. Install Ile using the (allowing setting buds as shown or scheduled. cloaslficatlon os indicated on drawings.B. Apply advent-thinned pointe only when temperature of surfaces to be pointed and a. A brocket-screed Is supplied wHh sinks for proper sink hanging at the wall. C ,font compound: Ready-mixed vinyl-type for Interior use. 1. Quarry Tie Flows: Dry-set portand cement mortar or latex-portland cement surrounding air temperatures are between 45 degrees F (7 degrees C) and 95 degrees F B. Provide with manufacturers standard chromed bracket. Instal this bracket In the prescribed location for both respective sinks. mortar over concrete. (35 degrees C), unless otherwise pennilted by paint manufacturer's painted b. Install faucets (Chicago #445LD) provided by equipment supplier to splash 09:50'.24 WISC£LLMrE(ni1S MATERIALS: 2. Glazed Wall Tie Organic adhesive. Instructions, 10000.22 TOILET ACCESSORIES: before installing sink to bracket assembly on coal. 3. Quarry Tire Floors in Cooler: Set with epoxy adheaive. c. Slide sinks into reepecbve locations and provide continuous caulking A. Provide auxiliary materials for gypsum board work of the type and grade recommended C. Do not apply paint In snow, rain fog or mist A. Extent of each accessory Is Indicated on drawing& along wall on three side& by the manufodurer of the gypsum board. D. Unless othenlse 3hom, lay tile in grid pattern. Align joints when adjoining tiles on floor, base, walls and trim ore some size. Layout tie work and center 09900.2 PRODUCTS B. Prop,letary names are used to designate design and construction of specific 6. Work Table: Instal on casters and place next to fryer. 5 '•xtued Finish Materlar. Latex based texturing material containing fine the fields in both directions In each space. Adjust to minimize i.Ile cutting. products. Similar Items of the following manufacturer's are acceptable: 7. Fryer: Install, set and start up with water in unit to ensure proper aggregate; monutoctured by U.S. Gypsum. Provide uniform joint widths, unless otherwise shown. 09900.21 COLORS AND FINISHES: operation. Install gas regulator prior to fryer quick-disconnect connection. 1. Bobrick 8 Taco Range: Quick-a;scannact and regulator come with equipment Install the 052_`J.2` DIRECT SUSPENSION SYSTEM: E. Install expansion Joln,s maximum 16 foot o.c. In each direction. A. Point colon, surface treatments, and Mlshea, are Indicated in "achadAm" on the 2. Bradley some odjust flame on plots at regulator and test equipment for proper stent up. s,1 contract Documents. 3. Watrous �J A. Direct Suspension System Manufacturers standard zinc-cooted system of furring 09300.33 CLEANING AND PROTECTION: B. Complete installation of the tie base and wood fllleua at Owner fumished and z rt nners, furring tees and accesses,es designed for conceded support of ceiling. B. Provide finish coats which are compatible with prime points used. Notify Regional C. Master key oil accossa•fes. Installed safe attar It has been set In owe. Provide 1' diameter x 12' Ig. E auk to U.S.G. Co. standord system. A. Upon completion of ldacement and grouting, dean all tie surfaces so they are free Construction Manager of any anticipated problems using specified coating systems expansion bolt into concrete floor for anchorage of wile attar being set in plors by 0 09250.3 EXECUTION of foreign matter. with substrates primed by othom 10000.23 TUBE FOR "AS-BUILi' DRAWINGS: the shipper. `-' B. Leave finished Instdlotlon clean and free of crocked, chipped broken, unbonded, or C. Do not apply point In snow, rain, fog or mist. A. Provide 6 inch diameter PVC tube with removable caps on each and lengt'I to match 11400.22 CLEANING AND RESTORING FINISHES: 09250.31 GENERAL GYPSUM 90ARD INSTALLATION REQUIREMENTS:- otherwise defective the wok. drawing size, �f Fi9900.22 MATERIAL QUALITY: A. After completion of installation, and completion of other major work, remove _`�l A. Locate exposed and-butt joints as for from center of wall and ceilings os possible. C. Prohibit foot and wheel traffic from using tined floors for at least three (3) day B. Protide with two brackets. protective coverings (if any) and clean all itaires, intemally and externally. 1 after grouting Is cornpleted. A. Products of a single manufacturer are listed but products of one of the following Pastae exposed and semi-exposed finlshm to remove abrasions and other damages; `J E install exposed gypsum boord with foie side out. Butt board together for a light manufacturer will be wxapted so lung as they are similar in quality and identical 10000.3 EXECUTION polish exposed-nmetal surfaces and touch-up pant surfaces. contact at edges and ands with not more than 1/16' open space between boards. I D. Cover all the floors vith 'Kraft Papa' in all areae and do not Remove the pooer In finish (calor and texture): until final dean-up at completion of construction. 10000.3 EXAMINATION: t-----a C Locate either edge or end joints over supports. Position boards so that both 1. Ban min-Moore DIVISION 15 - MECHANICAL 1 tozpared edge joints abut, and mill-cut or field-cut and ,'-is abut. Stagger 2. Pratt and Lambert A. Examine substrates and other conditions under which Installation Is to occur, and vertical pi I oder d'faent studs on opposite side of partitions, Locate DIVISION 9 - FINISHES 3. Pittsburgh notify Architect of conditions detrimental to proper and tl,naly completion of wok SECTION 15100 GENERAL MECHANICAL REQUIREMi_NT J J arra-Daft 'pots as for as possible from canter of wall and ceiling. n SECTION 09510ACOUSTiCAL CEILINGS 09900,23 EXTERIOR PAINT SYSTEMS: 10000.32 INSTALLATION: 15100.1 RELATED DOCUMENTS D. Attach gypsum bocrd to `coming and blocking as required for additional support at oponngs and stouts. 09510.1 GENERAL A. Concrete and Stucco: finish - Benjamin Moore 'Moorgard Latex Howse Point" (103). A. Install accessory and fire exiingulsher units In accordance with manufacturer's A. Drawing, Specifications Division 1, and Contract �l Instructions, using fasteners which are appropriate to substrate and reco-.mended by E. Space fosterers in gypsum board in accordance with referenced standards and 09510.11 RELATED DOCUMENTS. B. Ferraro Metal: Primer - Benjamin Moore 'Iron Clad Retordo Rust Inhibitive Paint" manufacturer of unit. Instal units plumb and level, firmly anchored In locations B. See Drawings for materials furnlahed by owner and installed by Contractor manufacturer's recommendations (163); Finish - Benjamin Moore 'Moorgard Latex House Paint' (103). Indicated. A Drawings, Specifications Division 1 and Contract 15100.2 SCOPE OF WORK: F'. Attach gypsum board directly tc drect-hung metal support system for ceilings with C. Gdvanlcad Metal: (rimer - Ben FM Moore 'Iron gad Galvanized Metal Primer' B. Install all Items in accordance with manufacturers Instructions, ANSI A117.1, ADA, mer^w spacing 16' o.c. maximum. 09510.12 DESCRIPTION OF WORK: (155), !inlet, - Benjamin Moore Moorgard Latex House Paint' (103). and local codes. A. The work accomplished under this trade section of specifications includes: 09250.32 ME.THOODS OF G`s, S BOAR) APPLICATION: A. Extent of each type of acoustical calling Is shown and scheduied on drawings and D. Pavement Mw*gr Pratt Nle Lambert 'Traffic Point'. 10000.33 ADJUST AND CLEAN: I 1. Furnishing all labor, supervision, and equipment for the complete Installation includes, of air conditloning heating, ventlation, and plumbing, together with dl A. Instal! exposed gypsum board n single layer application as follows. E. Masonry. Finish - Benjamin Moore `Moorglo' (096); 2 coats A. Adjust units for proper operations and verify that mechanisms function smoothly. necessary auxlicrlee and oppurtanonces. rE�A9osrs 1. Vinyl faced panel callings, exposed suspension. 2. Furnishing of all plumbing materials as noted on drawings. 1 rr, paritians/woks aver 6' - i' apply gypsum board vertically (parallel). 2. Acoustical lay-in panel eelings, exposed wsperlsion. 09900.24 INTERIOR PAINT SYSTEMS: B. Clean and polish of exposed surfaces of factory finishad unite after removing 2. ;>r+ partitions/walla 8' - 1" less in height apply gypsum board horizontally protective coatings. 15100.3 PRODUCTS AND EXECUTION: (pervandicufar} use maximum length sheets possible to minimize end joints. 09510.13 QUALITY ASSURANCE: A. Gypsum Board: Primer - Benjamin Moore 't,rtax Quick Dry Prime Seal" (201); Finish - 3. Or ceoirgs, apply prior to nstdiatlon of partitions/wolfs. Benjamin Moore Latex Satin Finish Enamel (333). A. Except for such items as are normofy wired up at their point of manufacture and so A. More acoustical ceilings and components of roof or beam assemblies ore required for DIVISION 11 - EQUIPMENT delivered and unless specifically noted to the contrary herein, the electrical trode 9 *ere gypsurr, board Is base for thin-set ceramic tile. and la tolet rooms, Install o`aonpeknce with governing regulations, provide acoustical materials and application B. Wood Shelves: Primer - Benjamin Moore 'Alko Enamel t,nderbody'' (217): Finish - will do dl electric wiring of every character for power supply including control water-resistant board. or suspenslon bearing UL Classification Marking for applicable (IL design number Benjamin Moore Quick Dry Industrlcl Enamel (011). SECTION 11400 OWNER FURNISHED EQUIPMENT wiring. Under this trade, erect all motors n place ready for connection and Its ed in 11L 'Fire Resistance Index' fumish starters with each such motor of the type required and deliver it in good C. vhwe gypsum board is base for stownietss steel, Install Durock. C. Ferrous Metal (Emplo a Side): Primer - Benjamin Moore 'hon Clad Relardo Rust 11400.1 GENERAL condition to the electrical at the Job. The electrical trade will mount oil such 09510.14 JOB CONDITIONS: khhWltive Paint (163 finlah - Benjamin Moore Sash Improv Enamel" (235). starters. D. Apply gypfa r. boards to supports with screws or nails for walls and screws only for 11400.11 RELATED DOCUMENTS: AND CODE REGULATIONS:ceiings. A. Do not install Interior- acoustical callings until space is enclosed and D. Golnanized Metal: Primer - Ban�min Moore 'Iron Clod Galvanized Metal Primer' 15100.4 PERMITS, FIBS, weatherproof, wet-work in space is completed, work above callings In completed, and (15;,); Finish - Benjamin Moore Impervo High Gloss Er,arml' (133). A Drawings, Spectfications Division 1, and Contract 09250.33 MSTALLATION OF DRYWALL FINISHING: ambient conditions of minimum 60 degrees F temperature and maximum 40 pdrkxnt F A. Obtain all permits required to perform this waft and pay all fees required for such _ humidity are continuously malotoined. E. Wood Doors (Employee Side): Primer - Benjamin Moore "Alkyd Enamel Underbody' (217)' 11400.12 DESCRIPTION OF WORK: perm!!! A,, Apply trectmerI at gilipsun board joints (both directions), flanges of trim Finish Benjamin Moore "Satin Impervn Enamel' (235). occsssorim pen-slralioons, fastener heads, surface defects and elsewhere as required 09510.2 PRODUCT A Extant of equipment Is Indicated on drawings and Includes the following: B. Conform to ail state and local ordinances and rulings applicable to this work and ir to prepare oak for decoration. F. Equipment Touch Up: Benjamin Moore 'Porch and Floor Enamel' (122). effect at the tune the work Is performed. 09510.21 CEILING UNITS: 1. Kitchen Preparation Equipment. I Apply )Dint tape at )Hints between gypsum boards, except where a trim accessory " 09900.3 EXECUTION 2. Kitchen Serving Equipment 15100.5 STRUCTURAL AND SPACE CONDITION: is indicated. A. Provide United States Gypsum 1/2 x 24 x 24 white stipple shell vinyi faced fire 3. Walk-In Cooler 2. App4y joint compound in 3 coots (not including prefll of openings in base), code panels with equore edge for kitchen and office, 09900.31 INSPECTION: 4. Exhaust Hood K It Is the responsibility of this to Install this work to conform to the .ture, and said between lock 2 coots and after lost coot. 5. Storage Shelving avoid obstructions and interferences with other trades, preserve head, .om, and keep B. Provide United States Gypsum 3/4' x 14" x 24' Glacier Acoustone lay-in panels with A. Examine oreas and conditions under which painting work is to be applied and notify 6. Employee Lockers openings and passageways clear. B Tape pints at water-resistant gypsum board base for ceramic the, prefinisihed square edge where shown on the Drawings. Architect of eonditkne detrimental to proper and timely completion of work. 7. Clock, Time Cord Rack t;;x'ds and textured finish. 8. Miscellaneous Kitchen Equipment 15100.8 DRAWINGS: - 0951Q.22 CEILING SUSPENSION MATERIALS: 09900.32 SURFACE PREPARATION: C *av apply textured finish where Indicated, In occordonce with manufacturer's B. A separate contract will be Issued by the Owner for Installation of the drive-thru A. The drawings as prepared are diagrammatic. Follow as closely as actual constnictian x,s"aPerform ctions. A Coordirnate with other work supported by or penetrating through ceilings, Including A. Perfopreparation and clearing procedures in accordance with paint manufacturer's order sysiem. Contractor Is only to Install buried sensor loop In pavement. of the project and the work of the trades permit. DRAON of light fixtures and HVAC equipment. Instructions, for each particular substrate condition. C. Installation of electrical rough-Ina for Items installed under separate contracts is 15100.7 RECORD DRAWINGS- l?ECIcfD Bw D4VIy01hi 9 -FINISHES B. Type of System: Ceiling lie to be Tegular tie and either direct-hung, or B. Remove and reinstall hardware, hardware accessories, plates, lighting, fixtures, and Indicated on the drawings. Indirect-hung suspension system, ut contractor's option. simhkr Items In place and not to be finish-painted, or provide surface-opfAled A. Provide to the Area Construction Manager a complete record set of Nue line prints Ztlf4?e, rrPE SEOTiOON X930 TILL protection. D. A separate contract will be issued by the Owner for Installation of exterkx signage which show every change from the original contract drawings per the contract. C. Exposed Suspension Systems: Chicago Metallic system with exposed cross runners Including: 09300.1 GENERAL coped to lay flush with main runners. No. 830-41 at general areas and (1860-41 wood at C. Seal tops, bottoms, and cut-outs of unprlmed wd doors with a heavy coat of varnish 15100.8 MURt(MANSHIP• � /� 7 O H fire rated areas. or equivalent sealer. 1. Taco Bell pole sign with necessary foundation. 'V I r,9500.11 R£LA1TU DOCUMENTS; 2.1. Provide uniform facto a led finish on aluminum a of cele suspension D. Mlaw exterior plaster to r:ure 24-48 hours prior to ointin to avoid pealing. 3. Taco Bellubuildin menu board and directional signs with necessary foundation. A Ph�partiailarm labor ntrade. Install stllpipe and equipment with standards of hsquare eand plumb and &-ce skleA. FRAME Y- Pa � 9, P P P y P 9 g �' for proper anon and service. DroeirWs, Specifications Division 1 and Contract. system, Including moldings, trim, and accessories of manufacturers standard baked enamel vhlte. E. A separate Contract will be Issued by the Owner for installation of Computer system Xle NI 093 j.12 DfS�iPTiON OF WPI(i 09900,33 MATERIAL PREPARATION: Including: 15100.9 VIBRATIC41 AND NOISE: OEA D. Provide compression past as delalled at seismic zones 3 and 4. A Till Incudes ceramic surfacing units mode from clay or other ceramic materials and A. Mix and prepare painting materials In accordance with manufacturer's directions. 1. Cash Registers with cash drawers. A. Install each of the various pieces of equipment to operate without objectionable incudes: 09510.23 MISCEILLANIOUS MATERIALS: 2. Printer vibratla) or noise. B. Stir materials before applications to produce a mixture of uniform density, and stir 3. Cable Assembly Pgc,Tu>,rE rc�,E �iTF 1, razed wall Tie: At spedfled on drawings. A. Provide standard spring steel hold-down clips. as required during application. 4. Video monitors 15100.10 ADJUSTING AND BALANCING 2. Qt,yry Tie' As specifies on drawings5. Processor 4 09510.3 EXECUTION 09900,34 APPLICATION: A. Clam out all lines, adjust all valves, and dean all plumbing fixtures and 4 B T•ja r 4und of Americo Standard 137.1 Is Dosis for requirements. 11400,13 PRODUCT HANDLING: equipment. 09510.31 INSPECTION: A. Apply paint In accordance with manufacturers directions. Use applicators and T , 09300t3 OUALITf ASSURANCE: techniques best suited for substrate and type of material being applied. Spray A. Upon delivery of the equipment, unload and store until installation. Provide 15100.11 CUTTING AND PATCHING: 4fi ak4�E5 A_ Examine conditions under which acoustical coling work Is to be performed and notify oppllcotion Is recommended for general exterior stucco painting. protection from exposure In weather and continuing construction. ,ducts of he idlorwing: ors A. Cutting a patching necessary to permit the Installation _d ons work under this A P o,W pr, t Architect of unsdtlefocl conditions. B. Paint surfaces behind movable equipment ani; furniture some as similar exposed surfaces. Contract is line responsibility of this lode. i razed wall Tie As spedfled rn drawings. Paint surfaces behind permanently-fixed equipment or furniture with prime coat � 2 Worry Ile As specified on drowin,ge. E a JFI ' uVZ 45 Or 49 � 'IIIAN� tCill ! 11 IMEDII 11111111611111 I1ill Illlllli t 1 FMM- GI.AN 4MADE ICV 61 CHINA IN 1 1 1 1 1 a DIMS1t')li 15 - MECHANICAL 16100.15 1ESTAV(;: 16204.9 LAMPS: 16300.14 BENDING C0f40UIT: r t%4 ne►ess.we ftar the Jna hscNon Nz the fisted 4tH of wort, specified SFCII(iH 15hk1ItfAT1NG, VtN11LAilNG ANfI AIR CdNUIIKWING A teal cwnplele ale,hk sy3len, h, dyounds and shat clraxults before Nnof ac for A Provide ail lanes of the site rnd type Luhcuted on the DruwIngs A. Perform rlald and EMT held bM►ds with standoxd loom mo er},aprr►mt Gil nut bend ti hvr ,'Ward l After tf .'Pe n.w Men 04. wolf tooled avd k�1prod c tv�s XII Mi UccUrd,na:6 with , ,k OnA ullllly ,.umpony a fukernanls. conduits OUgh more "howl er a w/eee. inn l'MM'1aM IJ gfuas *Aft �>pnhaN mJlrr►al, best tamped a pvrd�leo iaT11X1�tly in 15700.1 l�Nf RAI vev:♦ hs1J�' ori i�wy JlAW4 1110 -'wrsnq t0d" the toot Ins 16100.16 ORIN" B Incandescent I ompu: Medium babe, Inside hosted, extended service type, rated at 1 1,k) volts. nASI� 5700.11 RFIATEP D(x11NEN1`; B. Do not bend plastic urnduff h the field. A I CM&e responsibility to make final connections and provide wiling for the fallowing C. Fluorescent tar s la General Use: Energy saving type, cod white. C. Size of conduit cannot be lea than flat re r A. Drawings, Specifications Dlvislun 1, General Mechanical Requirements this Dlvislun, , enn3 � quired by the ,aholknJ E1v.Vkd :Gale Install larger size condults than detailed where ►here Is or. siLnorA we qth of a • air rarest all pies ;�sany tflrUfr 1 vi roof h ctxn g, in with this cur►tr n I and Canl►ktcl. D High Interielly 013chorye Lomps: Provide with a mogul screw shell base. unbroken run u on excesslie number of herds sacci rwT~t 1tJt J i+rtn.rrm cel 10' htJ lf►t ravMyy, In y drre.�t�.x+o horn true I, loud service eyulppmenl (including condensing balls). 0 the P� 1ST00.12 WtiWc INCilK1Fl1; 2. HVAC units and fans. E. furnish and Instoa all lamps In all fixtures of size shown un the dawnye rrm 0. Instal runs in Nabs with a ler bends as ;xmkole, orad in such a rr✓wnw as te, orrd 3. AII low voltage wiring. manuhx.tured by General Electric, ylvonio, or Westinghouse. 95100'4 EXAM�sANA ,l N 'ITT AIS ORAWNGS: A. A healing, ventlaling and air condition package wit be provided by the Owner 4. Lot lighls ata shown on site plan. moisture er,Vcpment. through a deslynuled NatlJrnd HVAC Nockuye Vendor. 5. Joiti ayaon 16200.10 BALLAST: E. Construct ail condult jahta lint. Nhsre metallic condu�ts are rut, roam the � E►mti+e Ue tilts and levies t+ne Drutrings and Spw�Iflcatlons prig to suttmitinq a 6. IdaiUfk:utkxn signs. , a B Furnish ail necessary labor and equipment to completely install the National HVAC 7. Meno u- der boards (Interior and exterior). k Provide ballasts having voltage rating In accaInside edge tmauotrn to ,►event injury to cui4actus (nrruj ror,structiv+ terrnpo►otrry danee with these specifications cap or curie dl Installed avlant s IStc1,IS GUARANTEE. Package as Indicated on the drawings Design bruin bullusl to „y:auln Ura type of tnyn nlanreuly diacharyn a Aurxned.rril lumps(a) installed In is fixture F. Do not use set screw connectins on my ►.►adult. 15700.13 CODES AND STANDARDS: DIVISION 16 - ELECTRICAL t0.rarontee flair alter heater•. 06 (S) parvo. h B. Fluorescent Ballasts:: til A Perform d Installations In oaordanee with the latest standards as recognized by SECTION 16200 PRODUCTS9 power factor, rapid start, dry fill type with buill G. Solvent weld plastic urtduit joule in occordonee with trio recormiendation of tz,e ASttRAt, SMACNA and all applk:aWa state aid lacd codas ax ordinances. therrnul projectkrn rnonutrxturer SEl TYM1 IW RLtMtt91iu;; �� t5 � ��'N' 1Jdlhthg Notional Account: C. All High Intensity Discharge Ballasts: Provide with a .9 mnvnum power facia. 1830 15700.14 PERMITS AND FEES: OPL- G(: rnstdfa package provided by Taco dell. 0.15 INSTALLATION OF C11"-TORS A OOtoIn all axe Its required to perform the work and dl lees requited fa D. All Ballasts: CON-111- N.P.F. certified, Underwriter Labotatorles approved and A. Provide conductors continuous between outlets or junction box and do not ►Hobe iii fS4pQ.t ( ,� � h W p V OC euppll6a and install non-standard Axh rea, addition fixture or any fixture not having an 'A' mind rating. except in outlet boxes, pullboxes, p0nalt Wd gutters a rar,d--hues. Pfvr d b' such permits Inducted In standard package. plgtolls at cel r,onneclians. 154(10.11 Rt'lAT1O7! DOCl1NENTS: 15'00.15 BALANCING AND TE'S11NG: E. Ballast's for Fixtures Installed in Outdoors- Suitable fa operolkx► at -20 degrees Podcoga co n3lsts of 18340.16 INSTALLATION OF COUIPMENT A140 FIXTURES- A. ;1row 16200.11 PARKING LOT LIGHTING: ivgs, Swlkatirs D,vtsw 1, General '.'+Chank�d Requirements this Division, A. Within two catenJar *asks of the restaurant opening, a representative of the I. Interior nuaascent fixtures. A. Instal all equipment and fixtures forming part of the work of this section in W4 Contract Ndtlunol HVAC PLkkuge Vovi w will vl31t the site and perform the following 2. Exit signs A. Install parking lot lights wha-e Indicated on the site an. 3. Exterior roof lights/soffit lights. P g y Pl ant; rale abcacdarnce with tine rnanufocturer s recorr,merdnl brae and dl yertnent codes 15400.1= $(`( gL1Ru 1. In t, od st and baknce the c ant; regulalrans. ✓� N orthplete inatdlutbn of all HVAC equipment, 4, Parking sal pales and light fixtures. 16200.12 EXTERIOR SIGNS: exhaust fun systems and other aWicoble mechanical equipment fa proper F.rnishrg of al labor, rmatenals, tads, trans►portotktn, wastes, and related installation and operation. 16200.1 CONDUIT: items necessary to cote the nsta icitrxn of the IxumDhsystem as systeas illustrated 2. The National HVAC Vendor wit than submit a complete Inspection and Balance A Owner all furnish and Install exterior signs In yard and or building. on tri drowings ons as fasowi Report to the -Vchitect and Area Construction Manager. A. Rigid Conduit: Zinc-coaled exterior with zinc or ananel Interior fa use when B. As work of this section, furnish and Install wiring to sign junction boxes. 3. line Nallonul HVAC Vendor wil oleo prepare an Inspection report Lr'at will be hath or under concrete snubs, ri contact with khe earth, under public roadways, In 1. Not and cda water system with complete connections from the water muster to the buaiy of ilia Construction Inspection Rep.v l for the heating, ventilating masor►ry walls a exposed on building exterior air . 16200.1,1 MISCELLANEOUS CONTROL AND EQIAPNENT WRING: pdurnNng f:ztues and equipment requiring rola ccrnecUons and air conditkming installation. 2. Sot, waste, vont srtems artd condensate lines outside and mike the buldng. B. EleclrW Metallic Conduit: Use only fur interior ►unit fittings, gland rkig A. See Mechanical Drawings for wiring diagrams and related work. 3. Ptun►Dng Axtu•ss, ndudetq all the req,ted trim and supports 15700.16 INSTALIATION AD,USTMENT canpiession type. 4. Trenchnq and boddhing. 16200.14 UGHT SWTCHES: S. Rough-in and find axnnectlon to equipment In the kitchen and service area A. Assume responsibility for axrxthg all Items determined to be the rswit of C. Flexible Metallic Conduit- Noy b-! used In concealed locotlone 163.1 than 6' long 0 6. find pkimbnqq connections to heat" and air cunditfoning equipment. improper or incomplete Installation us uullndd on the Taco Bell Construction where ermined D code. Fittings; 'Jake' a 7. Meterll and utility Cannectknsi P Y 9fK 'Squeezer' type• A. Wall Switches for General Lighting Control: S 6dflcatbn rode, lett e 9 9 P l, W a . Inspection apart. totally enclosed, Ivory color, and manufactured by Hubbell, Slater, a Pores and 8. Goa e4 O to Mating vrntrathq and ok conditioning units, water heaters, 0. Fier oonduft: Type 1 and may be used on concrete encased underground Instatkotlons Seynnouur oqual to the following Hubbell Products: rangy ono 15700.17 WARRANTY: h Ileu of rigid steel conduit as permitted by aside wid other yaverning authorities. 9 Em�,y PVC pip q h ceiktq space for beverage IIne& Provide a code sized Insulated conductor sen round wire In conduit for(gr ) 9 2 Single Pole 11221 A. the National HVAC Vendor ilk warranty dl equipment and material supplied by him continuity of equipment ground. 2. Double Pole 222 15400.2 PRODUCTS fa a period of one (1) year from dote of restaurant opening ogainst defects In 3. Three-Way 223 materials and workmanship. The warranty will include the coat of all labor and E. PVC Conduit May be used for exterior Installations where permitted by code and 4. four-Wer 124 15400.11 DESCRpTiON material. governing outhalties. Provide green wire ground wits when using PVC. 5. Uirnmer �Lutron) #D-18P A. W. waists and mmil P Belo■ floor to 5'-0' (Lts,de BuIldln : Standard weight 6. Key Type (Some as above except key operation) Pip" 4 9 B. As work of this section, warranty this Installation for a period one (1) year from F. Flexible Non-Nelulllc Sheathed Cablr. Use only to Inlercannxtbn of uritis with coated cost ion sol pipe and cast von/neoprenegasket fittings. Yard psprig, the data of rostoturont opening ugalnst defects In workmanship. Include the cost of roof mounted condensate. 1620 0.15 RECEPTACI E OUTLETS: extra strength vttrW c;av pipe and fittings. AB S ur P.V.C. Schedule 40 pipe dl labor and material under thli won nty. Ona fittings may be hots lee, as approved Dy !oc ui authority in c,►n_aoied tact; uric avy 16200.2 OUTLET BOXES AND JUNCTION BOXES: A Iver Install single or duplex convenience receptacle for general use tical, of specification grade, 20 ampere, 115 volt, grounding type, May color; Hubbell, DIVISION 16 - ELECTRK AL A Outlet and Junction Boxes Used h Conceded Work: C>vinronlzed a eherordizasd Slater, or Paas aril Seymour equal to Hubbell #15361 and /5362. �. wwte and Vent Ptphq Above Floor. Standard weight coatod cost torn pipe and one-piece, pressed sled, knoklk out type; size h accordance with line code. Provide st�ass s y k neoprene gasket fittingaced l A.B S. LK P.V.C. Schedule 40, as SECTION 16100 GENERAL REQUIREMENTS plastering rings far all flush mounted boxes. B. Other Rec fades Indicated on Drawings by NEMA Designation: Hubbell, Slater, or +o o.e� b Ixd otuthorit n concealed locations. ell Pass and Seymour equal to Hubbell listed: SIMTE'JiGEufJt NATIONAL ACCOUNT B. Outlet and Junction Boxes Used Outside of Building, On Roof, or h Landscaped Areas: Hot one Calc+ water Piping Above the Floor. Type 'L' copper, hard drawn. Below SCOPE: G.C. Installs package provided by Taco Bell. GC supplies Installs non-slandaro Waterproof cast aluminum with conduit hubs as required. 1. NEMA 6-20: 2-pole, 3 wire, 250 volt, 20 ampere outlet, Hubbell /5461 younC outside of DuAdnny; type 'K' soft drawn Copper tubing without joint& equipment, breakers duntroctors etc. 2. NEMA 6-30: 2-pale, 3 wire, 250 volt, 30 ampere outlet, Hubbell /9330. sweat s Cor16200.3 WIRE AND CABLE (600 VOLTS AND LESS): 3. NEMA L5-20: 2-pole, 3 wire, 125 volt, 20 ampere outlet, Hubbell /2310. ddensote Drain Piping- Type 't�' cropper with 50;`50 ,tldar and wrought copper PACKAGE Blll OF MATERIALS: (as supplied by Taco 866) 4. NEMA L6-20: 2-pale, 3 ave, 250 volt, 20 ampere outlet, Hubbell /'1320. �ltings. A. Provide type of wire as follows: 1. Fusible disconnect C. Ground Fault Receptacles: 20 ampere devices withsin a outlet and loot and reset * t waste Piping: `v.e 'M' copper with 50/50 sweat solder and wrought copper 2. Distribution pond circuit breoken 1. Unless otherwise Indlotted, provide type THHN wire; in wet locations, provide push buttons. Provide receptacle equal to Square U fWSR-120-1. 9 3. Panel A' 42 circuit ponalboord type THWN or XHHW. 4. Panel 'B" 42 cdurcuit ponelboard with 24 hour time dock and mechanically hold 2. For wiring adjacent to heat producing equipment, use Type AVA. D. Receptodes for Computer Cash Register System: HuDucil #5262 IG duplex as noted on r. Beverage l u e P,pe: d e•:trw,tl P.V C. pipe with 30' full 90 degrees sweeps. I lighting controctas and Iterp03Ing relay. 3. Do not use wire smaller than f12 gauge except for signal or control systens. drawings. G !hderg►oun,� Gas Piping: Schedule 40 block sled pipe with lorry radius sled welding 16100.1 RELATED DOCUMENTS: 4. Wre Installation: ;nstasotron of Gas Service Pip;ng ; in vented conduit and meeting with 16200.16 OUTLET AND SWITCH COVER PLATE: a. Do not install wire until all work of any nature that may cause injury to the bed gas campanja approval. A. Drawings, Specification Division 1, and Contract. the wire is completed, A. Provide a devlce plate for eech outlet of one-piece 1iermoplaslic type In ivory b. Do not use me0arlcd means In pulling wires #8 or smaller. cola. n Gds Piping Aa0A Grand: Schedule 40 blacp s!eel with 125 pound block molleoble 16100.2 SCOPE Or WORK: C. Use approved wire pulling lubricant as required to prevent insulation J 1 ron screwed fittings, .,ns piping Compound of k:inis; h compliance with NEPA dumtlge and over stressing of the wire while pulling through B. Weatherproof Duplex Receptacle Cover Plates: Gray cost aluminum with spring loaded BJieth /54 diad local aptlicocle codas and suitalxe for natural gas service. A. The rain covered by thls DMaWn consists of furnishin all materials, iabor, condiult. double lift covets to automatically snap shut; equal to Hubbell 15205. install moisture traps on HVAC, water heater, one kitchen equipment equipment, and apparatuses aind performing all operations required for complete d Neatly tope, loco or wrap, ON wiring of poneiboords, cabinets, and 540C.'.2 INSULATION: installation or a complete and properly operating dectrbd system, In strict similar darns Into groups to provide a neat and orderly appearance. 16200.17. TELEPHONE SYSTEM: O accordance with the applicable drawings and specifications. e. If the size and number of conductors in a Gundulf on the drawing Is not �. f-- A insulateoff hot and cashow, then 2#12 wires are assumed. A. Furnish and Install the telephone empty conduit, pullwire, terminal boxes, junction a foam plastic type pipe insulation. .d rater capper piping with of !east i/2' thick foam rubber 16100.3 APPLICABLE STANDARDS AND CODES: rColor code dh l secondary branch circuit and feeder conductors to comply boxes, and outlet boxes, building where Indicated an the drawings. with Art 210-5 of NEC. A. Confirm materials, equipment and Installation of the dectrbd stystern to tht latest 16,.01.18 SOUND SYSTEMS: � 1 15400.23 FIXTURES: standards of the following PUL.'atfons: (including all oddendo, amendments or 5. No. tOAWG and Smaller. Solid No. 8AWG rnd lager; standard. �J AJIsup')lements thereto). 5. Conductors: Copper, sottdrawn of not less than 98% crxnd,clivity, conforming to A. Install Interior sound system supplied by Owner as shown on drawings. A St ndar , As indioDjer. On ba►shgs with equal products fumif+!,ed by Nnerlcor+ AS1N sp icificatlon and latest requirement of NEC. Standard, Koh er, or ojer. 1. National Elxtricol Code (NEC) 7. Provide new conductors arid deliver to IF.. sato In their original packages. 16200.1y COMPUTER CASH REGISTER SYSTEM: �---, Z. CJI governing codes and local ordinances. r 1 15400.24 CQ,:ANOUTS, FLOOR DRAINS k FLOOR SINKS 16200.4 POW:"R AND LIGHT PANELBOARDS AND i;ABINETS: A. Provide necessary conduit and outlets, and power wiring for computerized cost. U 16100,4 PROCEDURES: register system a Indicated an the drawings. Provide pull-string In dl empty A All AcceasbZur ei nnacept le drawings with squall products famished by Node, A. Furnish and Install circuit breaker branch circuit pandboards as L►dicotasd h the condulL L✓ Jason, err Zurn Ceing acceptable. A. Oblate all its, licenses and bonds necessary ,, n perm sort' ,or the complete inatollatlan of panelboard schedule. Provide panelbauads of a dead-frau! safe rt e, equipped with l_L_ the electrical systems. thermal magnetic molded case, sn In a circuit breakers. Pro de bus structure 16200.20 TIME CLOCK: n '5400.25 EQUIPNEhT: � � type and main lugs or main breaker ha g current and voltage ratings as shown on the B. Maintain s eel of raced drawings at the jol site upon which all changes and pondboord schedule. Load terriers are not acceptable. A. Fumish and Install 7-day calendar dei. time dock where Indicated on drawings for A. Water Heater. As indicated on drawings with equal products famished by Ruud, deviations from line ttrkginal layout are fer,rded. extorts lights. State, , Rheatt Provide gas rota heater with dans ell UL labeled flue wart B. Equip all poneflowdls with neutral bar equipment grounding bus and Isolated ground bus, similes to Meldbeatos Type RV complete r tin fittings, callaq collar, tall roof, C. Fumish the Unit Supervisor two (2) sets of complete malntenaice and operating B. Upon cornpletlon of the installation, set the time controls tMr the Owner's flashing and weathertight tap ted T. water neater with dl temperature and Inatrucah„.a for the electrical equipfrant. C. Enclose the PPanelboard bus assembly h a steel oobinat fabricated from galvanized RepreeentatIves schedule. safety controls including ASME rated T. and P. relief vove, gas pressure regulator, steel or equivalent rust- resistant steel. Provide fronts which Include doors and eros verve, and sim,ior Mems. 0. Furnish the Owner's Represeniuttve with a written guarantee covering this work, have flush, !rushed stainless steel, cylinder tumbler- type locks with catches and 16200.21 DRIVE-THRU ORDER SYSTEM: hdudin all equipment, rnoterid and workmanship against off defects for a period sprinyloadad door pulls. Fronts cannot be remuwble with door In the locked B. Fire Suppression System: Provide complete Msul R-101-30 fire F,otection system as of one N year frau the dale of acceptance. coition, ir•d,coted or drawings for instolatian In the range exhous, hoard. Comply with all p A Provide necessary awingif outlets and power wiring fax drive-tn u order system as Iccoi codes and LAPPA Bulletin Indicated In the drawinya Provide pull-string h dl empty conduit. r�Hgolrs Nil• 16100.5 CONTRACT DOCUNE'1TS: D. Arrange and number circuit breakers as Indicated an panelboard schedule. 0-toff Vdyts Underneath Lavatories and Tank Type Water Closet*. Chrome plated A. The drawings determine the general design of the equipmenL Exact disposition of E. Provide terminals for feeder aonduchrs to the ponelboard mains and neutral whims DIVISION 16 - ELECTRICAL Gr4ii stop roves with chrome plated timtchion plates. the equipment Is subject to the requirements and construr!!z;, of the manufacturer's are suitable for the type of conductor specified, standard, however, correspond the space occupied and cyunerol design to that shown on SECTION 16300 EXECUTION Hose Cocks Non-breeze type the drawings. F. Circuit Breakers: AP molded coos qukk-moks, qulda-break, thermal rnagneUc, trip Indication with common trip on dl multiple breaker► Label or Imprint the circuit 16300.11 GROUNDING: 'S4:uC.3 ;NS'Ali,A71Cil 15100.6 WORKING SPACE: breakers on the case with frame size, trip size, vdloge rating. UL approved and factory sealed at the factory. A. Provide equipment grounding system such that dl metallic structures, enclosures, 1"413.3. PIPING A In the Installation of ark apparatus colied for, give special attention to the raceways, junction boxes, outlet boxes, hthatcabinets, and metallic structures, dams accessibility of the apparatus and controlling parts. G. Patndbarda: Square 0 err General Electric. associated with electrical circuits operate continuously at ground potential and A. Run oA piping conceded except *hue otherwise indicated rte drawings. provide u low impedance path for possible ground fault currents. 16100.7 W)RK BUILT IN: 16200.5 ELECTRICAL SERVICE AND SERVICE EOUIPMEN r: B. instal valves traps, clean-ruts anal a!her apparatus h on easily accessible 16100.7 Solidly connect service neutral to the incoming building water service ahead of the location. A. Provide dl bult-In work ready for installation at the proper time in order that A. Furnish and Install 120/208 volt, 3 phase, 4 wire wye overheod ,( underground main cutoff Volvo. there k.►oy be no delay In the progress of the work. Incoming secondaay electrical service, service attoichment, service hood, conduit, -- Instal' soil, waste vent offsets and hoarse drains with a minimum, uniform grade of wire pandboords, C/T cabinets lost ,(.fifty company metering, interconnecting C. Equipment Ground Wire: THW Insulated; green In color. 1/4' tc the fco.- 16100.8 MATERIALS, EQUIPMENT, AND WORKMANSHIP: wiring, and grounding as Incilcalr; on the drawings. D. Separate ground for computerized cash register system from system ground with 0 Mak,tain hot and cold water lines at least 6' apart where piping Is pardlet. A. Provide new materials and equipment throughout which Is the best of their respective► 1. Asp- me responsibility and humish oil labor and material to assure compatble separate connection to water system. E. Provide eawtdnem plc'ea where d! pipe Passes through o finished wall. kinds. Execute all work with safely and good workmanship by competent workman. electrical services 15400.32 HANRS AND SUPPORTS: A. CONCEALED WORK: 16200.6 SAFETY SWTCHES: 16300.12 CONDUIT USAGE: r A. Do not court-sup work of any kind before It has been examined and approved by the A. Ftxnid► and Install gaiety switches an Indicated on the drawings. Provide switches AI Use rigid steel conduit for all conduit two (2) Inches and larger. A. Support copper piping ct intervals not to exceed 7'-0' and at each change In proper inspection authority, of size and fused as Indicated on ilia drawings. B. Use rigid steel conduit runs In floor slabs, under Moa slobs, or h pored concrete hortz�.ntd Or verticaldaectior,, walls. 16100.10 PROTECTION: B. Provide switches with a qu!ck-make, and gauli -breok operating handle and mechanism 15400.33 PLUwBNG FIXTURES: which is an Integral port of the box, not the cover. Pro;a to paabocking provisions C. For conu,lt run above switch height In wall or above caking, use EMT or flexible A. Protect all work, equipment, and material at oil times. (lose all conduits and pipe for padlocking in the OFF position only. Provide switches with a dual cover conduit as permitted by local codes. A. Furnish and irstor all plumbing `xtures complete with ail equipment Fittings, openings with caps ax plugs during constructlotn. interlock to prevent unauthorized opening of the switch door in the ON position or DRAVN BY trimmi n¢p, and Occe:s901`nts 16100.11 WALL C:tfASES AND OPENINGS IN F1001t AND WALLS: m closing of the switch mechaniswith the door open. D. For conduit run exposed to the weather, use rigid steel. OlIP'ND B, 9. All Fixtures: (rode A; white C. Provide switches manufactured by Square D, General Electric, Westinghouse, or ITE of 16300.13 CONDUIT INSTAlATION: A, Layout and construct all sleeves, forms and chases and required openings in flocs a heavy-duty type and motor rated. 91,111UNING 1 C. Exposed Piping i, ndursx A product of the fixture manufocturer. and wall►► fa his work. After conckuit has teen Installed, sail openings to restore the fire and amok+ ;c;t;nq of walla and Aoor�. 16200.7 FUSES: A Install a canduh system for the connection of ON outlet boxes, junction boxes, Donal boards, cabinets, and simlor item, as Indicated on drawings. ^ A n L D. �� de bt.presaa+d ega.pm•..n� by the flrture manufacturer, with metol-to-metal seat 16100.12 HASHING: I�/I �J r A. Provide fuses as Indicated on the drawings. Nhere the fuse sire Is not indicated, B. Where conduits pass through exterior concrete walls or footings below grade. Provide ,5,W 34 TEST A. Properly flash, counter flash and caulk conduits and sNnlar Items passing through size the fuse for the actual food Installed. watertight entrance, FRAME and _ appy wd's or roof to provide a weathertight installation. B. Provide non•-renewable, currant llniling rojection eloment timelag type fusses having C. Mere conduits enter panelboards, pull boxes. or outlet boxes, secure in place by t16 •..u2Fc A. The pfwnbn9 system and C:odel u rrttbs sd system ihavin kctrisdicto rtfon. Pe�orrm olhtests 16100.13 KE1S: an Interrupting capacity of 200,000 amps R.M.S. symrnatrk;ol. galvanized lorknuts and Insulating bushings. re�+,�eC R�� code vxnplirnce, as directed. g P A. Provide three (3) sets of keys fax each key operated device fumished under this C. Provide one (1) spars fuse for every hose size Installed. ';40.35 fX%NviNG AND PROTECTION: division of work. Key alike equipment of same kind. Deliver keys with togs to Unit D. Proved Buss, or Could-Sharnr't fusee. umuh in has beer. Installed, Inspected, and roved, flush the SuperA3a. A. After the pf 9 pipingapproved, 16200.8 LIN nNG FlXTURES: ppiri,1 system to remove any foreign n iter from tris pipes. Where rexluved, use 16100.14 IDF?JTiFiCATION: ISSUE DATE t •, A4 - `-t � ,future u N'►i ljiuti(,n to sofa fire the new p;Ping. A. Provide as indicated on Drawings, complete with all required supports, hangers, and A. Hearty and permanently mak equlpment, disconnect switches, motor startsrs, related Items. Provide attached Junction boxes for Incondescant units Receive, -5400.36 NAINTENMiC£- push-buttai Mations, panels, swltabgear, special d-vice plates, and similar materials. unpack, aaemble and install fixtures hdicaled to be furnished by other. Provider y.ti tl ree� fixtures in one hour rated ceilings with one hour rated enelasure. A. Mok+tAiri d !mss of the plumbing fixatures env vsaaioted equipment t1,r:;'uahout the fT. Provide typewritten tdlra^tales in panel9 with clew plastic prctectkxn shield and guarantee perm of oce month after final acceptance of the building, mount in card holders. pAeCIFIC HWV . 13299 23-02 1111 ,11 ) VIII IIIIIII ilIIIII VIII I illll lClOWL IMED II 1 111I101 ! ! IIIIlfI Fax" (;[-Am 4MADIE IN CHINA IN 1161 LII1 aw VZ410 to h+;iE I /.A f Li'RUII-AIENT SCI-dEDULE 1EM MANUFACTURkR S 'uY1El. NO. CW HW GAS - - ---- ----- __ _ DRAIN f LECTRICAI REMARKS NOTE. NOTE TO FABRICATOR AND CONTRACTOR: s- -• _ 3 1. TYPE I EXHAUST HOOD LESS THnN 12 INCHES FROM THE CEILING OR WAFX--IN-COOLER 10 HAVE All OREGON STATE "APPROVAL" 4 WAl L SHALL BE FLASHED SOLOLY WI Ili MA If RAI S OF THE THICKNESS RECEIVED BY THE STATE OF OREGON BUILDING CODES 1 - BEKRAGE BAR (SELF' SF'R',f)- _ FAdRICATED 1' s+ MILLWORK IN_STAILEO BY SEATING VENDER 5 SPECIFIED IN SECTION 2U0.3(H) OR MATERIALS CONFORMING TO ONE HOUR AGENCY ICHAPTER 50 SSC]. r Of ARAC4 F St R1E) W;SIIROUD REMCOR 12OV/20A - - 6 FIRE RESISTIVE CONSTRUCTION (SFC TION 2003(1))). t-BLWRACt .N k`1 :1NA_ SHROUD K-WAY 2 1• 120V/30A 7 BULLETIN BOAROS _36*%48` B 0 S_ S./T A C a COUPUTER C ONE19FABRICAILD-- - - - _--- -- --- 9 -4 —CAE1+NE1 t'-4'0 X t k. ELASTIC LAAi1NAl1 - -- - - - - -- - - ----- - --------- 10 -0 CAN CART - FABRICATED 12 CAN OPENER -EULUNO #2 - 13- CAS "4AWf.R BRACKE'S - - MOUNTED UNDER COUNTER 14 1 CHC+FPER SHELF_-- -____-- - FABRICATED - -- -- SEE DETAIL D A-12 _ 15 I6 1 �� CC4TEE BRE OCR 13UNN-0-MATIC - __ 1 COMPARTMENT SINK 4'-0' LONG - 17 FABRICATED 1/2" 1/2" 2- -- ----- - 16 ® 3 ' T S RTME COMPANINK 8-7' LFABRICATED (3)1/2 (3)1/2 Sf�_-_+___ LONG " ' (3)2" - _ WITH G_OOSENECK_FAUCET SPRAY 19 0 _ COMPUTER REGISTER SYSTEM P 0.S. (PAR) 4 REG., 3 CASL DRWRS., 2 PRIN ERS, 1_N_ONITORS - 20- -1- - �- 0 COOLER 6'-9.5'X12'-6.5',REMOTF ROOF MOUNTED CONDENSER KOLDPA_K _ 208V/30/20A _ PANELIZED UNIT-FIELD ERECTED BY G.C. 21 -~ �- COOLER DOOR CURTAIN - _ 22 IRRICATI:)N TIMER, VERIFY LOCATION d ! CORNER GUARDS-2'X 2"X 48 ST/ST FABRICATED 23 / WITH IRRIGA'TI014 PLAN 1_ _- -- r---1---r - -------- ---- - 2 ® 1 _ ' 0 1 CONDIMENT RACK FABRICATED 24 2"v / CO2 FILL BO/, VERIFY r ( 1 0 1 COUNTER W/ CABINETS 24`0 X ( )W / PLASTIC LAM FABRICATED SEE DETAIL C/Al2 25 - ® COUNTER.- 3'-0'H X 7-6"L X 2'-10'0 /PLASTIC LAMINATE FABRICATED -- 2670 LOCATION W/Cl,t 1 COUNTER IOP 24"D X OW / PLASTIC LAMINATE FABRICATED - 27 - - - _T( 2 0 _1 CHAIRS -- _ l - - 71 -- - - CO2 TANKS JLK CO2 TANK - - 29 90 �:�- 69 II 2e— E9 Tc,rae 1 �� h_; CUP DISPENSERS (2)4-HOLE DELFIELD/SAN JAM AR, INC. INSTALL IN COUNTER 30 L 28 _ 34 _ _ 3 �! ' DROP SAFES -- -- - --- --- 8 12 J 98 98v L --- _ ceu.ns- -_ 35 63 r O 3 23 36 I0 DUNNAGE RACK METRO 36 _ - - 1 , EXHAUST HOOD FABRICATED- 4'-2" X 11'-0" - - -- 40 i1 - - - J J , 41 ' EXHAUST H000 FOR TABLE TOP WARMER - - 15 - - 41 T I 42 1 I i � FILE CABINET _ _ 42 <1b9 16 44 45 43 1 46 13 54 1859 95 22 93 21 43 2 FIRE EXTINGUISHER 201 2A: 40BC RATING - 43 44 1T FIRE SUPPRESSION SYSTEM ANSUL R-101-30 - 44 91 121 29 7 �5 1 FIRST Ai0 KIT _ - - -- -- - 45 1` r - '-1 /2 ri, 44 46 ' FOOD CHOPPER ANLIKER - 4ti _ I J D O 11'°'_'_' ` 4_ -1 � - 48 1 , FRYER W/ CASTERS FRYMASTER MJ45E - 3/4" 120VjU,� 122,000 BTU - 48 47 I 26 � ?3 - - - (e)1eas4 t9 5.^. 2PR CRAB BARS- 1 36", 1 42" BREY KRAUSE -- O O _ _- SEE A-11 50 1 (/5 I' 'I 75 56 hs I ��_( �r>r I T -- - - -) 51 - i0 GRILLE FABRICATED 1/2' - 60,000 BTU 51 I 1111` - - -1o 521 2 HIND DRYER/ELECTRICAL/AUTO WORLD DRYER #XA5/BOBRICK 120V/30A SURFACE MOUNTED _52 _ 92 - -lHr- - 91 91 60 80 - L 83 - - 53 ^ � - 111 40 �SSHROUD BEHIND 79 19 54 1 HOT WATER SYSTFM w/ STAINLESS STEEL SHELF BUNK-O-MATIC HW-5-X-27 1/2" 208V/30A/1PH 54 -I-1 I -<6Iv U ICE MACHINE _ 75 5 - - - - - 50 1 52 68 0 55 `- - - - - 55 I�� n (-1 +- - - - - -- - 97 56 1 ICE MACHINE - 30" BIN W/OPTIONAL SHROUD FABRICATED 3/4_ - (1)1/2";(1)3/4' -208 V/1 /30A REMOTE ROOF MOUNTED CONDENSER 56 I '° x 57 1 ICE TEA DISPENSER -- - 57 I-_�-_J 75 23 _ o= -�-- - 48 2 58i - _ - 25 0 59 1 KNIFE 80X - - _ 60 ! ® 0 KNIFE SHARPENER 60 -I- �-- 88 - - -J - 51�34 1 61 62 _ _ - _ 6257 35 14 I - ---- - - -- - -- - - -- - -• -- --. - - -. _- - - 0 �-, 63 ' SET ® LOCKERS(12) REPUBLIC STEEL _ _ 63 20 75/ I I 17 0 43 ° E< 64 30 96 I I `�/ 68 E. 1 ® 10I MINI-DUAL PREP-UNE FABRICATED 4'-0' X 9'-6" 1/2" 3/4' - _ �� 1 1/2" 65 27 _ - ,.exe 1 - T 67 - MINI PREP UNE - (R-L) OPTIONAL FABRICATED 3/4' 3/4" 1' & 1/2" - 67 20 , I 7 �_ - _�� -_JL_ - - -_�_ L III 5 68+ 3 o I (D MIRROR - 16 X 20 GIPCO M1-711 L) - 69! ,n 69 MY(-'PP,ACh _ POWERS FIAT - - - -- - - - - r- _ 115 SINK r'ONERS FIAT 24' X 24' —1/2. 1/2" — 3" -- -- 70 04 1? 83 3p96 v �- 71 OPTIONAL: 14 20 14 20 -- -- S.S. SHROUD BENIN) 35 35 �2 72 S.S. SHROUD BEHIND 5 DRINK DISPENSER 73 - ® ' ® ONION DICER - - � - .73 DRINK DISPENSER �F� 24 ,e 74 7 0 PIPE HANGERS-3/4" DiA SEE DETAIL B/A4 75 O 76 -6" PVC CHASE THRU ' 0 RANGE W/ CASTERS WOLF RANGE WTR-2 80,000 BTU 77 WALL FOR SYRUP LINES, REFRIGERATED TABLE W/ CASTERS FABRICATED - - - 120V/20A - -_ 78 14" FROM EXTERIOR WALL ® 0 RET► ERMALIZER FABRICATED _ 110,000 BTU _ 7_9_ AND 10" A.F.F. 90 0 ® ROOF ACCESS LADDER-ALUMINUM PRECISION STAIR CORP. FL #156 _ - _80 kEK97�s dt i 81- 92 _ _ 82 SAFE MAJOR SAFE CO. _ - -_^ - - SET IN PLACE BY SHIPPER 83 84 --- - --- --- 85- - ---- J 86 ti �'---�---------- - 87 L--- ---- ----- S� 1 ® SHELF (12x.36) PLASTIC LAMIP,AIE FABRICATED 98 �I I -� L--- ------ - 89 ;�r 0 SHELVES (2)12'X (1)16"X / PLASTIC LAMINATE B9 7r fT ® SHELVES (2)12"X / PLASTIC LAM. v - 90 '"----T-------- 3 I (o SHELVING (WALL STORAGE) METRO 12),.36 _ - - 91 - ----- --- 92 2 (D SHELVING (STORAGE) _ METRO 2442 92 --- -- - --- :3 _Ot �� SHELVING / (COOLER) _ METRO -- --- _ 93 - --*----------- 94 1 SHELVING (STORAGE) a METRO 14x24----� - - -- - --- - - 94 -- 5' 0 SHELVING (STORAGE) - METRO 18x24 - 95 -__�-__--__-_- t6, , I ® SHELVING (STORAGE) --- MF TRO 18x30 -- _ -- -!^ 96 j0 1 0 SHELVING (STORAGE) METRO 18x42 I , SHELVING (STORAGE) -! - - hETRO 18x4898 1 1 I SHELVING (STORAGE) -- -- METRO 21X36 _ _ _ _ 99 Op t I 0 SHELVING (STORAGE) METRO 21X42 -- SHELVING TRACK SYSTEM 100 I 101 0 SHELVING (STORAGE) _METRO 24x54 -_ - --- - -_- -- - - - -- - 101 02 1 SHELVING (STORAGE) _ _ METRO 2408- - --,- - - - 102 :Hfcxco BY: CHEL c� 10 2 SOAP DISPENSER(LIQUID)-S!NK MOUNT AMERICAN STANDARD #4503.029.002 _ _ 103 -_ 041 2 0 0 SOAP DISPENSER (WALL MNT.) - _- _ - ----- __ 104 TO _ 1 0 STAGING UNIT & SHELVES FABRICATED_ -_ - 120V OUTLET - PLUG TO DUAL_L.INE _ -, 105 BUNDLE M 7 0 HD SYRUP106- -T - - _-- -�'--_-- 106 107 - 10809 109 10 1 SYRUP RACK BAG-IN-THE-BOX FABRICATED _ - ALT.;BAG-IN-A--BOX PER ACM 110 111 1 TACO STORAGE CABINET 1/2 SIZE HEAT CABINET) 112 2 0 1 10 TABLETOP WARMER _ _ _ SEE NOTE "B' 112 113 2 I TACO STORAGE CABINET (HEAT CABINET) FABRICATED - i -120V/20A SHELVING TRACK SYSTEM 113 114 1 101114 115 2 TOILET PAPER DISPENSER-RECESSED A&J #UA41 -- 415 116 2 1 TOWEL DISPENSER-SURFACE MOUNTE') A&J #U180 --- - - ----- -- 116 ,17 -- - - - - ---- - -- ------ - -- - - - -------------- - --------- ----- _ 117 ••y �` - -` 118 !21 1 _ - wa1ER FILTER SYSTEM EVERPURE -- y - - i --- _ 121 •2 f I Wg7K COUNTER 18"D X ( )W /PLASTIC LAMINATE FABRICATED SUPPLIED AND INSTALLED BY (lC. 123_ �4-_j__ -.• { NARY COUNTER 24"D x ( )w PLASTIC LAMINATE FABRICATED t CA �- -- - - - --- --..___----- BLOCKING IN WALL FOR B-PKTS. 1-24 SCALE- Sl ALE' 1 �4" ?�-0~ - � I`J1 V - � T � Ln � ; STERS FABRICATED125O ` mic MED � � � III � IlI � III i I � III i I � III � I + III I I � III I I � IIi I + � II + iI � III I I � III � I I III � I I � III � + FU�Jt- i:L.ABB 4MADE IN CliiFi.A IN � 1 I 4'1' >Ai if a ,T;till* 40d i AAM �Ut►Jyt (3' LN1 IAL NO -I ES A I R DEV I CF SCHF DUI_ E_ I YPF 141'G Out( Y I I. INSTALL A110N SHALL CONFORM TO THE ENERGY CONST RVA110N DESIGN MANUAL STANDARDS FOR NEW NON-RFSIDFNIIAI HIIII DIN(;') r _ I= NECK'' (;I M z PATTERN >- MF'R MODE I. 2. Ali WORK AND MATERIALS SHAT I COMPLY W TI I GOVERNING COOLS, SAFETY ORDERS ANI) Rf GULATIONS. a -- �. AI - SI ZE _ ;- cr a x F40. z NANDATI„�R�r' M\ 'a14: ANOANO �UMB(NG SYST( M Mf:ASURES 3. CONTRACTOR SHALL OBTAIN AND PAN FOR All NECESSARY PERMITS, FEES, AND INSPECIIONS RfOUIRFD BY GOVERNING AUTHOftlllf ', �' 4. All MATERIAIS AND FQOIPMENi PROVIDED AND / OR INSTALLED SHALL BE GUARANTEED FOR A PIR100 OF ON[ (1) YIAR UNIFSS CERTIFIFD APPt1ANCES. If ANY APPLIANCE OF THE TYPES REQUIRING CERIIIICATiON OEHt kW'4 INDICAILD, I RUM IHE DAIt OF IINAI ACCLPiANCE OF THE WORK HY IHE OWNI R, ANY UI I I (:IIVI MAR RIAI`) ON 116114101? 1 / ILX12 X 400 X (1)20(6)4W X --- - --- FUkNIS41 WI TH S4(JAkf 10 k($041) A`JAP I(*'4 10" (AA WORKMANSHIP SHALL BE CORRFCTTD TO IN I N IiRi SATISFACTION OF THF OWNI k IS INS1A',�tD, !i SH AIL HAVE BEEN CERTIFIED 10 THt STATE ENERGY COMMISSION 2 1 12X12 X 250 X 2W -X Il� u' ---- ' r H b aA 3 - _ __.-rtTF u�AT6I' _- - FURNISH VATH SI J ARF TO A)!;tr 81 1''5 NAlrUFACTtlRf.R 1C� COMPLY WITH THE EFFICIENCY STANDARDS FOR SUCH APPIJANCES.S 5 ELECTRICAL CON TR. PROVIDES: CONDUIT FOR IINF k LOW V011ACE WIRING. ----------- --- -- ` FINAL CONNECTIONS, ITEM INDICATED THUS 3E 6 12X12 X 490 X (2)M?)>w(2)41 X - - - FURNISH WTH Si�JAkE 10 H UNE VOLTAGE WIRING SWITCNES, DISCONNECTS, CIRCUIT BRFAKER.� wF4(} A,ANTOR, ly OiA iiwS -- - I� COOL%; EQUIPMENT IF ANY EtXIIPMENI OF 111E TYPES REQUIRING MIN. FIFF1CIENCY 6. MECHANICAL CON1R. PROVIDES: LOW VOLTAGE WIRING k ITEMS INDICATED THUS M . WIRING SHALL CONT RI 10 S 4 I 12X12 x 460 x 2W X u' 1S I►rS1A11E0, IT y;�.l MEET OR EXCEED THE MIN FF'F1C1tNCY REQUIREMENTS LOCAL CODES, S-5 2 6x6 x 100 X 3W x =� - --- FURNISH WTH S(?UAkE TO ROUND ADAPTORS 6" UTA LY >~ STATE ENLRGI AGENCY/COWMISSION SUCH MIN. :FFlCIENCY SHALL Ht _ _ CERiTF1E0 By flit MANUFA(:luQ[R OF THE EQUIPMENT AND SHALT HAVE BEEN �. PLUMBING CONTR. PROVIDES: CONDENSATE DRAIN IROM A/C UNITS TO APPROVED DRAIN POINT, GAS PIPING f0 UNITS k FINAL ;_6 2 6X6 X 75 Al- RT - XTERNINEO 81 TESTING US.NG THE PROCEDURE SPECIFIED BY THE STATE FOR CONNECTIONS. _ _ _- X 2YVC X -ITU-__-___ QUAD w THAT TYPE OF EJUEPMtNT. H ALL SUPPLY, RETURN, k MAKE-UP AIR DUCTS ARE SIZED FOR CFM WITHOUT INSULATION, CONTRACTOR SHALI INSULATE DUCTWORK. EACH HVAC SYSTEM SHALL BE EQUIPPED KITH AT LEAST ONE AUTOMATIC DEVICE TO SETBACK 9. FLEXIBLE DUCT SHALL HE JOiIN'S-MANVII.IF. J.M. FLEX METAL INSULATED W/ ACOUSIiCAL VINYI VAPOR BARRIER U.l. APPROVED. OR SHUT-OFF 1HE SYSTEM DURING PERIODS OF NON--USE ON ALTERNATE USE OF THE BUILDING CONDUCTANCE #U.22 0 15 F, MAX. LENGTH 6'-0'. DUCT SHALL BE CONNECTED 10 TRUNK OR BRANCH DUCi NEIL SHEEI METAL SCRFWS. R-1 2 22X22 X 1100 X - x - ----- -cc - FURNISH WtH SQUARE TO k0JND ADAPTOR, if,' No, - SPACES OR ZONES SERVED BY THE SYSTEM. HANGER STRAPS SHALL HE MINIMUM 1"X 30 GA. 3 24X24 X 1070 X - x /16 - -" R-2 FURNISH WTH SQUARE TO ROUND ADAPTORS 16" EitA EACH ZONE. OR RESIDENIIAL DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE 10, CONCEALED CONDITIONED SUPPLY' AND RETURN AIR DUCTS SHALL BE INSULATED WITH ONE-AND-ONE-HALF INCH (1-1/2") - - - -- AUTOMATiC TEMPERATURE CONTROL DENSE FOR THE REGULATION OF SPACE TEMPERATURE. THICK 0.75 POUND DENSITY GLASS FIBER DUCT WRAP WTH REFLECTIVE VAPOR SEAL FASTENED TO DUCT WORK WiTH 16 EACH FLO(* Of A NONRESIDENTIAL BUILDING WITH CONDITIONED SPACES SHALL CONTAIN GAUGE SOFT ANNEALED WIRE SPACED Al 12" ON CENTER. SPACING TO HE 6" ON CENTER I.OR FITTINGS. AT LEAST ONE :ONE. ZONE TEMPERATURE CONTROLS SHALL' 11. ALL SHEET METAL DUCTWORK SHALL BE IN ACCORDANCE AITH SMAC", AND/OR LOCAL AND ASHRA.F CODES. TAPE ALL TRANSVERSE F-1 i 12X12 X 600 X - X -- SEE DET. C/M3, 0/M3 or F/M3 1. 9E ABLE TO MAINTAIN SPACE TEMPERATURE SET POINTS FROM 55F TO 85F.TWO OR AND LONGITUDINAL JOINTS, AND SUPPLY TAKEOFFS ON SUPPLY AND RETURN DUCTS (10 INCLUDE :EXHAUST AND MAKEUP Alf? DUCTWORK) E_2 1 6X6 X 200 X - X METAL•AIRE CC-S-R113 IJORE REPLACEABLE FIXED SET POINT DEVISES, ONE FOR COOLING AND ONE FOR HEATING, DUCTS SHALL HE MILD GALVANIZED STEEL IN ACCORDANCE TO SMACNA SIDS FOR LOW VELOCITY DUCTWORK EXCEPT EXHAUST HOOD. _ E_3 2 6X6 X 100 X - X r Tu'� FURNISH WITH SQUARE TO ROUND ADAPTORS 6' DIA ,JAY BE USED IN LIEU OF CONTiNOUSL.Y ADJUSTABLE SET POINT DEVICES. 12, WHERE INTE.RII)t OF DUCTWORK IS VISIBLE TNRU AN ALR OUTLET OR INLET, INSIDE OF DUCT SHALL BF PAINTCD WITH A FIAT BLACK -- NOTE: ALL AIR DEVICES TO HF FURNISHED WITH OFF WHITE BAKED ENAMEL f]NISH. BE ABLE TO OPERATE :ONE HEATING AND COOLING IN SEQUENCE IF BOTH ARE PROVIDED PRIMER. ALL G JLLES AND DIFFUSERS SHALL BE REMOVABIF. 1.1. ALL ROOF CURBS SHALL HAVE WELDED CANT STRIPS, SHALL UE INSULATED k HAVE FACTORY NAII ING STRIP. ROOF CURB FOR E- A N J C H E D U E E 3 PROVIDE A TEMPERATURE RANCE ADJUSTABLE UP TO IOF BETWEEN FULL HEATING AND HVAC UNITS 1 k 2 SHALL BE PITCHED TO MATCH SLOPE OF ROOF, FULL COOLING CAPACITY TO THE ZONE, IF THE ZONE HAS BOTH HEATING AND COOUN^ 14, CONTRACTOR SHALL COORDINATE INSTALLATION OF ALL DUCTWORK WITH CEIIJNG k ROOF FRAMING, COOPERATE FULLY AMONG ACCESS, CAPABILITY. IF THE HVAC SYSTEM USES REHEAT OR RECOOL FOR CONDITIONING THIS ZONE, THE TRADES, MAINTAIN MANUFACTURERS RECOMMENDED CLEARANCES OF ALL ITEMS OF EQUIPMENT, INSTALL TURNING VANES IN ALL THIS CONTROL SHALL REDUCE COOLING CAPACITY TO THE ZONE BEFORE REHEATING AND EDUCE HEATING CAPACITY TO THE ZONE BEFORE RECOOl1NG. 90 DUCT ELBOWS, INSTALL SPIN-IN EXTRACTOR/DAMPER 0 BRANCH DUCT CONNECTION TO MAIN DUCT AND SEAL AIR TiGHT, MANUFACTURE k MODEL MARK CFM .,P RPM HP VOLT � NOTE AIR HANDLING DUCT SYSTEMS SHALL BE CONS TRUCTED,INSTALLED,SEALED,AND INSULATED. 15. THE SUBMISSION OF PROPOSAL BY THE CONTRACTOR WILL BE CONSTRUED AS EVIDENCE THAT THE CONTRACTOR HAS FAMILARIZEDr�o m `� OPTION OPTION OPTION 'A' OPTION '8' 'rff FOR CALIFORNIA: STATE MECH CODE, TITLE 24. PART 4, CHAP. 10 HIMSELF VATH THE PLANS k BUILDING SITE. CLAIMS MADE SUBSEQUENT TO THE PROPOSAL FOR MATERIALS k LABOR BECAUSE _ A A C B Fi 0° GREENHECK ILG OF FC)t.. IF DEFFiCULTiES ENCOUNTERED WILL. NOT BE RECOGNIZED IF THEY COULD HAVE BEEN FORSEEN HAD PROPER EXAMINATION BEEN MUA-1 2800 1/2' 800 1 208/3,0 0 Q RSF-120 RSV 12 /1 16. ANY EQUIPMENT THAT IS SUBSTITUTED SHALL FIT IN THE SPACE PROVIDED WITH ADEQUATE ROOM FOR SERVICING, INCLUDING -EF-1 3300 1' 1120 1 208%3,0 00 Q CUBE 180-10 UCB 200 n ^+E WfNP,LATION SYSTEM SERVING AN AREA SN ALL SUBSTITUTE EQUIPMENTS NAMED IN THE SPECIFICATIONS. CONTRACTOR SHALL SUBMIT A 1/4- SCALE DRAWING OF ALL EQUIPMENTS EF-2 - 1 10 - - / 800 1/4" 1550 1/H / 120/1 Q' © © �J � G-95-D CRF 100 X20 SUBSTITUTED. 0 G-85-G - --CRF 82 y20 - - (� 1. EXCEPT IN OFFICES,FOR ANY AREA IN WHICH SMOKING IS PROHIBIII:D,BE CAPABLE OF 17. H.V.A.C. CONTRACTOR TO INSTALL RECHARGEABLE REFRIGERANTS LINES FROM ICE MACHINE TO CONDENSER ON ROOF. EF-3 200 3/8' 1300 1120 1/10 12011V Q (D- - -- ------ - - --- - - SUPPLYING AT LEAST THE MINIMUM QUANTITY OF OUTDOOR AIR LISTED FOR THE AREA NOTES: 1. MOTOR STARTER TO BE SUPPLIED BY THE NATIONAL HVAC SUPPLIFR. 18. H.V.A.C. CONTRACTOR TO INSTALL. PRFCHARt ED REFRIGERANTS UNF i FOR FAN 0011_ TO CONDENSER ON ROOF. 2. MEET UL CODE 762 IN SECTION 6 OF ASHREA STANDARD o2-'3,OR 5 CFM PER PERSON,WIIICHEVEk IS HIGHER. (CREASE) 19. GLEN COTE SEALER FOR ROOFTOP DUCTWORK AND SHEET METAL SCREWS PROVIDED BY MECHANICAL INSTALLER. 2. EXCEPT IN OFFICES, FOR ANY AREA IN WHICH SMOKING IS PERMITTED,BE CAPABLE Or 20, A SPEED CONTROLLER SHALL BE FURNISHED BY HVAC SUPPLIER FOR EF-2 AND EF-3, A I R BALANCE SCHEDULE SUPPLYING AT LEAST THE 'RECOMMENDED'OUANTITY OF OUTDOOR AIR LISTED FOR THE AREA ELECTRICAL CONTRACTOR TO WIRE AT HIGH SPEED. IN SECTION 6 OF ASHREA STANDARD 62-73,OR 5 CFM PER PERSON, WHICHEVER IS HIGHER. 21. FINAL HVAC SYSTEM TESTING k BALANCING SHALL BE PERFORMED BY OWNERS INDEPENDENT AGENT. ITEM 0.A. R.A. S.A. f.a PRES _ A RETEST IS MANDATORY FOR A FALSE START SITUATION (I.E., NO POWER UPON AGENTS ARRIVAL, EQIUIPMENT NOT HVAC-1 800 2400 3200 + 80.0 iT E THE BUILDER SHALL PROVIDE THE BUILDING OWNER,MANAGER,AND ORICINAL WIRED, ETC.) AND SHALL BE A COST INCURRED BY THE G.C. IN THE EVENT A SYSTEM/STORE RECEIVES A GRADE - - OCCUPANTS A DESCRIPTION OF THE QUANTITIES OF OUTDOOR AND RECIRCULATED OF 5 OR BELOW AS A RESULT OF THE HVAC SYSTEM PERFORMeNCE OR OPERATIONAL DIFICIENCIES, TACO BELL WALL HVAC-2 800 3200 4000 + 800 AIR THAT THE VENTILATION SYSTEMS ARE DESIGNED TO PROVIDE EACH AREA. REQUEST A RETEST AND THE COST FOR SAME SHALL ALSO BE INCURRC'.) BY THE G.C. - r PIPING SHALL BE INSULATED. FOR CALIFORNIA PER C.C.C. SECT 2-5312 22, SMOKE DETECTORS SHA:L 6C INSTALLED BY M.C. AND COIINECTED BY E.C.. _ EF#1 3300 _ 3300 23. VERIFY W/ OWNER, THE USE OF HVAC HEAT PIPES. INSTALLATION IS DETERMINED BY GEOGRAPHICAL LOCATION. - EF y2 800 - P00 24, HVAC CONTROLLED BY BUILDING ENERGY MANAGEMENT SYSTEMS (EMS) EF#3- 200 - 2�k - MUA#I 2800 2800 r 2800 r n --- - - - - - - - -- __jv J r ) TOTAL 4400 5600 10000 4300 + 100 H . V . A . C . UNIT SCHEDULE -� �- MANUFACTURER ^- LENNOX-- LENNOX CARRIERL CARRIER TRAVIS 1R ANE UNiT NUMBER 1 2 1 2 1 2 -- MODEL NUMBER GCS16-953 GCS16-1353 48DJ0008 48DJD012 YCD090A3 YCD120A3 ROOF CURB MODEL NUMBER _ RMF16-95 RMF16-135 50DJ901371 50D,1901371- RT7.5-12-VSO4- RT11-12-VSO4-N (J Z -^ TOTAL CFM / E.S.P. 3200/ 1/2" 4000/ 1,/?" 3200/ 1/2' 4000/ 1,12 3200/ 1/2' 4000/ 1/2" MIN. E. E. R. (BTUH / WATT) 9.0 9.0 8 4 8.3 - 8.3 8.8 TOTAL COOLING (BT1JH) 93,600 124,800 95,400 123,000 90,000 125,000 SENSIBLE COOLING (BTUH) 69,264 94,848 71,600 90,000 86,000 90,900 AIR EN BERING CONDITIONS 80/67 80/67 -- 80/67 - 80i S7 - 80/67 80/67 APPROVED NATIONAL HVAC VENDORS ENTERING TEMPERATURE ( Fp 950 950 950 95 ° 950 95 ° (� HEATING CAPACITY OUTPUT (BTUH) 98,000 132,500 91,400 123,000 97,000 121,000 FULL PACKAGE INCLUDING D U C TWO R K : __---__--- INPPUT (BTUH) 126,000 170,000 114,000 154,000 120,000 150,000 2 STAGE GAS VALVE YES YES YES YES YES YES - - i - NATIONAL AIR SYSTEMS, n'C L['1 MFG. CO., INC. TROPIC-KOOL ENGNEEP,ING CORP. MOTORIZED 0 TO °� 25 MAKE UP AIR DAMPER - _ 3380 SAN FERNANDO RD., SUITE 101 F.O. BOX 400 1232 DONEGAN ROAD W/MOTORIBIRDSCZED T k R 5 MAKD YES YES YES YES YES YES LOS ANGELES, CA 90065 LOGANSPORT, INDIANA 46947-0400 LARGO, FL. 34641 ----- - - -- ---- - (213) 344-4365 (219) 722-3124 (813) 581-2824 5 YEAR COMPRESSOR WARRANTY YES YES YES r'E! YES YES (213) 344-4388 FAX# (800) 366--2001 (813) 587-7973 FAX - -`------ - -�-- - ( - < d ELECTRIC IGNITION YES YES YES YE ; YES YES (219) 722-7213 FAX ' ----'- --- - ---- -- - J 10 YEAR HEAT EXCHANGER WARRANTY YES YES YES YES YES YES L?AMPS 46.0 55.0 37.7 52.1 44.0 45.5 P A C K A G E EXCLUDING D U C T WO K : NOTE: USE HIGH HEAT (250,000 BTU INPUT) UNITS - ^ - WIIEN LOCAL DESIGN CONDITIONS ARE BELOW 0 DEGREES. - MECHANICAL LEGEND - NATiONAL AIR SYSTEMS, INC LDI MFG. CO., INC. LENNOX INDUSTRIES, INC. SYMBOL DESIGNATION SYMBOL DESIGNATION 3380 SAN FERNANDO RD., SUITE 101 P.O. BOX 400 39591 DOMINIQUE IDS ANGELES, CA 90065 LOGANSPORT, INDIANA 46947-0400 MURRIEIIA, CA. 92563 DUCT RISER OR DROP (SUPPLY AIR) C.D. CEILING DIFFUSER -- (113) 344--4365 (219) 722-3124 (808) 677-3499 p N DUCT RISER OR DROP (RETURN AIR) - R.A.G. RETURN AIR GRILLE (213) 344-4388 FAX# (800) 366-2001 _ _ - __--- -__-_ _ _ _ (219) '122-7213 FAX# DUCT RISER OR DROP (EXHAUST AIR) MANUAL VOLUME DAMPERS DRAM 4•: - E DOOR LOUVERS E.AG. EXHAUST AIR GRILLE Lwcx1'v BY: --t)--•- UNDER CUT DOOR 3/4" - -- - - AUTOMATIC FiRE DAMPERS 9,%Law -JOE TROPIC-KOOL ENGINEERING CORP. -- --- "--` ----- -------- ---" - 1232 DONEGAN ROAD (SL) - SOUND UNE V.T.R. VENT TNRU ROOF - _ V 7 0 , , LARGO, FL. 54641 S.A. SUPPLY AIR v - F.r- FLEX. CONNECTION 1� _i{ (813) 581-2824 - (813) 587-7973 FAX# _R.A -_ RETURN AIR- A.P. ACCESS PANEL -- f R�I�E _-- 0.A. OUTSIDE AIR A.D. _ _ ACCESS DOOR J36 4UWKR NATIONAL ACCOUNT ROOM TEMPERATURE SENSOR -- P.O.C. POINT OF CONNECTION - HVAC PACKAGE - LD I CONTACT: TAC WELSH 800-366-2001 FURNISHED k INSTALLED BY MECHANICAL CONTRACTOR E.A. EXHAUST AIR M -- - ---- - - - • NPY IONAL AIR - ,--- _ FURNISHED k INSTALLED BY ELECTRICAL CONTRACTOR DUCT AC 1: SIUAR1 KAUFMAN 213-344-4365 (� FURNISHED BY M.C. k INSTALLED BY E.C. C.B. - CIRCUIT BREAKER - TROPIC KOOL -- - --- - CON i ACT: STQW PEABODY 813-581-2824 U.T.R. UP THRU ROOF G.C. SCOFF: INSTALL STANDARD PACKAGE (E) EXISTING - SUPPLY k INSTAII NON STANDARD (N) I NEW 4 1 COMPONENTS Y M1wtC I � IIi � 1 VIII ! VIII � 1111111 Illil � VIII I I � IIII 1111111 61111111111111 IIIIIIII111I1 CRABS 4MADE TIN CHINA IN I modp- - - - - tom, 'dill AND ROUGII IN CANS I OR I Aril vNl I III f URNISiII U UIRI C It Y 10 Illi CON IRAC IOR AND ARE 10 OF INS I AH I H :: PRIOR 10 INSIALLAfION OF STUCCO. "�- -"-'---__ �2 OPTIONAL REAR ARCH AH ;I INF OF ROOF BEYOND AH / GENERAL CONTEACTOR TO PROJEI:T STUCCO - ~ J/H" FROM FACE OF PREFAII 10WFR (TYP.) - 4 r -....� -.---- --- --�--- - -- � DOUBLE ROMAN CON RFTF 12 ROOF ULE \ , _i 12 _� / ----- k-. 112 S'-0?XH TRIM 472ll PREFAB AWNING X H FA5CIA - - - - -_ ----- ---- �. =�3- - i - F -- -- A13 - - - -_�_ FRAMED SOFf1T CLASS PER DIAGRAM IN _ _ - -- ---- E. FOR ALUMINUM FRAME (IYP.) I- "A N _ -- -- -- a1 11 � LIP AWNING OP IION EXPANSIa. .OINT 4-4 ----l N R?Tl7- h OR= -0' 1 I i I I I NOTE: K - 6" ` 2 ro REAR DOOR & ELECTRICAL BOX --� Al2 R=6'-0" 2 I I I I I TO RECEIVE EXTERIOR FINISH -- - - - - GAS METER I I ( I I I N0, 1. - - 'o i SEE SHEETP1 FINISHID FLOOR FINISHED FLOOR ENTRANCES SHALL BE IDENTIFIED WITH 6'-4- 5'-0- ELECTRICAL SERVICE A SIGN OR SIICKER OF THE STANDARD LOADING RAMP ✓ ACCESSIBILITY LOGO. vo REAR ELEVATION SCALE: 1,4° = F R 0 N T E L E V A T I 0 N SCALE: 1/4" 1 - SURFACE FINISH LlPiu',NA . JRYNT 1 1 TOP OF ARCH PROJECTED SURROUNDS, PROJECTED BAND 2 30# FELT UNDER 2 LAYERS 60 2 MINUTE GRADE D PAPER & LATH ASC A, FASCA FLASHING, (TYP) ALL ARCHES bVW YY -- - A8 XX A8 FLASHING 1 A6 .11 POLES 2 &.PCSED UTILITY PIPES AliD CONDUIT -_ aOORS AND FRaHES LINE OF ROOF BEYOND z , \ 4 TYP. 12 2 -EE" METi FASCIA 'FdM 1 0. _ _ _ _ _ _ _ _ _ _ _ - - - -- - -- - - - - - -- -G� - FRAMED SOFFIT -AS �jETER ANC ELECTRICAL SERLICE 1 Z - - - SEE A13 FOR AWNING OP90N rIN4SHES: - - - 11 ��'� C � - - - I> i_-) BENJAMIN MOORE MOORGARD PREFAB AWNING - EXTERIOR LATEX NO. 103-1072 (CB-18) _ IT NOTE: W `� BENJAMIN MOORE MOORCARD m -�- EXTERIOR LATEX N0. 103-1128 (CB-'6) - } EXPANSION JOINTS TO BE CONTINUOUS N I I \ T CCO NOTES. C�-- =2'-0 5 M SE WALL AND SOFFIT (TYPICAL) 2 1 1 � �-� SEE DETAIL J/A1'! O COLD JOINTS WILL NOT BE ACCEPATBLE UNDER ANY CIRCUMSTANCES. MESH AS SPECIFIED SHALL NOT OVERLAP AT CONTROL JOINTS MESH OVERLAPS SHALL NOT COINCIDE W': .l P_YWOOD JOINTS 1 2 ' f MESH WITH GRID EXCEEDING 2' X 2' IML_ BE REJECTED 1 USE OF FASTENERS OTHER THAN GALVANIZED ALL NOT BE ACCEPTED EXPANSION JOINT---'-—-'--- -__ � _ SCARIFICATION AS SPECIFIED SHALL AlW ,YS BE IN THE HORIZONTAL DIRECTION f1NISiiED FLOOR INT, DRYWALL WLL ALWAYS BE INSTALLED PR10R TO APPl1CATON OF STUCCO -_ -- ' , I DT. D WALL R=9'-6" ------ENTRANCES SHALL BE IDENTIFIED WITH w 7/9" PROJECTED — 4'-6" 3'-0" 1/4" SAFETY GLASS FOR DOOR A SIGN OR STICKER OF THE STANDARD 0 /108 MANOR WHITE 112 SANDLEWOOD BEIGE STUCCO SILL ACCESSIBILITY LOGO. XTERIOR FIN SH SCII-! EDULE RIGHT SIDE ELEVATION SCALE 1/4" _ ,'-o~ MAT I ONAL ACCOUNT - - CAULK ALL WALL AND ROOF PENETRATIONS. EXTERIOR FINISH :. APPLY ONE COAT OF WATERPROOFING TO ALL HORIZONTAL STUCCO SURFACES • ��RYV1T 01JLY CONTACT: t�R.TT F 5HE__3f 415-921-1057 SEE SPECIFICATIONS FOR NAILING AND REQUIREMENTS FOR EXTERIOR GRADE. ��_ WW XX YY C.C. SCOPE: SUPPLY AND INSTALL VIA APPROVED A8 A8 A8 PLYWOOD. DRY`AT INSTALLER. S'OREFRONT MATERIALS, ALUMINUM FRAMING VISTA WALL JIM BERRONG 800-e69-4567 - - 77- CAULK ALL WINDC* AND DOOR FRAMES Al HEAD, SILL AND JAMB (EXTERIOR 12 --^—. --- -- -"-��---� - - - -- ---- --- -- - -- -- --�._ —_ l ANO INTERIOR). - - - -- - � STUCCO FINISH TO BE ' LIGHT LACE' AS SPECIFIED BY THE STUCCO MANUFAC- ------SEE SHEET A13 FOR AWNING AND 'OR TURERS ASSOCIATION. ALTERNATE:"MEDIUM DASH", MACHINE APPLIED 12 TYP. ---- FRAME SOFFIT DETAILS ARCH RADIUS DIMENSIONS ARE GIVEN FOR GENERAL CONTRACTOR'S REFERENCE / ONLY. ? COUBLE ROMAN CONCRETE ROOF TILE TO BE TERRA COTTA FLASHED - - - - ' �- - - - --`. ----12XA TRIM - FRON THE /OLLOWINC MANUFACTURERS. LIFE 1Tt E 1NESTILE FRAMED SOFFIT -- --- -___� --__- -------, OX 76�_lPAL - _=_- - ------PREFAB AWNING JRAYMI Br: RIALTO CA. LITTLETON, COLORADO SEE A13 FOR �f -_ NECKED BY: TEL (714)822-4407 TEL.1-800 433 8453 ANWIN,, OP11ON __ -_ - --- FLORIDA 7/8" STUCCO ON 2X6 .� TEL (813)6'6-9405 MONIER TILE `� �-' STUDS AND 3j8" EXT. -- �/ GIRD. SELF FURRING METAL /� KATY, TX. CORONA, CA _ 'V' 7 0 H TEL, (713)371-2634 TEL (714)737-3888 J � - --- LATH do 2 LAYERS GRADE ro _ D PAPER rR 4 .1E I CASA GRANOE,ARIZONA `} TEL (602)836-8100ATLANTIC REGION -_-_ --�-, ., �1 �6� BALTIMORE EXPANSION JOINT (TYP.) ---` -- ___- �, I I 4 I SEE SHEET A-3 FOR TEL (301)335-8822 �> llL��11J WINDOW SCHEDULE _ U ,J _ _ W)OD TRIM ON FASCIA TO BE 'C SELECT" (1WP-CHOICE) S45. - --EXPANSION JOINT w FINISHED FLOOR -- -- PACIFIC HWY., 13299 R-9' 6" 5, 0- "93-027►6 - - -- 49 OF 49 E N F R A L NOTES I- �- i VAT I ON SCALE: 4' = 1 MIC MED IIIII � I ILII VIII iIIIIII VIII I IIID VIII VIII 1111111 11111111 111111 11111111 1 FIM-- aL4M 4MADE TIN CHINA IN 1 1 1 1 I