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Home My WebLink About21977-zFORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No Z-23812 Date AUGUST 11, 1995 THIS CERTIFIES that the building Location of Propert~ 8850 MAIN ROAD House No. County Tax Map No. 1000 Section 122 Subdivision RESTAURANT LAUREL, NEW YORK Street Block 7 Lot Filed Map No. Lot No. Hamlet 3.1 conforms substantially to the Application for Building Permit heretofore filed in this office dated MARCH 4, 1994 .pursuant to which Building Permit No. 21977-Z dated APRIL 4, 1994 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is FAST FOOD SERVICE RESTAURANT AS ~PPLIED FOR & AS APPRO~ED BY PLANNING BOARD 4/28/94 & AS PER ZBA SPECIAL EXCEPTION ~3970. The certificate is issued to CUFAM REALTY CO. (owner) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-10-93-11-AUG. 11, 1995 UNDERWRITERS CERTIFICATE NO. AUGHST 4, 1995 - N-359927 PLUMBERS CERTIFICATION DATED AUGUST 8, 1995- ALAN RENERT *PLANNING HOARD FINAL APPROVAL FOR SITE PLAN DATED AUGUST 9, 1995. / ~Building Inspector Rev. 1/81 FORM NO.3 TOWN OF $OUTHOLD BUILDING DEPARTMENT TOWN HALL $OUTHOLD, N.Y. BUILDING PERMIT !THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL .... , '~ , COMPLEtiON OF THE WORK AUTHORIZED) L ~.l~ ' :~ '" ' : r ' 'Dar ....... ~, ................................................... 19...'~. . 21~77 Z - - .~i~ '~ /: Permlsslon Is hereby granted to: ,.¥-;~. ,,~,~.. ~ '.:i~:-.' ~ ,*-' - '. :~,' ,. ' ............ ~ ........... ;~,:,;_,~,,..,,,,.,,,, ~ ~., ',. ~ ~.,. ~...., ...... ~.zz~ ................ .,:,~,..,,..~..~_,~ ,~ , ~m.~>,..~ ~ .... ;.~0z .... ./ . "2 ~, ~o..~~~.....~~ ....... ~....~.~..~..~ ..... . ,c~ :' ',,.~~.....~,...~.,~ ........................................................... ..?::: .............................. . u,~.~~ {q~ :~~,.)...~.,.~ ........ ,~2,b ~:: ;.~,;'{~j~ o~ promlsos I~ot~ ot ....... ~..~.....~/~...~ ..................................................... ~" "~' Coun~oxMop ~o. 1000 sec,on ....... ~.~ ...... ~lock.....2 ................. [ot~o..~.~ ................. ', "' ~ ~, ..~* ,....~.~..~. ~~uilding Inspector Rev. 6/30/80 -,,:;-~; . f Form NO. 6 TOWN OF SOUTIIOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter OR ink and submitted to the boilding inspector with the following: for new building or new ese: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic featores. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate-of Code Compliance from architect or engineer~ responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: i. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and a consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. fees 1. Certificate of Occupancy - New dwelling $25.00, Additions to dwelling $25.00, Alterations to dwelling $25.00, Swimming pool $25.00, Accessory buildiug $25.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existin~ Buildin~ - $100.00 3. Copy of Certificate of Occupancy - $20.00 4. Updated Certificate of Occupancy - $50.00 5. Temporery Certificate of Occupancy - Residential $15.00., Commercial $15.00 Date AUGUST Il, 1995 New Construction .... ..X~....,. Old Or Fre-existing Building ................. Location of Property... 8850 MAIN ROAD LAUREL, N~W YORK House No~ Street tlamlet COFAMREALTY COMPANY 9nwer or Owners of Property .................................................................. Uounty Tax Map No 1000, Section. 122 g.lock. 7 3.1 ................... , ........ Lot ...................... Subdivision .................................... Filed Hap ............ Lot ...................... ~ APRIL 4, 1994 COFAM .P~.ALTY CO. Permit No. 21~77-Z .Date Of rermit ................ Applicant. . . C~0-93-11- 8/11/95 1995 ~lealtb Dept. approval .......................... Underwriters Approval.~P~:.~? ................. 'lanning Board Approval.. AUGUST 9, 1995 qequest for: Temporary Certificate ........... Final Certica~e ........... 50.00 Tee Submitted: $ ............................. co 381 ............................... PLANNING BOARD MEMBERS Richard G. Ward, Chairman George Ritchie Latham, Jr. Bennett Orlowski, Jr. Mark S. McDonald Kenneth L. Edwards Town Hall, 53095 Main Road P. O. Box 1179 Southold, NewYork 11971 Fax (516) 765-3136 Telephone (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 29, 1994 C~arles R. Cuddy Attorney at Law 180 Old Country Rd.(Rte. Riverhead, NY 11901 Re: Proposed site plan for Burger King Restaurant SCTM 1000-122-7-3.1 BLD6. TOWN OF SOUTHOLD Dear Mr. Cuddy: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, M~rch 28, 1994: WHEREAS, Cofam Realty Co. is the owner of the property known and designated as the site for Burger King Restaurant, located at Main Road, Mattituck, SCTM9 1000-122-7-3.1; and WHEREAS, a formal application for the approval of this site plan was submitted on May 25, 1993; and WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act, (Article 8), Part 617, declared itself lead agency, and issued a conditional Negative Declaration on November 15, 1993; and WHEREAS, all conditions in the Negative Declaration of November 15, 1993 have been met; and WHEREAS, a Special Exception was granted by the Zoning Board of Appeals on December 16, 1993 and confirmed for the above project on March 30, 1993; and Page 2 Proposed March 29, site plan for Burger King Restaurant 1994 WHEREAS, the Planning Board had requested that a declaration of covenants be filed, that there be no buildings or structures forward of the front line of the building shown on the approved site plan dated, as last revised on March 22, 1994 and no further building, structure or other improvement may be made at the property described in Schedule "A" without the approval of the Town of Southold Planning Board; and WHEREAS, the applicant has filed the requested declaration of covenants with the County as shown on the final survey dated, as last revised on March 22, 1994; and WHEREAS, this site plan ~was certified by Thomas Fisher, Building Inspector, on March 28, 1994; and WHEREAS, this site plan was reviewed and accepted by the Zoning Board of Appeals on March 28, 1994; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of Southold have been met; and now therefore BE IT RESOLVED, that the Southold Town Planning Board approve and authorize the Chairman to endorse the final survey dated March 22, 1994, subject to a one year review from date of building permit. Enclosed please find a cope.of the surve~which was endorsed by the Chairman. Please contact this office if you have any further questions. Sincerely, Richard G./Ward Chairman enc. cc: Thomas Fisher, Building Inspector in Charge Scott Russell, Board of Assessors Gerard P. Goehringer, Chairman, Board of Appeals THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 1195188 BUREAU OF ELECTRICITY ~-- 815 JOHN STREET, NEW YORK, NEW YORK 10038 Date }~U(~U,~' O4,1995 /~pplication No. on file 87944295/95 N 359927 THIS CERTIFIES THAT only the electrical equipment as described below an~ introdaced by the applicant named on the above application nu tuber in the premises of McDONALDS, H3IN ROAD (ROUTE 25), NATTITUCK ~ N.Y. in the followlng mcation; [] Basement [] Ist Fl. [] 2nd FL OUT .Section Block Lot ~sexaminedon AUGUST O~ ~ 1995 FIXTURE OUTLETS IECEPTACLES SWITCHES 98 33 30 DRYERS and found to be in compliance with the National Electrical Code. FIXTURES RANGES OVENS 52 OTHER SYSTEMS NO. OF FEET OTHER APPARATUS: EXIT ~IGNs -'4 EP~-.R~NCY PACES-4 FR. MOTORS"- 6 MOTORS:2-1 H.P.,2-2 H.P. ,1-5 R,P. PANELBOARDS,2-30 CIR, 2~,1-20 CIR. G.F,C.I~-3 SOLAR ELE. 44 JEAN RD. WEST ISLIP, NY, 11795 E R V I C N O~E~,COND. OF CC. COND aP HI,LEG 350 NOOF NEUTRALS A,W G, OF NEUTRAL 350 150,1-15 CIR. 90 LIC~ #3987-E GENERAL MANAGER Per 11 Ih? ~" ~' ~'~> .... This certificate must not Be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials, j COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. THE NEW YORK BOARD OF FIRE UNDERWRITERS rA s 1195188 BUREAU OF ELECTRICITY J~ 85 JOHN STREET, NEW YORK, NEW YORK 10038 Date MAY O5,1995 4ppticetionNo. onflte 07140795/95 N 350779 THIS CERTIFIES THAT only the electrical equipment as described below and introdt:ced by the applicant named on the above application number in the premises of McDONALDS, MAIN ROAD, MA~TITUCK, N.Y. in the followlng location; [] Baseme,~ [] Ist FI. [] 2nd /q. OU~ Section Block Lot t~s examined on APRIL 0,3 ~ 1995 and found to be in compliance with the National Electrical Code. FIXTURE FIXTURES RANGES OVENS EXHAUST FANS OUTLETS FLUORESCENT DRYERS SYSTEMS NO. OF FEET E OTHER APPARAIUE: '~gH?OR.r~y ~ONS'~R~JCTIO~ S~,R. O~ILY-1 C;3.C.I: ~2 E R N~ O~E~C~CONV. ^. w. o. OF CC. COND 2 I NO OF HI.LEa A, W, G NOOF NEUTRALS A, W G OF HI.LEG OF NEUTRAL SOLAR ELE, 44 J~AN RD. WF~T ISLIP, NY~ 11795 L[C.#3987-E °GENERAL MANAGER This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. PLANNING BOARD MEMBERS RICHARD G. WARD Chairman G]~ORC-E RITCHIE L~.THAM, JR. BENNETT ORLOWSKI, JR. WILLIAM J. CREMERS KENNETH L. EDWARDS Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-3136 Telephone (516) 765-1938 PLANNING BOARD OFFICE TOWlXT OF SOUTHOLD TO: Thomas Fisher, Senior Building Inspector FROM: Richard G. Ward, Chairman ~r~/~ RE: Proposed Site Plan for McDonalds Main Road, Mattituck SCTM# 1OOO-122-7-3.1 DATE: August 9, 1995 In Charge The Planning Board recommends that a Certificate of Occupancy be issued for the above referenced project. All conditions of the Site Plan approval have been met. Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 1197~ Fax (516) 765-1823 Telephone (516) 765-1802 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD CERTIFICATION DATE: Building Permit No. Owner: (please print) (please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Sworn to before me this day of /4~0, ~3~3~ County ROBERT t. SCOTT. JR. NOTARY PUBLIC, State of N.Y. No. 4725089. Suffolk Cou;%t[ Term Expires May 31, 19,7,/o STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION 1900 RTE. 58 Ri~VERHEAD, N.Y. 1].90]. JOHN B. DALY COMMISSIONER Permit: Building Department: Gentlemen: We have no objection to the issuance of a Certificate of Occupancy for the located at the above noted site. /~ e s +d~ enc~/P eln%Li;c Engineer ~esidencf 03, Region 10 , Suffolk County East JY:KMB SUFFOLK COUN'I ¥ DEPARTMENT OF HKALTH SERVICES FOOD ESTABL S~ MEN7 INSPECTION }IEPORT Stm~4ARY OF VIOLATIONS pAI~I~ 11 ,RE[) C}LITICAL Iq]'iMS 45 {~ * ~' ~- BY YOUR 535 FIFTH AVENUE NEW YORK, NY 10017 212-599-2020 TRANSMITTAL: DATE: JUL 2 11995 70 CORBINAVE., BLDG."[" BAYSHORE, N.Y. 11706 (516) 242-1188 Fax # 516-242-6749 Town of Southold Building Dept. 7/20/95 PROJECT: McRonalds/ Mattituck TELEPHONE: MESSAGE TO: REFERENCE: Buil'ding Dept. FAX # FROM: Robert Schubert CONTENTS: COMMENTS: Please accept these drawings..~.or the installation of the Ansul Fire System at the above location. We will contact you when the installation is comple_t__e__ to schedule as test of the system with your office. If there are any questions, please don't hesitate to call. NUMBER OF PAGES SENT INCLUDING COVER SHEET ( ) BY: PLANNING BOARD MEMBERS Richard G. Ward, Chairman George Ritchie Latham, Jr. Bennett Odowski, Jr. Mark S, McDonald Kenneth L. Edwards Town Hall, 53095 Main Road P. O, Box 1179 Southold, NewYork 11971 Fax (516) 765-3136 Telephone (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 19, 1995 Charles R. Cuddy Attorney at Law 180 Old Country Road (Rte. P.O. Box 1547 Riverhead, NY 11901 58) RE: Proposed Site Plan for McDonalds Restaurant Male Road, Mattituck Zoning District: General Business SCTM# 1000-122-7-3.1 (B) Dear Mr. Cuddy: This is a reminder that the Planning Board has not received any sketches of the signs that your client plans to place at the restaurant. We would appreciate receiving a sketch, to scale, showing colors of all signs to be placed at the site. The Board favors the type of sign used by the the McDonalds Corporation at its Stowe Vermont location; cut wood with gold leaf. Enclosed is a photo of that sign. be an attractive addition to the '-~Kic~ard G. ar Chairman L///ccc: Thomas Fisher, Senior Building We feel that such a sign would proposed building. Inspector In Charge 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [~ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FINAL [ ] FRAMING REMARKS: 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION 1ST [ R~~OUGH PLBG. [ ~INDATION2ND [ ] INSULATION [~/] FRAMING [ ] FINAL DATE ~/~~-~ INSPECTOR ~~~ 765-1802 BUILDING DEPT. , ~SPECTION [,~FOUNDATION 1ST [ ] ROUGH PLBG. FOUNDATION ZND [ ]INSULATION FRAMING [ ]FINAL 765..1802 BUILDING DEPT. INSPECTION / [ - F/OUNDATION 1ST [ ] ROUGH PLBG. / [,~ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ]FINAL REMARKS: ] FIREPLACE & CHIMNEY INSPECTOR 765-1.802 BUILDING DEPT. INSPECTION DATION 1ST [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION FRAMING [ ] FINAL TO '~ SOUTH SHORE FIRE & SAFETY EQUIPMENT DISTRIBUTORS, INC, 579 East Meadow Ave, EAST MEADOW, NEW YORK 11554 (516) 794-4000 Town of Southold Main Road Southold, N.Y. 11971 SUBJECT ............................................................................................. To whom it may concern: ................... ~.~.c~.~.~. p.~.~.~....~..~.....?~.~.~...~.L~...~.~..~.~.~.~.¢5~.~.~......?~ ............................................... an Ansul System at the McDonalds on Route 58 in Mattituck. Please advise us of your approval as soon as possible. ....................................................................................... ~.. U~, ~ , ~ ~, ..............................................................................................' ~ " ....... ~'/~¥ ................................. I 0 I.~.~ '~'"'" .......................................................................................................... ............................................................................................................. ~ ......... ?... ......................................... : Thank you, ................................................................................................................................................ SIGNED ............ PLEASE REPLY ~ NO REPLY NECESSARY WOOD ROOF TRUSS DESIGNS FOR McDONALD'S MAIN ROAD MATTITUCK, NY CUSTOM COMMERCIAL CONSTRUCTION P.O. BOX 711 M BAYSHORE, NY 11706 PREPARED BY; NAS, gA U 'gUFFOLK LUMBER & 'gUPPL Y CORP. TRUSS DIVISION 517 LONG ISLAND AVENUE, MEDFORD NY 11763 Attn; Robert Thompson (516) 289-6900 FAX 289-6907 EXECUTIVE OFFICES LOCATED AT 2000 OCEAN AVE., RONKONKOMA, NY 11779-6534 IM Ob Truss Truss Type ACDON MCI QUEENPOST NASSAU SUFFOLK LUMBER & SUPPL 3.300 s May 26 19~5 MiTek Industries, Inc. Wed Jun 14 11:19:04 1995 Page 1 I 4-6-6 I 9-6-12 I 13-7-2 I 18-1-8 4-6-6 4-6-6 4-6-6 4-6-6 4×4: 3 3×8 -- Plate Offsets (X,Y): [1:0-0-0,0-1-10], [2:0-0-12,0-1-8], [4:0-0-12,0-1-8], [5:0-1-0,0-1-10], [6:0-0-0,0-1-4], [8;0-6-0,O-2-4] LOADING (psf) SPACING 2-0-0 cai DEFL (in) (loc) I/deft pLATES GRIP TCLL 40.0 Plateslncrease 1.00 TC 040 Vert(LL) 0.05 7/6 999 M20(20ga) 199/146 TCDL 10.0 Lumber Increase 1.00 BC 0.45 Vert(TL) 0.09 7/6 999 BCLL 0.0 Rep Stress incr YES WB 0.73 Horz(TL) 0.02 6 BCDL 15.0 Code TPI (Matrix) Min Length / LL deft = 480 Weight: 94 (lbs) BRACING LUMBER TOP CHORD Sheathed or 4-7-15 on center pudin spacing. TOP CHORD BOT CHORD 1-8:6-3-0, 7.8:6-3-0, 6-7:6-3-0, 5-6:6-3-0. BOT CHORD WEBS OTHERS WEDGE REACTIONS 2 X 4 SYP No.2 2 X 4 SYP No.2 2 X 4 SPF stud 2 X 4 SPF Stud Left[: 2 X 4, Right: 2 X 4 Obs/s[ze) 8=1178/0-5-8, 6=1178/0-5-8 Max Horz 8=884{Ioad case 3) Max Uplift 8=-98(Ioad case 4), 6=-98(Ioad case 4) FORCES TOP CHORD BOTCHORD WEBS 1-2:204, 2-3=-920, 3-4:-920, 4-5=204 5-6=-23, 6-7=799, 7-8=799, 1-8=-23 2-8=-1200, 2-7=-254, 3-7=545, 4-7=-254, 4-6=-1200 NOTES 1) This truss has been designed for the wind loads generated by 90 0 m.p.h, winds at 16.0 feet above ground level, using 7.0 p.s.f, top chord dead load and 10.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. LOAD CASE(S) Standard Job Truss Truss Type MACDON MC1E QUEENPOST NASSAU SUFFOLK LUMBER & SUPPL Qb/ Ply I 1 3.300 s May 26 1995 MiTek Industries, Inc, Wed Jun 14 11:19:32 1995 Page 1 } 4-6-6 ] 9-0-12 I 13-7-2 I 18-1-8 i 4-6-6 4-6-6 4-6-6 4.-6-6 3 3x4 = 8 3x8 = 6 3x4 = ~ ~0--1 ~ 1-0-12 8-0-0 8-0-0 1 -G-12 Plate Offsets (X,Y): [1:0-0-0,0-1-10], [2:0-0-12,0-1-8], [4:0-0-12,0-1-8], [5:0-1~0,0-1-10], [6:0-0-0,0-1-4], [8:0q~0,0-2-4] 2-0-0 CSl pLATES GRIP 1.00 TC 0.40 M20(20ga) 199/146 1.00 BC 0.45 YES WB 0.73 TPI (Matrix) LOADING (psf) J SPACING TCLL 40.0 [ Plates Increase TCDL 10.0 Lumber Increase BCLL 0.0 Rep Stress Incr BCDL 15.0 Cede LUMBER TOP CHORD 2X4 SYP No.2 BDT CHORD 2 X 4 SYP No.2 WEBS 2 X 4 SPF Stud OTHERS 2 X 4 SPF Stud WEDGE Left: 2 X 4, Right: 2 X 4 DEFL (in) (Icc) !/deft Vert(LL) 0.05 7/6 999 Vert(TL) 0.09 7/6 999 Horz(TL) 0.02 6 IVa Min Length / LL deft = 480 Weight: 116 (lbs) BRACING TOP CHORD Sheathed or 4-7-15 on center pudin spacing. BDT CHORD 1~8:6-3-0, 7.-8:5.3-0, 6-7:5.3-0, 5-6:6-3-0. REACTIONS (lbs/size) 8=1178/0-5.8,6=1178/0-5-8 Max Horz 8=384(Ioed case 3) Max Uplift 8=-98(icad case 4), 6=-98(Ioad case 4) FORCES TOP CHORD 1-2=204, 2-3=-920, 3-4=-920, 4-5=204 SOT CHORD 5-6=-23, 5-7=799, 7-8=799, 1-8=-23 WEBS 2-8=-1200, 2-7=-254, 3-7=545, 4-7=-254, 4-6=1200 NOTES 1) This truss has been designed for the wind loads generated by 90.0 m,p.h, winds at 16.0 feet above ground level, using 7.0 p.s.f, top chord dead Icad and 10.0 p.s.f bottom chord dead toad, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45 0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verUcals are exposed. 2) Gable studs spaced at 24 inches on center. 3) Gable studs exceeding 72 inches length to be laterally braced at midpoint, For studs exposed to wind, see MiTek"Standard Gable End De~ail". 4) Studs to be faslened with lX4 M20 plates. LOAD CASE(S) Standard IJob Truss MACDON MC2 Truss Type MOD. QUEEN NASSAU SUFFOLK LUMBER & SUPPL I 7-1-4 I 12-1-12 I 20-1-12 -Qty PJy 3.300 s May 26 1995 MiTek Industries, Inc. Wed Jun 14 11:20.18 1995 Page 1 I 28-1-12 I 33-2-4 I - 40-3-8 ~ 7-1-4 6-0-8 8-0-0 8~)-0 5-0-8 7-1-4 I 3-2-12 I 12-1-12 I 20-1-12 ~ 28-1~12 I 33-24 j 39-2-12 4~3~8 3-2-12 8-11-0 8-0-0 8-0-0 5-0-8 6-0-8 1-0-12 Plate Offsets (X,Y): [3:0-2-0,0-2-12], [5:9-2-0,0-2-12], [6:0-1-4,0-2-0] TOLL 40.0 Plates Increase '~,00 TC 0.68 Vert(LL) 0.11 11/10 999 TCDL 10,0 Lumber Increase 1.00 BC 0.59 Vert(TL) 0.18 11/10 999 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.07 7 n/a BCDL 15.0 Cede TPI (Matrix) Min Length / LL deft = 480 LUMBER TOP CHORD 2 X 6 SYP No.2 BOT CHORD 2 X 6 SYP No.2 WEBS 2 X 4 SPF Stud *Except* W1 2X4 SYP No.3 SLIDER Right 2 X 8 No,2 DF-G 3-9-4 pLATES GRIP M20(209a) 199/146 Weight: 286 (lbs) BRACING TOP CHORD Sheathed or 2-16-5 on center purlin spacing. BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. Except: 1-14;6-3~3, 13-14:6.3-0, 12-13;6-3-0, 6.9:6-3-0, 7-8:6.3-0, 11-12:6.:3~. WEBS 1 Row at midpt 3-11, 11-4, 11-5, 9-6, 13-3, 9-5 2 Rows at 1/3 pts 142 REACTIONS (lbs/size) 14=2836/0-6-8, 7=2373/0-5-8 Max Horz 14=501(load case 3) Max Uplift 14=-273(Ioad case 4), 7=-95(I°ad case 4) FORCES TOP CHORD 1-2=663, 2-3=-2352, 3-4=-2420, 4-5=-2420, 6-6=-2810, 6-7=-3408 BOT CHORD 7-8=2544, 6.9--2544, 9-10=2080, 10-11=2080, 11-12=1707, 12-13=1707, 13-t4=1459, 1-14=-326 WE B S 2-14=-3123, 2-13=354, 3-13=-11,3-11 = 1086, 4-11 =-970, 5-11 =517, 6-9=685, 6-9=-663, 6-8=170 NOTES 1 ) This truss has been designed for the wind loads generated by 90.0 m.p.h, winds at 16.0 feet above ground level, using 7.0 p.s.f, top chord dead load and 10.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 2) A plate rating reduction of 20% has been applied for the green lamber members. LOAD CASE(S) Standard t Job Truss Truss Type L~MACDON MC2PB CAP TRUSS NASSAU SUFFOLK LUMBER & SUPPL Oty Pi,/ 19 1 3.300 s May 26 1995 MiTek Industries, Inc. Wed Jun 14 11:20:46 1~95 Page 1 I 4-6-4 I 4-6-4 3-5-12 I 11-5-12 I 16-0-0 j 4x4 = 3-5-12 4-6-4 o p-8-2j o-8-2 LOADING (psi) TCLL 40.0 TCDL 10.0 BCLL O.O BCDL 15.0 8-0-0 7-3-14 SPACING Plates Increase Lumber Increase Rep Stress Incr Cede 2-0-0 CSI 1.00 TC 0.24 t .00 BC 0.47 YES WB 0.35 TPI (Matrix) LUMBER TOP CHORD 2 X 4 SYP No.2 BOT CHORD 2X4SYP No.2 WEBS 2 X 4 SPF Stud REACTIONS (lbs/size) 1=925/0-5-8, 5=925/0-5-8 Max Ho~z 1=~330(Ioad case 2) MaxUpHf( l=-57(Ioad case 4), 5=-57(Ioad case 4) 3x8 =- 3x4 = 15-3-14 t6~C~ 7-3-14 0-8-2 j DEFL (in) (loc) I/deft / PLATES GRIP Vert(LL) 0.07 6/5 9S9 M20(20ga) 1991146 Vert(TL) 0.11 6/5 999 Horz(TL) 0.02 5 IVa Min Length / LL deft = 480 Weight: 68 (lbs) BRACING TOP CHORD Sheathed or 4`10-15 on center purlin specing. BOT CHORD 1-6:6-3A3, 5-6:6-3-0. FORCES TOP CHORD 1-2=-1210, 2-3---914, 3-4=-914, 4-5=-1210 BOT CHORD 5-6=874, 1-6=874 WEBS 2-6=-3~18, 3-6=663, 4-6=-318 NOTES 1 ) This truss has been designed for the wind loads generated by 90.0 m.p.h, winds at 16.0 feet above ground level, using 7.0 p.s.f, top chord dead load and 10.0 p.s.f botlom chord dead load, 100,0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. LOAD CASE(S) Standard 1 MACDON / CALIFORNIA 14 1 Job Truss Truss Type Qty Ply MC4 HIP McDONALD$ RESTAUFJ~NT, MATTITUCK NY NASSAU SUFFOLK! 289-6900 3.300 s May 26 1995 MiTek Industries, Inc. Wed Jun 14 11:33:O3 1995 Page 1 9-4-0 I 15-0-0 I 38-0-8 ~ 47-4-8 9-4-0 5-8-0 23-0-8 9-4-0 26-6-6 47-4-8 ~-4-~ 6-4-15 I 11-2-10 I 1~-0-6 I 20-10-2 ~3-8-~ I 31-4-2 I 36-1-44 I 40-11-9 I 4E-0-8 I I 2-4-04-0-15 4-9-12 4-9-12 4-9-12 2-10-2 4-8-12 4-9-12 4-9-11 4-0-152-4-0 2-10-2 Plate Offsets (X,Y}: [2:0-0-0,0-2-0], [3:0-2-4,0-2-0], [5:0-2-4,0-2-0], [16:0-2-8,0-2-0], [17:0-0-0,0-2-0], [21:0-2-4,0-2-0], [27:0-2-0,0-2-0], [29:0-2-4,0-2-0] LOADING (psf)I sPACING 2-O-O 40.0 plates Increase 1.15 TCLL 15.0 TCDL 10.0 Lumber Increase 1.15 BCLL 0.0 Rep Stress Incr NO BCDL Code TPI esi TC 0.91 BC 0.99 %qB 0.94 (Matrix) DEFL (in)(toc) 1/dell Vert(LL) 1.11 10 458 Vert(TL) 1.80 10 282 Horz(TL) 0.20 19 n/a Min Length / LL dell = 240 pLATES GRIP M20(20ga) 199/146 M20H(20ga) 193/162 Weight: 369 (lbs) TOF CHORD BOT CHORD OTHERS REACTIONS FORCES TOP CHORD BOT CHORD WEBS 2 X 6 SYP SS *Except* 1-2 2 X 6 SYP No.2, 17-18 2 X 6 SYP No.2 2 X 8 SYP DSS 2 X 4 SPF Stud *Except* 2-30 2 X 4 SYP No.2 29-3 9 X 4 SPF 2100F 1.8E 27-5 2 X 4 SYP No.2 14-23 2 X 4 SYP NO.2 16-21 2 X 4 SPF 2100F 1.SE 17-20 2 X 4 SYP No.2 2 X 4 SPF Stud (lbs/size) Max Uplift BRACIN~ TOP CHORD HOT CHORD 31=3699/0-7-8, 19=3692/0-7-8 31=-339(load case 2) 31=-443(load case 4), 19=-442(load case 4) Sheathed or 1-4-11 on center purlin spacing. 1-31:6-3-0, 30-31:6-3-O, 29-30:6-3-0, 28-29:6-3-0, 21-22:6-3-0, 20-21:6-3-O, 19-20:6-3-0, 18~19:6®, 27-28:6-3-0, 26-27:6-3-0, 25-26:6-3-0, 24-25:6-3-0, 23-24:6-3-0, 22-23:6-3-0. 1-2=-148, 2-3=-4646, 3-4--9441, 4-5=-9441, 5-6=-12462, 6-7=-12462, 7-8=-13716, 8-9=-13716, 9-10=-138T2, 10-11=-13872, 15-16~-9396, 16-17=-4634, 17-18=-144 18-19~36, 19-20=941, 20-21=4633, 21-22=9396, 22-23=9396, 23-24912462, 24-25=13733, 25-26=13716, 26-27=12462, 27-28=9441, 28-29=9441, 29-30=4644, 30-31=947, 1-31=40 2-31=-3322, 2-30=4703, 3-30=-2906, 3-29=5406, 5-29=-2380, 5-27=3404, 7-27=-1416, 7-26=1413, 9-26=-540, 9-25-208, 14-2393455, 14-21--2361, 16-21=5368, 16-20~-2901, 17-20=4693, Continued on page 2 Jo~ I Truss Truss Type Qty Ply MACDON MC4 CALIFORNIA HIP 14 1 McDONALDS RESTAURANT, MATTITUCK NY NASSAU SUFFOLK 289-6900 3.300 s May 26 1995 MiTek Industries, Inc. Wed Jun 14 11:33:05 1995 Page 2 NOTES I) This truss has been designed for the wind loads generated by 90.0 m.p.h, winds at 16.0 feat above ground level, using 7.0 p.s.f, top chord dead load and 10.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase ~ 1.33. Both end uerticats are exposed. 2) Provide adequate drainage to prevent water ponding. 3) Studs to be fastened with 1X4 M20 plates. 4) Extension(s) at joint(s) 2, 17 must be supported. LOAD CASE (S) 1) Lumber Increase~l.15, Plate Increase~l.15 Uniform Loads (lbs per ft) 19-20=-30.0, 20-21=-30.0, 21-22=-30.0, 22-23=-30.0, 23-24=-30.0, 24-25=-30.0, 25-26=-30.0, 26-27=-30.0, 27-28=-30.0, 28-29=-30.0, 29-30--30.0, 30-31--30.0, 1-31=-30.0 Concentrated Loads (lbs) Vert:5--200.0, 6=-200.0, 13--200.0, 14=-200.0 Trapezoidal Loads (lbs per ~t} ~ MC4A CALIFORNIA 2 1 Job ' Truss Truss T~pe Qty Ply MACDON HIP McDONALDS RESTAURANT, MATTITUCK NY NASSAU SUFFOLK 289-6900 3.300 s May 26 1995 MiTek Industries, Inc. Wed Jun 14 11:33:35 1995 Page I 9-4-0 I 30-0-8 I 47-4-8 9-4-0 28-8-8 9-4-0 26-6-6 47-4-8 ~-4-~ 6-4-15 I 11-2-10 i 16-0-6 I 20-10-2 ~3-8-~ I 31-4-2 I 36-1-14 I 40-11-9 I 45-0-8 I I 2-4-0 4-0-15 4-9-12 4-9-12 4-9-12 2-10-2 4-9-12 4-9-12 4-9-~1 4-0-15 2-4-0 2-10-2 Plate Offsets (X,Y): [2:0-0-0,0-2-0], [3:0-2-8,0-2-0], [15:0-2-8,0-2-0], [16:0-0-0,0-2-0], [20:0-2-4,0-2-0], [28:0-2-4,0-2-0] LOADING (psf} SPACING 2-4-0 CSI 40.0 Plates Increase 1.15 TC 0.93 TCLL 15.0 TCDL 10.0 Lumber Increase 1.15 BC 1.00 BCLL 0.0 Rep Stress 1ncr NO WB 0.96 BCDL Code TPI (Matrix] LUMBER TOP CHORD 2 X 6 SYP SS *Except* BOT CHOBD OTHERS BOT CHORD WEBS DEFL (in)(loc) 1/defl Vert(LL) 1.1I 9 456 Vert(TL) 1.81 9 281 Horz(TL) 0.20 18 n/a Mln Length / LL defl = 240 TOP CHORD 1-2 2 X 6 SYP No.2, 16-17 2 X 6 SYP No.2 2 X 8 SYP DSS BOT CHORD 2 X 4 SPF Stud *Except* 2-29 2 X 4 SYP No.2 28-3 2 X 4 SPF 2100F 1.SE 26-5 2 X 4 SY? No.2 13-22 2 X 4 SYP No.2 15-20 2 X 4 EPF 2100F 1.SE 16-19 2 X 4 SYF NO.2 2 X 4 SPF Stud (lbs/size) 30_3808/0-7~8, 19-3810/0-7-8 Max Horz 30=-396(load case 2) Max Uplift 30=-460(load case 4), 18=-461(load case 4) PLATES GRIP M20(2Oga) 199/146 M20H{20ga) 193/162 Weight: 370 (lbs) 1-2=-123, 2-3=-4641, 3-4=-9286, 4-5~-9286, 5-6=-12400, 6-7=-13868, 7-8=-13868, 8-9--14043, 9-10=-14043, 10~11=-13868, 16-12=-13868, 12-13=-12399, 13-14=-9284, 14-15=-9284, ~5-16=-4642, 16-17=-118 17-18=3, 18-19=932, 19-20=4641, 20-21=9284, 21-22=9284, 22-23=12399, 23-24=13868, 24-25~13868, 25-26=12400, 26-27=9286, 27-28=9286, 28-29=4640, 29-30=935, 1-30=6 2-30=-3400, 2-29-4712, 3-29=-2909, 3-28=5236, 5-28=-2269, 5-26=3509, 6-265-1430, 6-25=1655, 8-25--646, 8-24=233, 9-24=-240, 10-24=233, 10-23=-646, 12-23=1656, 12-22~-1430, 13-22=3510, 13-20=-2269, 15-20=5233, 15-19--2908, 16-19=4715, 16-18=-3405 Sheathed or 1-4-8 on center purlin spacing. 1-30:6-3-O, 29-30:6-3-0, 2~-29:6-3-O, 27-28:6-3-0, 20-21:6-3-0, 19-20:6-3-0, 18-19:6-3-0, 17-18:6-3-0, 26-27:6-3-0, 25-26:6-3-0, 24-25:6-3-0, 23-24:6-3-0, 22-23:6-3-0, 21-22:6-3-0. NOTES Continued on page 2 Job Truss Truss Type Qty Ply MACDON MC4A CALIFORNIA HIP 2 1 McDONALDS RESTAURANT, MATTITUCK NY NASSAU SUFFOL~ 289-6900 3.300 s May 26 1995 MiTek Industries, Inc. Wed Jun 14 11:33:38 1995 Page 2 NOTES 1) This truss has been designed for the wind loads generated by 90.0 m.p.h, winds at 16.o feet above g£ound level, using 7.0 p.s.f, top chord dead load and 10.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33~ Plate Increase = 1.33. Both end verticals are exposed. 2) provide adequate drainage to prevent water ponding. 3) studs to be fastened with 1X4 M20 plates. 4) Extension(s) at joint(s) 2, 16 must be supported. LOAD CASE(S) Uniform Loads (lbs per ft) Trapezoidal Loads (lbs per ft) Job Truss Truss Type MACDON MC4G COMMON NASSAU SUFFOLK LUMBER & SUPPL Oty Ply 3.300 s May 26 1995 MiTek Industries, Inc. Wed Jun 14 11:23:22 1995 Page 1 9-O-8 I 14-10-13 I 20-9-2 I 26-7-6 I 32-5-11 I 38-4-0 I 47-4-8 I 9-08 ~10-5 5-10-5 ~105 ~105 ~105 9-0-8 · 12'4-01 9-08 I 14-1013 I 20-9-2 I 26-7-6 I 32-5-11 I 36-4-0 I 46-0-8 ¢7-4-§ 2-4-0 6-8-8 5-10-5 5-10-5 5-105 6-10-5 6-16-5 6-6-8 2-4-0 Ptete Offsets (X,Y): [2:O~3-4,O2-121. [3:O-I -12,0-2-0], [7:0-1-12,02-0], [6:O3-4,0-2-12], [10:0-0-8,0-O-0], [12:0-O-0,0-2-4], [13:0~:~-0,0-5~], [14:0-1-12,0-2-0], [16:0-0-0,0-5-8J, [17:0-0-0,0-2-4], [19:0-O8,0-4-0] PLATES GRIP M20(20ga) 199/146 LOADING (psf) ] SPACING TCLL 40.0 I Plates Increase TCDL 10,0 Lumber Increase BCLL 0.0 Rep Stress lncr BCDL 15.0 Code LUMBER 2-0-0 CSI 1.00 TC 0.65 1,00 BC 0.66 NO WB 1.00 TPI (Matrix) TOP CHORD 2 X 6 SYP No,2 BOT CHORD 2X6SYP DSS WEBS 2 X 4 SPF Stud *Except* W1 2 X 4 SPF 2100F t .SE, W3 2 X 4 SYP No.2 WI 1 2 X 4 SYP No.2, W13 2 X 4 SPF 2100F 1.8E DEFL (in) (loc) IJdefl Vert(LL) 0.31 15/14 999 Vert(TL) 0.50 15/14 999 Horz(TL) 0.14 10 n/a Length ILL deft = 480 Weight: 335 (tbs) BRACING TOP CHORD Sheathed or 4-10-14 on center purlin spacing, BOT CHORD Rigid ceiling directly appliod, or 10-00-00 on center bracing, WEBS t Row at midpt 19-2, 8-10 REACTIONS (lbs/size) 19=9111/0-5-8, 10=9013/0-5-8 Max Horz 19=-375(Ioad case 2) Max Uplift 19=-915(Ioad case 4), 10=-896(Ioad case 4) FORCES TOP CHORD 1-2=579, 2-3=-10273~ 3-4=-12163, 4-5=-12163, 5-6=-12163, 6-7=-12214, 78=-10393, 8-9=338 BOT CHORD 9-10=-51, 10-1 I=6599, 11-12=6599, 12-13=10392, 13-14=10392, 14-15=12214, 15-16= 10271, 16-17= t 027t, 17-18=6387, 18-t 9=6387, 1-19=-243 WEBS 2-19=-9677, 2-18=1547, 2-17=5995, 3-I 7=-2832, 3-15=2927, 4-15=-563, 6-15=-78, 6-14=-519, 7~14=2819, 7-12=-2742, 8-12=5854, 6-11 =1578, 8-10=-9531 NOTES 1) 2.ply truss to be connected together with 10d nails as follow~: Top chords connected with 1 row(s) at 12 inches on center, Bottom chords connected with 1 row(s) at 9 inches on center. Webs connected with 1 row at 6 inches on center. Continued on page 2 Job Truss Truss Type MACDON MC4G COMMON NASSAU SUFFOLK LUMBER & SUPPL Qty Ply 3.300 s Mag 28 1 ~ MiTek industries, Inc. Wed Jun 14 11:23:27 1908 Paoe 2 NOTES 2) This truss has been designed for the wind loads generated by 90.0 m.p.h, winds at 16.0 feet above ground level, using 7.0 p.s.f, top chord dead load and 10.0 p.s.f bottom chord dead load, 100,0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verttcals are exposed. LOAD CASE(S) 1) Lumber Increase=1.00, Plate Increaee=l Uniform Loads (lbs per ft) Vert:1-2=-100.0, 2-3=-100.0, 34=-t (30.0, 4-5=-100.0, 5-6=-100.0, 6-7=-100.0, 7'-8=-100.0, 8-9=-100.0, 9-10=-282.6, 10-11 =-282.6, 11-12=-282.6, 12-13=-282.6, 13-14=-282.6, 1 4-15--.-282.6, 15-16=-282.6, 1 6-17=-282.6, 17-18=-282.6, 18-19=-282.6, 1-19=-282.6 Job Truss Truss Type MACDON MC5 ROOF TRUSS NASSAU SUFFOLK LUMBER & SUPPL Q[y Ply 15 1 3.300 s May 26 1995 MiTek Industries, Inc. Wed Jun 14 11:23:58 1995 Page 1 4-8-0 9-4-0 I I I 4-8-0 4-8-0 3×4 ~ oo ~ 5 2.5x4 = 7-9-0 I 9~-0 I 7-0-0 2-4-0 Plate Offsets (X,Y): [4:6`1-3,0-1-13] LOADING (psi) SPACING TCLL 40.0 Plates increase TCDL 10.0 Lumber Increase BCLL 0.0 Rep Stress Incr BCDL 15.0 Code LUMBER TOP CHORD BOTCHORD WEBS OTHERS WEDGE REACTIONS 2-6`0 CSI 1.00 TC 0.99 1.00 BC 0.29 YES WB 0.33 TPI (Matrix) DEFL (in) (loc) I/deft PLATES GRIP Vert(LL) 0.05 5/4 999 M20(20ga) 199/146 Vert(TL) 0.08 1/5 999 Hor-z(TL) 0.00 5 n/a Mtn Length / LL deft = 480 Weight: 53 (lbs) I~RACING 2 X 4 SYP No.2 2 X 4 SYP No.2 2 X 4 SPF Stud *Except* W1 2 X 4 SYP No.3 2 X 4 SPF Stud Right: 2 X 4 (lbs/size) 1=353/0-3-8, 5=841/0-8-0 Max Horz 1=-629(Ioad case 2) Max Uplitt 1 =-336(Ioad case 2), 5=-178(load case 4) Max Vert 1 =370(load case 3), 5--841 (load case 1 ) TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 1-5:6-3-0, 4-5:6-3-0. FORCES TOP CHORD BOTCHORD WEBS 1-2=-179, 2-3=-175, 3-4=429 4-5=-195, 1-5=t 25 1-3=-157, 3-5=-7t 2 NOTES 1) This truss has been checked for unbalanced loading conditions about joint 2. 2) This truss has been des[greed for the w[~d loads generated by 90.0 m.p.h, v~nds ~,t 16.O fe~t above ground level, using 7.0 p.s.f, top chord dead load and 10.0 p.s.f b~ttom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Incroase = 1.33. Both end verticals are exposed. LOAD CASE(S) Standard T Job JTruss Truss Typo / MACDON ~MC6 ROOF TRUSS NASSAU SUFFOLK LUMBER & SUPPL Q~y P~y 2 1 3.300 s May 26 1G95 MiTek Industries, Inc. Wed Jun 14 tl :24:30 1995 Page 1 2-0-0 I ~4-0 [ 2~0.0 7-4-0 2.5x4 = 2-0-0 I 7~0~ I 9-4-0 2-0-0 5-0~0 2-4-0 Plate Offsets (X,Y}: [4:0-1-3,0-1-13], [5:0-6-0,0-1-8] LOADING (pst) SPACING 2-0-0 TCLL 40.0 I Pta[es ~n~rease TCDL 10.0 I Lumber Increase 1.00 BCLL 0.0 I Rep Stress Incr YES BCDL 15.0 I Code TPI LUMBER TOP CHORD 2 X 4 SYP No.2 *Except* T22X4SYP SS BOT CHORD 2X4SYP No.2 WEBS 2X4 SPF Stud OTHERS 2 X 4 SPF Stud WEDGE Right: 2 X 4 CSI TC 0.87 BC 0.33 WB 0.45 (Matrix) DEFL (in) (Icc) I/deft ~ PLATES GRIP Ver[(LL) 0.05 5/4 999 l M20(2Oga) 199/146 Vert(TL) 0.08 1/5 999 Horz(TL) 0.00 5 n/a Min Length / LL deft = 480 Weight: 52 (lbs) BRACING TOP CHORD Sheathed or 6-0q:) on center purlin spacing, except end verticals. BOT CHORD 1-5:6-3~,4-5:6-3-0. WEBS 1 Row at midpt 3-5 REACTIONS (lbs/size) 1=353/0-3-8, 5=841/6-6-0 MaX Ho~z l=-Sgg(toad case 2) Max Uplif~ 1=-217(Ioad case 2), 5=-179(load case 4) MaX Vert 1=368(Ioad case 6), 5=841(Ioad case 1 ) FORCES TOP CHORD 1-2-~-93, 2-3=1,3-4=799 BOT CHORD 4-5---449, 1-5=59 WEBS 1-3---193, 3-5=-809 NOTES 1) This truss has been checked for unbalanced loading conditions about joint 2. 2) This truss has been designed for the wind loads generated by 90.0 m.p.h, winds at 16.0 feet above ground level, using 7.0 p.s.f, top chord dead load and t 0.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. LOAD CASE(S) Standard IJMOb Truss Truss Type ACDON . MC7 ROOF TRUSS NASSAU SUFFOLK LUMBER & SUPPL Q~ Pl~ 2 1 3.300 s May 26 1995 MiTek Industries, Inc. Wed Jun 14 11:24:55 1995 Page I I 4-0q3 I 9-4~ ~ 4-0-0 ? 4x4 = 5 LOADING (pst) TOLL 40.0 TCDL 10,0 BOLL 0.0 BCDL 15.0 4-0-0 I 7-0-0 I 9-4-0 4-0-0 3.0-0 2-4-0 SPACING 2-0-0 CSI Plates Increase 1.00 TO 0.46 Lumber In(;rease 1.00 BO 0.70 Rep Stress lncr NO WB 0.45 Cede TPI (Matrix) LUMBER TOP CHORD 2 X 6 5YP No.2 BOTCHORD 2XbSYP No.2 WEBS 2 X 4 SPF Stud (lbs/size) 1=618/0-3-8, 5=t472/0-8-0 Max Horz 1=-362(Ioad case 2) MaxUpliff l =-135(Ioad case 2), 5=-24g(I°ad case 4) REACTIONS DEFL (in) (Icc) !/deft Vert(LL) 0.05 1/5 999 Vert(TL) 0.08 1/5 977 Horz(TL) 0.00 5 n/a Min Length / LL deft = 480 pLATES GRIP M20(20ga) 199/146 Weight: 62 (lbs) BRACING TOP CHORD Sheathed or 6-0-0 on senter purlin spacing, except end verticals. BOT CHORD 1.5:6-3-0, FORCES TOP CHORD 1~=.193,2-3=-1,3~=541 BOTCHORD ~5=-300,1-5=88 WEBS 1~=-128,~5=-712 NOTES 1 ) This truss has been checked for unbalanced loading conditions about joint 2. 2) This truss has been designed for the wind loads generated by 90.0 m.p.h, winds at 16.0 feet above ground level, using 7.0 p.s.f, top chord dead Icad and 10.0 p.s.f bottom chord dead Icad, 100.0 miles from hurricane cceantine, on a Category ~ enclosed buiMing, cf d{mensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. LOAD CASE(S) 1) Lumber [ncrsese=t .00, Plate Incrsese=l Uniform Loads (lbs per fl) Vert:2-3=-100.0, 3~.=-100,o, 4-5=-127.5, 1-5=-127.5 Job Truss Truss Type MACDON MC8 ROOF TRUSS NASSAU SUFFOLK LUMBER & SUPPL Qty Ply 2 1 3.300 s May 26 t995 MiTek industries, Inc. Wed Jun 14 11:25:16 1995 Page 1 7-5-0 4 LOADING (ps/) TOLL 40,0 TCDL 10.0 BOLL 0.0 BCDL 15.0 LUMBER J SPACING 2-0-0 esl DEFL (in) (loc) I/deft Plates Increase 1.00 TO 0.58 Vert(LL) 0.03 3 999 Lumber Increase 1.00 BC 0.08 Vert(TL) 0.05 3 876 Rep Stress Incr YES W8 0.72 Horz(TL) 0.00 I n/a Code TPI (Matrix) Mtn Length / LL del] = 480 TOP CHORD 2 X 6 SPF t650F 1.4E BDT CHORD 2 X 6 SPF 1650F 1.4E WEBS 2 X 4 SPF Stud REACTIONS (lbs/size) 1=-19/0-6-8, 4=964/6-11-5 Max Horz 4=-348(Ioad case 2) MaxUplilt 1=-106(Ioadcase2),4=-291(Ioadcase4) Max Ver[ 1=121(load case 3), 4=964(Ioad case 1) BRACING PLATES GRIP M20(20ga) 199/146 Weight: 34 (lbs) TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BDT CHORD 1-4:6-3-0,3-4:6-3-0, FORCES TOP CHORD 1-2=33, 2-3=972 BDT CHORD 3-4=-702, 1-4=0 WEBS 2-4=-1047 NOTES 1 ) This truss has been checked for unbelanced loading conditions about joint 2. 2) This truss has been designed for the wind loads generated by 90.0 m.p.h, winds at 16.0 feet above ground level, using 7.0 p.s.f, top chord dead load and t 0.0 p.s.f bottom chord dead load, 100.0 miles from hurricane cceanline, on a categonJ I enck~ed building, of dimens'~ns 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. LOAD CASE(S) Standard Job Truss Truss Type M^CDON MC9 ROOF TRUSS NASSAU SUFFOLK LUMBER & SUPPL Qb/ Ply 4 1 3.300 s May 26 1995 MiTek Industries, Inc. Wed Jun 14 11:25:34 1995 Page 1 5-4-O 5-4-0 2 5x4 = 4 (~-5-~ 2-4-0 2~-8-p 5-4-0 ~ 0-5-8 1-10-8 0-4-0 2-8-0 Plate Offsets (X,Y}: [3:0-1-3,0-1-13] LOADING (psf) SPACING TCLL 40.0 Plates Increase TCDL 10.0 Lumber Increase BCLL O.O Rep Stress Incr BCDL 15.0 Code LUMBER TOP CHORD BOTCHORD WEBS OTHERS WEDGE REACTIONS 2-0-0 CSI 1.00 TC 0.87 1.00 BC 0.07 YES WB 0.40 TPI (Matrix) DEFL (in) (Io~) i/deft PLATES GRIP Vert(LL) 0.01 3 999 M20(20ga) 199/146 Vert(TL) 0.02 3 999 Ho~(TL) 0.(X) 1 Min Length / LL deft = 480 Weight: 28 (lbs) BRACING 2 X 4 SYP No.2 2 X 4 SYP No.2 2 X 4 SPF Stud 2 X 4 SPF Stud Right: 2 X 4 ()bs/s~ze) 1---20/0-5-8, 4¢694/0-8-0 Max Horz 4=-365(Ioad case 2) Max Uplift 1=-237(Ioad oase 2), 4=-210(Ioed csee 4) Max Ve~t 1 =241(load case 3), 4=694(Ioad case 1) TOP CHORD Sheathed or 6-0-0 on center purlin specing, except end verticats. BOT CHORD 1-4:6-3-0, 3-4:6-3-0. FORCES TOP CHORD 1-2=37, 2-3=611 BOT CHORD 3~4=-351, 1-4=0 WEBS 2.4=-675 NOTES 1) This truss has been checked for unbalanced loading conditions about joint 2. 2) This truss has been designed ~'or the wind loads generated by 90.0 m.p.h, winds at 16.0 feet above ground level, using 7.0 p.s.f, top chord dead Icad and 10.0 p.s.f bottom chord dead Icad, 100.0 miles from hurricane ~ce~line, on a oatego~,J I enclosed building, of dimensions 45.0 b~ 24.0 v~th exposure C (ASCE 7-93), Lumber Increase = ~ .33, Plate Increase = 1.33. Both end verticals are exposed. LOAD CASE(S) Standard VALErlO AssoCiATES P C -' CONSULTING ENGINEER~ ~.) ' I PAUL P. VAL~RtO, P.~. ' PRINCETON, NEW JERSEY JoHN C, VALERIO, P.L ' [ ~a~h 29, [99S GUstavson/Dundes, i92 LeXington Ave./Sdite 80i NeW York, NY 10016 Att.* Brad Gustavson~ Re, Proposed McDonald's StOre Mattituck, NY Dear Brad, ., , · At your request I visited the above referenced~site on March 23rd to examine ~the foundation that has been placed. ~enerally the over-all dimetts~onS are in agreement with the foundation plan dated Ha~'~h 3~ 1994. However ~here are some Var~ations and a~pa~e~t~y' mod~fioa[ions were co~struCti0n ':~ ' ' Aloh~ the front Wall~anB, at the east and west return, s, a concrete foundation wall~ wa~ ~o~struc[ed. See foundation plan and ~hotograph. ~ ~ ~i ~ ~ ~ : ~ ~ ~ar ~all, a ~o~d ~a[1 ~as added d~tee[~on ~o accommodate [he b~[ldinq foot prifi[ ~h~ch apparen~l~ ~as no~ ini[~11y eons[ru~ed. See ~ounda~ton plan and pho[o~aph. : : : ~ I ' ' columns Ancho~ bol[e Were no~ ;in~ta~ied to receive the along the founda%ioh Wall. ~i ~ :~ In~erior a~d ex~i0~ ~ob[~M~B Were not observe4 and ep~arently not pl~d~.~ ';:~ . i ~ : i : ,, Th~ addi%ional ~Ound~i0~ ~bnc~ete placed in order to aoeommo~at~ ~he b~ildi~o~nt will not adgersely effect the ~ral ~h~e~l!~lO~ '~h~ ~tru~ture. HoWever the ~ole[e4 o0nore[~ f00h~ng~a~ the fro,t of the building must be eOordinated with' ~h~e~,e~e[e alread~ placed. PleaSe don'~ hee~tate to,~a[~ ~f you have any question. Lttr~ truly, L~RiO ASSOCIATES, Valerto, P.E. PPv/rb McDonald*s Matti~uck, NY View at c0natruetion y 200 feet from street View which show deviatiofl fr'om foundation plan at north east corner McDonald's Matt|tuck, NY View show deviation f 07 ~f titidatlon plan (west wall) at r~orth west cor'ner. McDonald's Mattituck, NY View~ looking hoi~th~at s~th. ~al~[ Oot-iler', Note inter'lot f~undation wall not or, fonndatlon plan. sollth east eort~er,: Note extension of foundation wall View looktng~ West iii ~ ' "~' ;~' ' :~ ' (towards south) as a separatO 'eonei~ete potlr. McDonald's Mattituck, NY ¥tew lookii~g hot'th See comment in! photograph looking i .... i :' View east at southi corner.': See comment in i)hotograph #6. TWOMEY~ ~ATHAM~ ~HEA ~ KE/uLEY I~IVEI~HEAD~ NEW ¥O1~K 11901 516-727-2180 TELEFAX: 516-727-1767 (MAIN) 618-727-177B (ANNEX) April 5, 1995 Mr. Thomas G. Fisher Southold Town Building Inspector Southold Town Hall 53095 Main Road Southold, New York 11944 Re: Build,n? permit Dear~Mr. Fisher: of COFAM Realty Co. This office represents the North Fork Environmental Council. We respectfully request that a stop order pursuant to Town Code ~100-283 and/or a revocation of permit pursuant to Town Code ~100-282 be issued to the above applicant for the reasons for fully set forth below. First, the subject building permit was issued pursuant to a special exception granted to the applicant by the Zoning Board of Appeals by 3 to 2 vote on December 16, 1991. Pursuant to Town Code ~100-262C that special exception was valid for only a six month period ending on June 16, 1992. Although we are not aware that any extension has been granted by the Zoning Board of Appeals, the applicant was eligible for only a single, six-month extension which would extend the special exception grant to December 16, 1992. Having not obtained a building permit prior to the expiration of the special exception, any permit issued after the special exception expired is void. Second, the building permit was granted on April 4, 1994 (after the expiration of the special exception), and although some construction began, the use for which the permit was issued, i.e. fast food service restaurant became a non-conforming use on May 20, 1994 making the building permit ineffective providing the applicant had not vested its rights in said building permit. Under New York Law an owner will be permitted to complete a structure or a development which an AMY B, TURNER OFCOUNSEL amendment to the Zoning Code has rendered non-conforming only where the owner has undertaken ~ construction and made ~ ~%~ prior to the effective date of the amendment. Matter of Elllnqton Construction Corp. v. Zonina Board of A~Deals of the Incorporated Villaae of New ~_t~, 77 N.Y.2d 114, 564 N.Y.S.2d 1001, 566 N.E.2d 128 (1990). In the landmark case of ~e~chenbach v. Windward at Southampton, 80 Misc.2d 1031, 364 N.Y.S.2d 283 (Sup. Ct. Sp. Term., Suffolk Co. 1975), aff'd on opinion of Supreme Court, Lazer, J., 48 A.D.2d 909, 372 N.Y.S.2d 985, motion for leave to appeal dismissed, 38 N.Y.2d 912, 382 N.Y.S.2d 757, 346 N.E.2d 557, it was established that only expenditures made by the developer prior to the effective date of the new D~ could be considered in determining whether substantial expenditures were made. In the ~ case it was determined that a developer who had constructed footings and done foundation work for a total investment of $6,495 relative to an overall construction price of $600,000, had not expended substantial sums and had not vested rights in a building permit. In the instant application, the only work that was done prior to the effective date of the new ordinance was the clearing of the lot, excavation and the installation of footings. No foundation had been poured. Estimates of the cost of work actually completed are in the range of $9,000 to $10,000 while the applicant has estimated itself in its building permit application that the cost of construction would be $300,000 and estimated to the New York State Department of Transportation in its highway work permit form on file with the Building Inspector, that it will have to do some additional $100,000 in road improvements. Thus, of an estimated cost to which applicant has admitted of $400,000, which we submit is low for the cost of work actually to be done, the applicant completed only footings at the site prior to May 20, 1994, for a possible total expenditure of $9,000 to $10,000. Clearly, the test for vesting rights in the permit under ~ and ~ug~ have not been met, and the building permit should be revoked and a stop order issued. It should be noted here that expenditures on plans, specifications and building materials, or in obtaining permits, not create vested rights. See, ~ and Thompson v. Department of Environmental Conservation 130 Misc.2d 123, 495 N.Y.S.2d 107 (Sup. Ct. Special Term Suffolk Co. 1985). order be revoked. For the reasons set forth herein, we request a stop issued immediately and the building permit be Please advise of your determination immediately. Sincerely, CK:Js CERTIFIED MAIL. RETURN cc: Mr. David M. Goldman cc: Southold Town Board cc: Laury Dowd, Esq. RECEIPT REOUESTED PLANNING BOARD MEMBERS Richard G. Ward, Chairman George Ritchle Latham, Jr. Bennett OrlowskJ, Jr. Mark S. McDonald Kenneth L. Edwards Town Hall, 53095 Main Road P. O. Box 1179 Southold, NewYork 11971 Fax (516) 765-3136 Telephone (516) 765-1938 PLANNING BOARD OFFICE TOWN OF SOUTHOLD March 29, 1994 C~arles R. Cudd¥ Attorney at Law 180 Old Country Rd.(Rte. Riverhead, NY 11901 Re: Proposed site plan for BurGer King Restaurant SCTM 1000-122-7-3.1 Dear Mr. Cuddy: The following resolution was adopted by the Southold Town Planning Board at a meeting held on Monday, March 28, 1994: WHEREAS, Cofam Realty Co. is the owner of the property known and designated as the site for Burger King Restaurant, located at Main Road, Mattituck, SCTM# 1000-122-7-3.1; and WHEREAS, a formal application for the approval of this site plan was submitted on May 25, 1993; and WHEREAS, the Southold Town Planning Board, pursuant to the State Environmental Quality Review Act, (Article 8), Part 617, declared itself lead agency, and issued a conditional Negative Declaration on November 15, 1993; and WHEREAS, all conditions in the Negative Declaration of November 15, 1993 have been met; and WHEREAS, a Special Exception was granted by the Zoning Board of Appeals on December 16, 1993 and confirmed for the above project on March 30, 1993; and Page 2 Proposed site plan for Burger King Restaurant March 29, 1994 WHEREAS, the Planning Board had requested that a declaration of covenants be filed, that there be no buildings or structures forward of the front line of the building shown on the approved site plan dated, as last revised on March 22, 1994 and no further building, structure or other improvement may be made at the property described in Schedule "A" without the approval of the Town of Southold Planning Board; and WHEREAS, the applicant has filed the requested declaration of covenants with the County as shown on the final survey dated, last revised on March 22, 1994; and as WHEREAS, this site plan,was certified by Thomas Fisher, Building Inspector, on March 28, 1994; and WHEREAS, this site plan was reviewed and accepted by the Zoning Board of Appeals on March 28, 1994; and WHEREAS, all the requirements of the Site Plan Regulations of the Town of $outhold have been met; and now therefore BE IT RESOLVED, that the Southold Town Planning Board approve and authorize the Chairman to endorse the final survey dated March 22, 1994, subject to a one year review from date of building permit. Enclosed please find a copy of the survey which was endorsed by the Chairman. Please contact this office if you have any further questions. Sincerely, Chairman enc. cc: Thomas Fisher, Building Inspector in Charge Scott Russell, Board of Assessors Gerard P. Goehringer, Chairman, Board of Appeals G~-IAI:~LES iq.. GUDDY ATTORNEY AT LAW 180 OLD OOUNTRY ~IV~RH:AD, NY March 25, 1994 Building Inspector Town of Southold 53095 Main Road, P.O. Box 1179 Southold, New York 11971 Re: Cof~. Realty (Burger King) Dear Sir: Enclosed herewith is the site plan for the above application which has last been revised on March 22, 1994 (to show the dumpster moved from one location to another). Would you please certify this plan as in accordance with the Building Code. If at all possible, I would appreciate your expeditiouss; handling of this request since the application is before the Planning Board on Monday evening, March 28th. CRC:ejc Enc. yours, Charles R. APPEAI~ BOARD MEMBERS Gerard P. Goehringer, Chairman Serge Doyen, Jr. James Dinizio, Jr, Robert A. Villa Richard C. Wil~on Telephone (516) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD March 2~. 199~ Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1800 Charles R. Cuddy. Esq. 180 Old Country Road P.O. Box-lSd7 Riverhead. NY 11901-1S~7 Re: Special Exception - Cofam Realty [Fast-Food Restaurant} Dear Mr. Cuddy: Thank you for providing us with the-map updated March 22. 199~. It was noted that the updates..or amendments, shown-on this-map do not in any way affect the footprint, building location, setbacks; and other areas which were restricted and approved by the Z.B.A. determination of December 16. 1991. Also. this is to confirm that~ after review for acquiescence purposes, this map has been made a ,part of~ our,file, for permanent recordkeeping purposes and' does in~ all respects meet the require- ments of our Special Exception decision rendered December 16~ 1991. For your information one .print of, the January 5. 199~ map was also recently furnished by Mr. Kassner. Site Plan Reviewer. from the Planning Board Office for our permanent records. Very truly yours. GERARD P. GOEHRINGER CHAIRMAN APPEALS BOARD MEMBERS Gerard P. Goehringer, Chairman Charles Grigonis, Jr. Serge Doyen, Jr. ]ames Dinizio, Jr. Robert A. Villa Telephone (516) 765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD ACTION OF THE BOARD OF APPEALS SCOTT L. HARRIS Supervisor Town Hall, 53095 Main Road P.O. Box 1179 Southold, New York 11971 Fax (516) 765-1823 Telephone (516) 765-1800 Upon Application No. 3970 dated November 19, 1991 made by COFAM REALTY COMPANY for a Special Exception to the Zoning Ordinance, for a fast-food restaurant and a drive-through restaurant window facility. Provisions of the Zoning Code under which this application has been made is Article X, Section 100-101B. WHEREAS, after due notice, public hearings were held on March 8, 1991, April 5, 1991, and November 21, 1991, at which time all persons, corporations, organizations and the like, who desired to be heard were heard and their testimony recorded; and WHEREAS, the Board has carefully considered all testimony and documentation submitted concerning this application; and WHEREAS, the Board members have personally viewed and are familiar with the premises in question, its present zoning, and the surrounding areas; and WHEREAS, the Board made the following findings of fact: SITE INFORMATION 1. The premises in question is located along the south side of the Main Road (State Route 25) in the Hamlet of Mattituck, Town of Southold, and is identified on the Suffolk County Tax Maps as District 1000, Section 122, Block 7, Lot 3.1. 2. The subject premises is vacant land and consists of a total area of 130,621 sq. ft. (2.9986 acres), with 371.37 ft. - frontage along the Main Road and 317.14 ft. along Old Main Road. 3. Architectural renditions have been furnished for reliance by the board members in making this determination which shows the building to be of cape cod design. It should be noted that the architectural renditions are also before the Town Planning Board. Architectural reviews will also be required by the Town Planning Board'when Drocessing the site plan application under the sit'e plan regulations of the zoning code. Also in considering this application, site plan elements, egress, ingress, accessory parking, etc. as proposed by the applicant are more particularly shown on the maps prepared by Raymond F. Fellman, A.I.A. (site plan maps lastly dated June 7, 1991; Water and Sewer Plan SP-3 dated 9-23-91; etc.). Page 2 - Appl. No. 3970-SE Matter of COFAM REALTY Decision Rendered December 16, 1991 IMPROPER PARTY STATUS 4. During the initial s%age of this project, an application was filed with the Southold Town Planning Board for site plan approval (which has not been decided as of this date and is pending site plan reviews) and with the Southold Town Board of Appeals, both filed by McDonald's Corporation through its agents and/or attorneys for the proposed: (a) establishment of a fast-food restaurant, and (b) establishment of a drive-thru window restaurant. 5. After the first and second hearings, the following factors became apparent: ~ (a) The applicant, McDonald's Corporation, did not appear to be a proper party to this application since McDonald's Corporation, although claiming on the written documentation to be a Contract Vendee, was neither a Contract Vendee or the owner. The application therefore was not properly before the Board of Appeals up until the date of the final hearing in November 1991. (b) Rather than conclude the hearing process and continue with a defective application, the applicant and parties involved were advised of this defect, by written notice, and were provided with an opportunity to amend their application to make same procedurally correct. (c) On November 19, 1991, two days prior to the final hearing under Application No. 3970, CoFam Realty, the landowner, made application to this Board as a proper party for a "Special Exception for a proposed restaurant under Article X, Section 100-101B, subsection 9 .... " It is their application which is being addressed, although the board is aware that the ultimate intent is to erect a McDonalds restaurant. 6. Therefore, this Board is pursuing the application process for the applicant-owner, CoFam Realty with the owner's intent to establish a restaurant pursuant to those standards and conditions for such a Special Exception set forth in the Southold Town Zoning Code. RESTAURANTS BY. CODE DEFINITIONS 7. A "restaurant" is defined in the Southold Town Zoning Code under Section 100-13 as follows: " Any premises where food is commercially sold for on-premises consumption to patrons Page 3 - Appl. No. 3970-SE Matter of COFAM REALTY Decision Rendered December 16, 1991 seated at tables or counters. Any facility making use of a carhop or parking lot service to cars or for the consumption of food to be eaten in said cars or outdoors shall not be considered a "restaurant" for the purpose of this (zoning) chapter and shall be deemed to be a "drive-in or fast-food restaurant." 8. Such a "restaurant" which is only for patrons seated at tables or counters is permitted subject to site plan approval by the Town Planning Board in the following Zone Districts: (a) per Section 100-91A(7) (b) per Section 100-101A(2) (c) per Section 100-81A(2d) - Hamlet Business - General B Business ~ Light Business. 9. A "fast-food restaurant" is defined in the Southold Town Zoning Code under Section 100-13 as follows: RESTAURANT, DRIVE-IN OR FAST-FOOD - Any establishment whose principal business is the sale of foods, frozen desserts, or beverages to the customer in a ready to consume state, usually served in paper, plastic or other disposal containers, for consumption within the restaurant building, elsewhere on the premises or for carryout for consumption off the premises. 10. A "drive-thru or drive-up" (the latter being a term utilized by the applicant) restaurant is a use other than a carhop or drive-in facility as defined in our zoning code. The inside counter service which is the norm available for patrons to purchase foods for consumption off the premises is not accessible, and instead motor vehicles are used for accessibility between the building and off-premises consumption instead of passengers leaving parked cars. There is no provision' in the Southold Town Zoning code for a drive-thru or drive-up restaurant, especially by special exceptions (special permit) application. 11. A minimum of 40,000 sq. ft. of land is required for each restaurant use, regardless of whether it is a table-service restaurant, a fast-food restaurant, or a car-hop restaurant use. By reason of the fact that there is no public water or sewer facilities available 'to the site the Suffolk County Department of Health Services recommended that any fast food restaurant such as the ohe specified herein be placed upon a lot having an area of not less than one hundred twenty thousand square feet. By this application it was clearly demonstrated to the Board that, in fact, What was contemplated represented not one, but two principal r~staurant uses-the first being a "Fast- Food" Restaurant and the second being a "drive-thru/drive-up" Page 4 - Appl. No. 3970-SE Matter of COFAM REALTY Decision Rendered November 21, 1991 restaurant. The site in question as set forth above is one-hundred thirty thousand six hundred twenty one square feet. APPLICANT'S TWO PROPOSED RESTAURANT FACILITIES 12. The applicant has requested a Special Exception for both a fast-food restaurant and a drive-thru restaurant. From testimony during the hearings, it is evident that the fast-food corporation intending to enter into a Contract of Sale with the current owner is proposing not only a fast-food restaurant with a food counter for removal to on-site tables or off-premises consumption, but also a separate restaurant area for access from an area other than a parking lot and solely by motor vehicles. The applicant has also indicated that such a secondary restaurant use will provide 40% or more.of the business. 13. Such a "drive-thru restaurant" is clearly not a carhop facility defined in our zoning code, and it is clearly in this Board's determination a secondary restaurant use able to operate independently and separate from a fast-food table/counter restaurant use. 14. The area to be utilized for the "drive-thru restaurant" is also not in an area utilized as a parking lot, and instead utilizes that area used by all other vehicles entering and exiting the subject premises, which also has an increase of vehicular traffic congestion within the site, which in turn causes increased risk and danger to pedestrians entering the building from the parking lot(s). CODE STANDARDS FOR SPECIAL EXCEPTIONS 15. Article XXVI, Section 100-263, Sub-paragraphs A through F of the Zoning Code provides several standards, which standards the Board Members have considered concerning the use of the fast-food restaurant only in this Special Exception application. 16. Other considerations by the Board were also given, among other things, to sub-paragraphs A through P of Section 100-264. 17. Another area aiso considered at length by the Board is the issue of the removal of solid waste and its effects upon town facilities. The applicant has agreed to covenant ship the solid waste resulting from this proposed fast-food restaurant and related uses out of town and not to utilize the Southold Town landfill during operation of this new business. (The Town has a court action pending at this time and consideration of the effects of such new restaurant uses and their effects, cumulatively or otherwise upon the town landfill, if permitted by the State to remain open, must be further evaluated.) Page 5 - Appl. No. 3970-SE Matter of COFAM REALTY Decision Rendered December 16, 1991 NOW, THEREFORE, on motion by Mr. Dinizio, seconded by Mr. Goehringer, it was RESOLVED, to GRANT a Special Exception under Article X, Section 100-101B(9), for the establishment of a fast-food restaurant only as defined and described in paragraph #9, supra, and SUBJECT TO THE FOLLOWING CONDITIONS: 1. An emergency exit must be made available off of Old Main Road for fire and emergency purposes; 2. Sufficient on-site parking areas must be made available for numerous transient buses as recommended by the Southold Town Planning Board; ~ 3. No directional, advertising or other off-premises signs shall be permitted. 4. No other separate business or restaurant use shall be permitted other than a fast-food restaurant use. 5. This Special Exception approval is limited to that applied for and shown for consideration as per the plans and drawings submitted to this Board, and any change in the footprint of the building requires re-application for re-consideration, after proper notice and public hearing. An original final site plan print shall be furnished to the Board of Appeals for review prior to Planning Board Chairman's signing of the final maps for updating purposes, acquiescence, and permanent record-keeping purposes (without the need for further hearing, etc. for such review). BE IT FURTHER RESOLVED, that portion of the subject application as it pertains to "drive-thru or drive-up restaurant" is and the same is hereby Denied for the following reason: 1. The use intended is not permitted by Special Exception under the Zoning Code of. the Town Southold either by definition or within the respective zone. 2. There is insuffi,oient.square footage on site to support approval of a second prlma~y restaurant use. 3. The increase traffic flow resulting from drive- thru/drive-up restaurant'would adversely impact upon the existing two lane highway which provides access to the site furthermore, the preexisting nonconforming residential use to the west and the hundred acre residential (AR-40) zone directly to the south and east of the premises renders this particular location not suitable for this particular use (section 100-264A). Page 6 - Appl. Nu. 3970-SE Matter of COFAM REALTY Decision Rendered December 16, 1991 4. The approval of a second restaurant use would put unnecessary strain upon the private water and sewer facilities available to the site(100-264D). 5. The site has insufficient square footage per the recommendation of the Suffolk County Department of Health Services (100-264K). 6. Access to the site is by means of State Road SR25 (two-lane east-west highway) which provides access to and from the hamlet of Mattituck and is not suitable to the use intended (100-264M) 7. Although the applicant agreed to covenant not to deposit solid waste in the landfill of the Town of Southold, it refused to covenant to not deposit any ~f its waste in any transfer station in the event the landfill would ultimately close. Considering the amount of solid waste generated by the applicant same will provide an undue strain upon such transfer station(100-2640). VOTE OF THE BOARD: AYES: Messrs. Goehringer, Dinizio and Doyen. NAYES: Members Villa and Grigonis. (Members Villa and Grig0nis felt the application should be denied in its entirety for several reasons: out of character with the area, there is a better profitable use to which this property may be used, excessive burdens on governmental facilities, etc.). This resolution was duly adopted with a 3-to-2 margin. lk RECEIVED .AND FILED BY THE SOUTHOLD TOWN CLERI( DATE RECEIVED OF: CASH JUDITH T, TERRY, TOWN CLERK Town of Southold Southold, New York 11971 Phone: 516 - 765 -1801 RECEIPT 0 5 0 0 9 8 DEPARTMENT OF HEALTH SERVICES COUNTY OF SUFFOLK ROBERT J. GAFFNE¥ SUFFOLK COUNTY EXECUTIVE March 9, 1994 Mr. Stanley Cohen, Partner Cofam Realty Company 4623A Sunrise Highway Bohemia, New York 11716 SPDES Permit No. NY-0238601 H.D. Ref No. C10-93-011 (Burger King Restaurant, Mattituck) Dear Mr. Cohen: Enclosed please find the State Pollutant Discharge Elimination System Permit for the above referenced job. Please read.carefully the Othe~ Conditions, Conditions and note that the permit expires 1999. General on April 1, This permit should be kept available on the premises~of the discharging facility at all times. Very truly yours, Stephen A. Costa, Associate Office of P.E. Public Health Engineer,~ Chief Water and Wastewater Management SAC:cah NEW YORR STATE DEPARTMENT DP ENVIRONMENTAL CONSERVATION APPLICATION FORM "D" " for a State Pollutant Discharge Elimination System (SPDES) Permit.; , (A SPDES Application When Signed by a Permit.Issuing Official Becomes a SPDES Permit) '., PLEASE PRINT OR TYPE APPLICATION TYPE [] New [] Rengwal [] Modification Co,am Realty Co. IF RENEWAL OR MODIFICATION, GIVE PREVIOUS NUMBER I NY-- 0238601 010-93-011 I ITYPE OF OWNERSHIP [] Corporate [] Individual [] P~'tnershJp [] Public OWNER'S MAILING ADDRESS (Street, City, State, Zip Code) 4623A Sunrise Highway, Boh~]_i.~a~ NY ~ 11716 RF~ER AL~ (;OI~RESP~NDE~NCE T~' (~amAe, TitleDan~Addre~ ~ona±a a. ~enzs, ...... , .... , .v Box 565, Aquebogue, NY 11931 TELEPHONE NUMBER ( 510 722-3511 F ILITY NAM , ~:ACILIT~.LOC~ATI~ (Strfiet or~J~gd) ~rger King Restaurant ~azn ~oaa ~uoute zo) NATURE OF BUSINESS OR FACILITY Restaurant IGi~EEXPUCiZD~EC~ONS~O.LO~ATiO~ s/s oz ~xn~oan [~te. z5) east of Bray Avenue, Mattituck POPULATION SERVED (See Instructions) FREQUENCY OF DISCHARGE All Year? ~ Yes [] No It No, Specify Number of Months All Week? ~ Yes [] No If No, Specify Number of Days DOES YOUR DISCHARGE CONTAIN OR IS IT POSSIBLE FOR YOUR DISCHARGE TO CONTAIN ONE OR MORE OF THE FOLLOWING SUBSTANCES ADDED AS A RESULT OF YOUR OPERATIONS, ACTIVITIES OR PROCESSES& PleasecbecA: ~]Alumlnum {~Ammonia []Bewllium E~Cadmlum ~:]Chlorine ~]Grease I-]Lead ~Mercu~ ~NiCkel ~Oil OUTFALL NO, ~ Proposed ~ Replacement ~TYPE QF WAST~ SUBSURFACE DISCHARGE I.f YES. Name of Nearest Sudace Water [~ Yes [] No J Herren Creek OUTFALL NO, ~ Proposed [~ Replacement TYPE OF WASTE Existing [] Expansion, SURFACE DISCHARGE If YES, Name of Receiving Waters []Yes []No J SUBSURFACE DISCHARGE If YES, Name of Nearest Surface Water [] Yes [] No OUTFALL NO. Proposed TYPE OF WASTE [] Chromium I~Copper []Cyanide E~ Phenols [=]Selenium [=]Zinc L~None of These F~TP~_I~MENT O~eaae I DESIGN FLOW - :' ~',ssi'ication Waters Index Number I I Distance SOIL TypF~D.D.d Depth of Water Tabl~ J,looo(_+> Ft. J ~0~ ~ J 20.8', Classification Waters Index Number Distance SOIL TYPE Fi. TYPE OF TREATMENT DESIGN FLOW ' SURFACE DISCHARGE ~ If YES, Name et ReceivinR Waters Yes [] No I Classification Waters Index Number SUBSURFACE DISCHARGE If YES, Name of Nearest Surface Water Distance SOIL TYPE I hereby affirm under penalty of perjury that information provided on this form and any attached supplemental forms is true to the best of my knowledge and belief. False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the Penal Law. APPLIC/I~T'S SIGNATURE {see Inst ucflons} St anle~. Coh~ PERMIT VALIDATION SECTION (Department of Environmental Conservation Use Only) This SPDES permit is issued in compliance with Title 8 of Article 17 of the Environmental Conservation Law of New Yo~'k State and in compliance with the provisions of the F~deral Water as amended by the Federal Water Pollution Control Act Amendments of , October 18, 1972 (33 U.S.C. §1251 et. seq.)(hereinafter referred to as"the Act"), and s~ the Official Date SfC CODE 70 73 APPLICATION NUMBER ATTACHMEN ES: CONDITIONS GHARLES lq. GIIDDY ATTORNEY AT LAW 180 OLD 00~NT~ 1ROAD (I{TE. 58) P, O. BOX 1547 RIV]~tIEAD, 1~¥ 11901 March 2, 1994 Town of Southold Building Inspector 53095 Main Road, Post office Box 1179 Southold, New York 11971 Re: Application of Cofam Realty Co. Dear Sir: Enclosed herewith is an application for a building permit together with the building plans and check for the fee. Also enclosed is one site plan showing plot plan and building. We request that you issue a building permit as soon as you receive site plan approval from the Planning Board. Very truly yours, Charles R. ~ CRC/ec enc. SITE PLaN .LE ENTS a CERTIFICATION SECTION-BLOCK-LOT TAX ~P NUMBERS N~E & ADDRESS OF O~ER OF RECORD N~E ~& ADDRESS OF PERSON PREPARING MAP DATE, ~NORTH POINT AND WRITTEN & G~PHIC SCALE ~.DESCRIPTION OF PROPERTY & INFO~TION TO DEFINE BOUNDARIES IONS, N~ES & EXISTING WIDTHS OF ADJACENT STREETS & CURBS ~ON & PURPOSE OF ALL EXISTING AND PRoPoSED EASEMENTS COMPLETE OUTLINE OF EXISTING DEED RESTRIC.IoNS APPLYING TO PROPERTY' ZONING ,> '~AREAS BJECT TO FLOODING OR STORM WATER OVERFLOWS COURSES, ~%RsHES, WOODED AREAS, TREES 8" IN DI~ETER OR MORE ~UILDING WITiIIN _100' OF PROPERTY AREAS, SIDEWALKS, VEHICULAR ACCESS TO PUBLIC STREETS EXISTING' EWERS, CULVERTS, WATERLINES WITHIN OR ADJACENT TO PROPERTY ING LANDSCAPING AND SCREENING . PROPOSED BUILDINGS OR STRUCTURAL IMPROVEMENTS OFF :~TREET PARKING AND LOADING AREAS OUTDOOR LIGHTING OR PUBLIC ADDRESS SYSTEMS 239K SI~E~ALKS L~CATIONS WIDTHS: SIZE OF ~ATER AND S~W~R LINES~ ' checker IV DEbility Insurance ~ , FAM ! ~ 4623A ' BOHEMI Bill!rig Addrese: in the Stat or Unde Return of Deposit INSTALL A ALL' WO~RKTO ~ ~ SHALL BE AC~TANcE ' ' THE R~GHT OF · R,OJN, E/O BRAY AVE~ A LEFT TURN 3E, ETC.MAINTENANI AT ALL T PROTECTION OF TRAF~ A REFLECTIVE AND HARD HAl'. SOUTH at the~parttcular location or area, or ;IM PO RTAN'I attached shall be placed County- SUFFOLK: as set forth and respesented in the attached pursuant to the conditions and reg~ati0ns ~hethe~ general bt speCiaL and met~ds apphcabon and form of this permit, , ~, ,, Dated at: Hauppaug~, ~y Oa~e S~oed: 03/23/9~/ ~ ~ absolutely This permit, with application and drawing NOTICE; Before work Is started UPON :COMPLETION OF DELIVERED TO THER~IDE Work authorized by this Pormtt W~s ~br~ Refund of desposit or mt~rn reeuested ' ..... ~ Upon acceptance of Work Office. , Work authorized by this ~ ,: DAIE , The Reg ona .office w To; HIGHWAY Pr munlcl of such work or WILL BE DATE against bond or Resident Engineer will Reverse sli )riate attached authorized in Interest~ tis and conditions of the, .ng, etc. ~ C f .: .?, 4o Yv ,> V I / A fi~;ZA..L,tT,~ ,AC'. ..,'7" I,,,~,k{ F'iI-L' / - . '-; "5 '~:','", ,' ' '.' ' ~ . '. ? :l. '~ SC.D.H.S. # C-10-95 - 011 MAIN ROAD OLD SURVEY OF ~ PROPERTY A T MA TTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, N Y. I000 - 122 - 07- 3. I Scale: I" = 40' April $, 1995 July 27, 1995 (final) AREA = 3.00 Acres ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM. S. 84,4:~.,10' W. 0 L D MAIN ROAD LIC. NO. 49618 ?.C. 15/6 P.O. MAIN ROAD S~OUTHOLD, N.Y. 119 7/ 90 - 168 - EXHAUST DUCT - !1.5" DIA. EXHAUST HOOD - $'8" X ~.4" X 35" 7B GAS GRILL/CLAMSHELL ~6" x :10" OAS GRILL/CLAMSHELL 36" x. $0" GRILL HOOD 5 6/ EXHAUST DUCT - 10.5" DIA. 7B EXHAUST HOOD - 5'6" X 24" X 35" T -- lOB GAS FRYERS X 14"' with dripbo&rd FRYER HOOD ANSUL SYSTEM FR&NT VIEW ELEVATIONS JUL 2 //~ LOCAL JURISDICTION TOWN OF SOUTHOLD FIRE PREVENTION PROJECT McDON/~LDS RESTAURANT Route 25 Mattituck, New York DRAWING: DRAWING DATE: DRAWN BY: REVISIONS: FEI of 1 7-14-95 RS SAFFTY 535 Fifth Avenue, New York, 10017 212-599-2020 CONSUl TANT INC. ?0-1Corbin Avenue, Sayshore, N.Y., 1170S $1S-242-118! I Fix 516-242-6746 " ( EXHAUST DUCT 11.5" DIA. EXHAUST DUCT - 10.S" DIA. & - J" ~ Conduit for Xechia£c,l EXHAUST HOOD - 6'8" X ~.4' X 35" ' EXHAUST 10b - ~tye, ~nlelt Side ~ ~ ~ I ~ ~ """'~' .... I~1 GAS GRILL/CLAM~ELL GAS GRILL/CLAM~ELL , I ~ p" x 10" ~6" x. t0" 6 I GAS FRYERS (4) I / I Ii I ~, ANSUL {YSTEM FRONT VIEW ELEVATIONS (~.,., ,.ot.cti.) ~.t LOCAl JURISDICTION PROdECT McDONALDS RESTAURANT DRAWI.~ FE 1 of ? SAFFTY CONSUl TANT l NC. Mattituck, New York DRAW. BY: 212-599-2020 516-242-118B / Fax 516-242-6749 " R[VISION~ EXHAUST DUCT - 11.5" DIA. EXHAUST HOOD - S'8" X 24" X 35" 7B GAS GRILL/CLAMSHELL ~6" x 30" GAS GRILL/CLAMS/dELL :~6" x, ~0" 5 II GRILL HOOD EXHAUST EXHAUST DUCT - 10.5" DIA. '1 OB I OB I OB ! OB GAS FRYERS (4) Pl" X 14" I with ~r!~rd ] 3 FRYER HOOD ANSUL SYSTEM FRONT VIE! ELEVATIONS LOCAL JURISDICTION IOWH OF 80UlHOLD FIRE IPREVENTION PROJECT McDONALDS RESTAURANT Route 25 Mattituck, New York DRAWING: DRAWING DATE: DRAWN BY: REVISIONS: FE 1 of 1 ?-14-95 RS SAFFTY 535 Fifth Avenue, Hew York, 10017 212-$99-2020 CONSUl TANT INC. 70-1Corbin Avenue, Sayshore, N.Y., 1170S 516-242-118! / Fax $16-242-6749 " '76-5-8 8-5-8 ~1: 'l~ 1( DO NOT CUT TRUSSES OR USE DAMAGED TRUSSES. THERE WILL BE A $50.00 PER HOUR ENGINEERING FEE TO REDESIGN CUT TRUSSES, SEE TPI-HIB91 FOR IMPORTANT HANDLING, BRRCINGi AND ERECTION RECOMMENDATIONS. SEE INDIVIDUAL TRUSS DESIGNS FOR PERMANENT LATERAL WEB MEMBER BRACING. FAILURE TO FOLLOW THESE REDOMMENDATIONB HAY RESULT IN DUILDIN6 COLLAPSE AND/OR PERSONAL INJURY SEE INDIVIDUAL TRUSS DESIGNS FOR SPECIFIC LOABING AND TRUSS DETRILS. IT IS THE SOLE RESPONSIBILITY OF THE PURCHASER TO VERIFY RNB APPROVE ALL BIMENSIONS AND DETAILS PRIOR TO RELEASE FOR FABRICATION. PURCNASER ASSUMES RESPONSIBILITY FOR COORBINATING TRUSS INSTRLLRTION WITH OTHER BUILDING TRADES. NOTIFY NASSAU SUFFOLK LUMBER OF ANY CHANGES OR DRMRGEB TRUSSES IMMEDIATELY RT (516I 28A-OS00. gOB; CUST; TITLE; McDOHRLD'S HRIN RORD, MRTTITUCK CUSTOM COMMERCIRL CONSTRUCTIOH C/O FRED GEISLER HOOD ROOF TRUSS PLRCEMEHT PLRN HRSSRU SUFFOLK LUHBER ~ SUPPLY 517 LONG ;SLRNB AVENUE, MEDFORB PHONE (516) 289-69(38 FAX (516) 1 SOAP, NY 11783 289-698? OE1 J I DRAINAGE / : ., .:,o ..... / ~.~. ./ /' ..' 4,. -, ., .......... :u 4t,o¢ 3: ' , /,)~x;C..v:k: ~ k':, >,...)t F~AL , ' I ' ~," ,"'~ :x:~ ~C C-"7)~ ..... i-: ........ , ....... q'Q~'~.?, ..... ., . 3 , '4' PE~ ,:OOr 5LOPE hr, = ~/ , r,,~o Ot~ll'4 hO ZERO {BELGIAN BLOCK dNSTAI-L ~ ALI. INTERIOR PArdi<lNG AREA5 D,E'GINNING AT PROPB~"Y LINES) -'~ ~*% ' 4 I/2'' t BLOCK BIq UdlNOLI5 ~IX / t k * ,, = 5F X&~ tO42 C;~3, F'[ CD !O' DIA. x 8' DEEP ...... > ' rg) IO' D/~. x IO' D~EP -N ~ .l~ 5~10 ,'~ x JM, _ .L ~'l CD. FF,, -~ ti~ ]O' DIA. x 1~' DEEP ,~,~1 ~)~:L,d~'b%G~: ~t%~.~ ~z ~'lA'v'w A ~*:A]*rlC ~A~INQ ~LAT ~' "~- AND A CA~T I~ON , ,., ," ,:; r:. q "" 4 F) L; ] >;' : '"1 ~:d;~A!)FG'F:D :F'~A~ ~YRU5 CAL~R'F~',i,t,:~ ,~ CAL BIB r GROUND r ~.A r. GROLIND C0V ~UFfOLK 00UN1Y DEPAR'[MEI'It Of APPROVED FOR This approval is gran[ed for the d sposal and 7 of the Suflo k Couo~ oor ~mplied approva~ to discharge structu ~(s) sh~n, 'fBIS ~PPROYAI [ROM THE OA~E BELOW. L ONLY ~e sanita~ s VB md ~ aa expressed NO FINAkL APPROV/tL. ® ol " ( (~) \ \ \ \ 22 DEPTH: 40' BELOIII LIJATER LEVEL PUMP CAPACITY: 20 GPH HORSE POIUER! SUFFICIENT TO DELIVER ::20 GPM · &O CASING: 4" e CAPTIVE AIR TANKS= fl) "IUELL-X-TROL" MODEL TOTAL VOL.= 911 GAL (20 GPH PUMP CAP.x I0.$~ = 211 GAL) LATERAL: I I/~" ~ POLYETHYLENE PIPING. STATIC AUJ~IA C-~IOI. IOO# PRESSURE IUATER II CLASS. N.8.F. APPROVED LEVEL PUMP: SUBMERSIBLE Y STAINLESS STEEL IUELL SCREEN NOTE: THERE ARE NO POTENTIAL SOURCES OF SANITARY CONTAMINATION ~JlTHIN OF IUELL NOR DRAINAG,E STRUCTURES IUITHIN $O OF t~ELL. THERE ARE NO KNOIUN tUI=LLS tlIITH1N I$O' OF PROPOSED SANITARY SYSTEM. % % ALL pRovIDE % % V ",3 38S,2~ _--- ............................................. 51TE PLAN GR:I=ASE TRAP INVERT EL +23.3' SANITARY +25.8' 5YSTEf"I CAPTIVE AIR TANK- 211 GAL. ~ mATER-TIGHT IUELL SEAL-, \ e.~.,~mE / PITLE55 ~'¢"~"]' I+; ] ADAPTOR ........ ~le" ABOVE I ~GRADE (MIN.') U '?'r~r .-- ....... i' ~-.I ~ I~ I I/'2 '~ PIPE---~. CASII CAST IRON COVER5 ,F-GRADE EL +2E.1" ~__ P.CONC. COLLAR ...... TRAFFIC ~-~ BEARING 5LAB ---~'~O U fLET - MIN. M HIN, PITCH ~ P~ ~T. ?~ INVERT , EL +22.0 ~ P~ECAST CONC. ~OLID APPROVE~) BY PLANNING B?ARD TOWN OF SOL~THOLD MAR g 8 199 $' HIGH SS ~ELL SCREEN 4"¢ CLA55 2400 PIPE C.L COVER GRADE t/8" PER 1' PRECAST /~MIN. P[TCH,,~COLLAR~ AS TO GRADE EL +25'-0" [±);[fTYPICAL~,. REQ.D EL +20.2 > I-O"~.. ~ .............. ~ ~ ~2 D_ ~=~ B G ~_ .......... .............. ~_~ ~ D _ ~_ ............. SANITARY CALCULATIONS: GROUNDWATER HANAGEMENT ZONE- IV NO COMMUNITY UJATER SUPPLY PERMITTED DENSITY- 3,00 GPD PER ACRE SITE AREA- '2.qq ACRES PERMITTED DENSITY OF SITE- 2.qq ACRES x 3(;0 GPD/ACEE =' 8q'l GPD RESTAURANT FLOtU RATE- 3,0 GPD/SEAT flO GPD/SEAT FOR SANITARY IUASTE I DENSITY CALCULATIION) [20 GPD/SEAT FOR KITCHEN IIIASTE- NOT USED FOR DENSIITY CALCULATION) PROPOSED RESTAURANT SEATS- 8/, SEATS PROPOSED SITE DENSITY- ~& SEATS x ]O GPD/SEAT = 8/,O~ GPD SANITARY SYSTEM; SEPTIC TANK If2) DAY FLOtU)- 8/, SEATS x 3,0 GPD/$EAT × .2 DAYS = $1/,O GAL. USE /,OOO GAL SEPTIC TANK q2) 10'0. × 1' HIGH RINGS TtU[NINED IU/ [3) .20"0* PIPES GREASE TRAP [KITCHEN IUASTE ONLY)- ~& SEAT~, x 20 GPD/SEAT - 1120 GPD USE DESIGN FLOIU IOOO-,4OOO GPD- fO'0* x $' LIQUID HEIGHT GREASE TRAP LEACHING POOL- 8/, SEATS x 3,0 GPD/SEAT - ~$~O GPD LEACHING RATE- L6 GAL/SF/DAY .2!~O GPD DIVIDED BY L$ GAL/SF/DA¥ ~, 1"120 ,~F OF SIDEUIALL AREA REQUIRED USE rs) IO'~ x 1'2' HIGH DRAINAGE RINGS IU/ TRAFFIC BEARING DOME i C.I, COVER ($) RINGS x 3,1/,.8 SF SIDEI~ALL AREA/RING "188't SF OF SIDE[UALL AREA PROPOSED FACILITIES OIUNER'S SIGNATURE "PURSUANT TO SUFFOLK COUN~' SANITARY CODE ARTICLES .3 112. I ~3'-x~'-r~'_G~-~-~¢,~_~_~- HEREBY CERTIFY THAT THERE ~JILL NOT BE ANY INDUSTRIAL ~ASTE5 OR OTHER NON-~ANJTARY ~ASTE5 DISCHARGED FROM THE BUILDING AND THE~E ~ILL BE NO TOXIC OR HAZARDOUS ~ATERIAL 5TO~ED AT THE 51TE UNLE55 SPECIFIC PEEMIT5 OR EXEMPTION5 ARE GRANTED PURSUANT TO THOSE ~RTICLES. PARKING CALCULATION: FAST FOOD RESTAURANT- I SPACE PER [2) SEATS OR fl) 5PACE PER $O SF flUHICHEVER iS GREATER) PARKING SPACES REQUIRED- 3,000 SP GROSS BUILDING DIVIDED BY !;O SF/SPACE = &O SPACES 8/, SEATS DIVIDED BY [2) SEATS/SPACE = '43 SPACES zO SPACES ) 43 SPACES- /,O PARKING SPACES ARE REQUIRED PARKING SPACES PROVIDED- $& PARKING SPACES PROVIDED [INCLUDING IS) HANDICAPPED SPACES I$ PARKING SPACES SHOIUN AS 'LAND-BANKED' FOR EXPANSION IF REQUIRED LOADING SPACE- NONE SPECIFICALLY REQUIRED BY CODE. BUT fl) PROVIDED tiS' IUIDE, 1`4' HIGH, AND 45' LONG) BUS SPACE- [3) BUS 5PACE PROVIDED tiS' x HO') SiTE INFORMATION: MATTITUCK, TOIUN OF SOUTHOLD, SUFFOLK COUNTY. NEtU YORK SUFFOLK COUNTY TAX MAP ~: ]OOO 1.23 '3 3,.I SI. jRVEY: RODER1CK VAN TUYL. P.C. LAND SURVEYORS, GR~EENPORT. NY SURVEYED DEC. 12 1tiS&. LAST REVISION FEB. ZONING= PREMISES LOCATED IN ZONE "B' [GENERAL BUSINE~°,) 'FAST FOOD RESTAURANT- "SPECIAL EXCEPTION APPROVED BY APPEALS BOARD ....... FRONT YARD- $O' SIDE YARD fl)- :26' BOTH $O" REAR YARD- 3,6' MAR 2 5 1994 [L J MAX. LOT COVERAGE- 301, MAX. HEIGHT- 35'. '3 STORIES REQUIRED LANDSCAPE AREA- 351, SITE AREA: 13, O,./.21 St=, [.2.~lq ACRES) BUILDING AREA: 3000 SI= LOT COVERAGE; PAVED AREA [PARKING).' SIDEUJALK/SLABS/ETC.: SO1`4 SF LANDSCAPED AREA fLAIl/N/PLANTINGS): $4,13/, SI: [42I,) AREA TO REMAIN NATURAL PAS IS')= 29,3'3'3 SF (22.4~) '~.C. DEPT. 0~ TOTAL LANDSCAPED AREA: 11`4,113 SF [&`4.4,%) ~E~,L~ SER~ItC~ : KEY NAP: S,TUATE- MAT'TITUCK, NY 5YNBOLS: 8UBJ T TO COVENA~T~ AND 8u~.oc~ COU.TY SYM DESCRIPTION TC TOP OF CURB BC BOTTOM OF CURB TG TOP OF GRATE TL TOP OF LID FF FINISHED FLOOR R RADIUS EX EXISTING 10.'2 EX. ELEVATION +IO.C NEUl ELEVATION /-% EX. CONTOUR ~ NEIU CONTOUR I I)l~llllN(~ Trl 51TE PLAN JOB, RESTAURANT ROUTE 2B NATTITUCI~, N'Y OIUNER, COl=All REALTY CO. J 4&:~I,A 5UNRISEii~PYt BOI..IEIllA. NY ARCHITECT~ P.O. ~O× 6/,ii MAIN ROAD AQI~.~OC~UF_., N.Y. CI~AIIIING NO. '1 PIER ON POURED CONG. FOOTING CTYP) ~ L~] i'-4', 8" POURED CONG. FOUNDATION aJALL ON 20"xl2" CONT. T POURED CONG. 22'-'~" \ 8" POURED GONG, FOUNDATION WALL ON 20"~2" CONT. POURED CONe· FOOTING 12" F~OURED CONe, FOU~'~DAT[ON RIALL ON ::;24"x12" CONT. POUlRED CONG. FCC'TING ............ 7 ............... i' ...................................... -- ..................................... '~ I : ~ : I :' I ' · ~ ~ ~ : ~ 1/11 : ~ I ~ ...... U~E.~A.Y~A.T~P ............. ~ ......... :~ .................... cJ UNEXCAVATED cJ ~ ~ ~'~ '~ ' ~ ~.~ Q/IQ ~F ~EINF. ' LIBARRIER AND COMPACTED I ~:.lsu . ___j .... ..:su ........ , i/11 EL~ N O- I ':~" I : ELEVATION O'-O" I : L___L__J : 1/11 ~ ~ I ',, u~ I/11 III / T-- , _ "_ ...... :.___ : I ~ i I I ~ IIII ~ ~ I ........ ' ............................. ~ ..... si II ~ ~ ................................ ~111 I O, --I I I ~ ,, , ~,' ~ I I I/__~ IZ'FOUNDATioNPOUR~ CONG.~ALL ..................................... IIM '4' ~I¢C LEDGE ON 24"x12" CONT. T I POURED CONG. ~ouREo cone. Z ~ FOOTING (TYP) I ~ [ L_-...I ,--I 14'-8" FOUNDATION PLAN I/4" = 1'-0" "~~ NOTE,5: I- CONCRETE TO BE ~OOO P,51 AFTER 2- A~ ~LAB~ TO NAVE ~' x ~' ~/10 ~ ~. ~ CONTROL J~NT~ A~ INDICA~. ~OVIDE ~ ~ BEARING CAPA~TY BA~ED ON 2 TO~ PER SQUARE DONOTPROCEEDLOITJ~',/~- UNTIL4~ISURVEY OF FOUNDATIONLOCATION HASBEEN APPROVED OCCUPAf~Cy 01~ OF OCCUPANCy FOUNDATION PLAN BURGER KING RESTAURANT HAIN ROAD tIATTITUCK. NY DONALD A, DENIS P,O,BOX MAIN ROAD AQUE~OGUE, N.Y. flili.)12~-3;11 DA11!~ 3, NARCH ~ s I/4" - I'-0' " -- R.O. R,O. R.O. R.O. R.O. R.O. ql PANEL 5CUTTLE HASTER AND LADDER [ RELAY PANEL ISTOe^OEI X GRAB ~ PROVIDE BLOCKING FOR i H 4'e~ STEEL PIPE COLUHN, BOX-IN ~/ ~]OOD FRAHING AND [LIOOD TRIM (TYPICAL) FLOOR :LAN AND ~Jooo TR:, I / I~YPICAL> Ir k. -o ~ -~ 114' r-o" SQUARE FOOTAGE ;~O~O 5F GRO~S FLOOR AREA NOTES: I- UJlNDO~ CATALOC~E .N,O. REFER TO "ANDERSEN' PEEflA-SHIELD UI/ LOIU E' GLAZ NG. ALL OPERABLE SASH SHALL HAVE SCREENS. 2- CONCRETE TO BE 3000 PS1 AFTER 28 DAYS. ~- ALL STI~UCTURAL LMHI~ER TO BE D-FIR. ~2 DE BETTER. Fb ' I~OO ESl {HIN.) 4- LINTEL SCHEDULE: L-I (3) 3, 112' x 3, I/2' x G/Iz' L-2 12) I¢, x 3 1/2' x G/Iz' ILLV) L-S (2) z, x 3, l/2" x ~/li' (LLV) L-4 ~8 x 31 ~-DOU~ ALL FRAHING A~OUND ~NINGS AND UND~ PA~L~L UNDER!~II~$ F-.I~IFI~IE REi~UIRED O F.E.- FIRE EXTINGUISHER (SURFACE) FIRE EXTINC~UIS,HER IRECE*~SED) FLOOR PLAN RESTAURANT HAIN ROAD HATTITU=I(. NY ARC~. DONALD A. DENIS HAIN ROAD AQUEBOC~E. N.Y. ~ ~ I/4' - ~ NO~ q~OO ~ NO. . 3'-O" 3'-2" LiNE OF FRONT WALL ON ROOF ~'-0" ~2'-0" ~,2L / ~' :: :. :. :, :: :: :: :: :: :, :: :: :: :: :: / x :. :: I LINI OF K EE[J ~LL :::.:.:::::.:::: . I wood "GA~L~" I TRUSSES 24' C.C. , , ~ ) IND ;ATE )) INDIC, TEE , z ·ooo "GABLE" I TRUSSES' 24' C.C. I~I z ::::=. :::.,. I~ l ii. ,, [ x, LIEfOF K EElALL J N ~ :: :: :: .: :: :: :: ': :: :: :: .: .. ~ i I ,,, :: :. :: :: :: :: :: :. :: BTM [[IIDTN OF BEARING PLATE )ST DIHEN~51ON CALLED FOR ~ ×~ ELEVATION J EXPOSED INTERIOR i I AT E~IO. CORNER. OR Plier .SEECTION X ALONG IIIALL TYPICAL BEARING PLATE DETAIL FOR E EAM5 I LINTEL5 NOTES: I- ttlOOD ROOF TRUS.SES TO BE DESIGNED FOLLOIIJE: TOP CHORD 4OR LL ICE DL EOT CHORD IBR DL 2- ALL TRUSS DESIGNS SHALL BEAR THE SEAL OF A NEIU YORK STATE LICENSED ENGINEEf~ 3l SUBMIT SHOP DRA~NGS AND RECEgVE APPROVAL FOR TRUSS DESIGNS PRIOR TO BEGINNING FABRICATION. ~l ALL TRUSSES SHALL BE INSTALLED AND PROVIDED ITH BOTH TEHPORARY AND PERHANENT BLOCKING AND ~ACING AS PER HANUFACTURER'S SPECIFICATIONS. ~- ALL ItlOOD ROOF TRI. J~8 SHALL BE Dla~IGNEO FOR ADDITIONAL LOADING OCC. URING FROM THE PEAl'lING DP INTERSlL=CTING ROOF ~TRUCTURES, DORMER LOAD~,. KNEEILIALLS. HECHANICAL EQUIPMENT. AND SNOIU DRIFTING. ~O~: CROSS MATCHED AREAS REFER TO i~_LOCK UJALLS ONL~Y. THEY INDICATE THE EXTENT TO IUHICH VOID5 IN THE BLOCK MIJST BE FILLED ITHI~ONCRET~ :2- ALL STRUCTURAL STEEL ~EXCEPT LII~TEL ANGLES) SHALL M~IAVE A MINIMUM BEARING PLATE OF '1' x "1' x 1/2' ON MASONRY I 1' x 1" x 314' ~:)N CONCRETE. &- ROOF .STRUCTURE~ FRAMED ON TOP ~ INTERSECTING ROOF.~ BELOIIJ SHALL I~E FR~MED ON 2x PLATE~ ~' C.C. ~HERE ~MING IS PARALLEL TO BUT NOT 1- STRUCTURAL LUMBER ~HALL BE 12 OR BETTER e'- DOUBLE ALL FRAMING AROUND OPENINGS AND UNDER PARALLEL PARTmON~,. q- ALL RAFTERS, AND ROOF TRUSSES SHALL ~ I~ASTENED TO BEARING PLATEE ~ITH GALVANIZED · HOLD-DOIUN' CLIPS. ROOF PRAHING PLAN BURGER KING RESTAURANT HAIN ROAD MATTITUCK, NY DONALD A. DENIS P.O,l~:)X HAIN ROAD AQUEBOGUE, N.Y. RtVI~3N~ MARCH Iqq4 114' - I'-O" q3OO DEALING NO. ,TEEL PIIPE COLUMN ENCAE~EI:~ IN FRAMING t UJOOD TR~IM (TYPICAL;) 12 NORTH ELEVATION I/4" = r-o" 12 I ]2 50UTH ELEVATION I/4" - r-o' PiPE COLUMN ENCASED IN FRAMING 1 , I~OOD TRIP] (TYPICAL) ELEVATION~ ~NOI~TH, 8OUTH) BURGER KING HAIN ROAD HATTITUCK. NY DONALD A. l:~lqlS P.O.IB, OX E/.S HAIN ROAD AQUEBOCRIE, N.Y. ~ ~ I/4' - I'-0' ~ ~ q~O0 DRAmtC~ NO, ALUH. ~UTTE~S ~ L~ADE~S~x~ 12 12 {~TY. -4) ~ Vir~ L 12 [QTY. -,4) EAST ELEVATION I/4' - r-o' UJEST ELEVATION I/4' " 12 12 STEEL PIPE ENCA,~SED IN FRAHIING I ~OOD' TRIP1 (TYPICAL) ALUH. GUTTERS LEADERS ELEVATIONS CEA~T, IIJEST) KING 5TAURANT DONALD A. DENIS Ha, IN ROAD AQUEI~OGUE. N.Y. DAT~ ~ I'IARCH SCALE ~ l/4'" r-o' JOB NO, '1~Oo DR, NIING NO. TOP OF KNEEttlALL ~ITOP OF TOP OF J MASONRY FACE 8' CONC. MEMBRANE RIGID 'ION (SLOPED DRAINAGI~D ' 3,/'4' 5HEATHIqG FIRESTOPPING IN SOFFIT 20' O.C. el'lAX.) GYP. __ ] l/2" RIGID INSUL. (RI2) 2x.3, FURRING CLEAR SPACING) 'L- ACOUSTIC,,L CEILING 12 = I P. CONC. RIGID INSUL. (RIO) P, CONC. ASPHALT SRINGLES OVER I~ FELT GB/SB PLYLIJOOD 12 12 24' IIIOOD 24' O.C. ALUM. COPING T I-II SIDING · ON BACK IUALL OF ROOF SPACE FOR MECH. EQUIP. MEMBRANE ROOFING OVER RIGID INSUL. FOR DRAINAGE). 3/~" PLYWOOD SHEATHING 1:2 DOUBLE- HUNG IIJINDOIIJ LINE OF 0JALL ACOUSTICAL TILE CEILING DINING ROOH BEAM KITCHEN S/8" GYP. I I/2" RIGID 2x3, FURRING (2'f" CLEAR SPACINC ./ ~' P. CONC. SLAB RIGID I0) _ 2x/, RR 2~' O.C. FACE BRICK :'PROOFING CONC. BLOCK SECTION,. BURGER KING RESTAURANT HAIN ROAD HATTITUCK, NY DONALD A. P.O.BOX HAIN ROAD AQUEI~OGUE. N.Y. I~OH,~ DATE~ 3, HARCH ~ ~ 1/.~' - I'-O" ,,~ NO= e13,OO DOOR SCHEDULE LOCATION SIZE (NOH) TYPE HAT. FINISH FRAHE NO. PROH TO ~ ooo~a ~ ~/,,,' ~ t[o~. ELEV.T. ~.DET. I 1 II 12 I DO0 &'-O" A FR R iVARIES, 'l TYPES A ]"/ E B ELEVATIO C N TYPES D PLAN ELEVATION A ELEVATION B HANDICAPPED TOILET PACILITIEE~ FINISH 5CriED ULE FLOOR ENERGY CODE CALCULATIONS DEGREE DAYS, BO00 HEATING COOLING DESIGN TEPIPERATUREe. 12 P INDOORS els, P OUTDOORE IO F OUTDOORS 18, P INDOORS, &2 F T,.D. E F T.D, E.T.D. PART '1 (BUILDING DI~IGN BY COI"IPONENT PERFORI'IANCE APPROACH) 18, UTILIZED FOR ENERGY CODE CONFOR~IANCE. BTU/HR BTU/HR ENVELOPE R=INSUL. U CODE U PROV. ~.PT. LO8-e' GAIN IIIINDOII,18, LO~J - - .SS ~22 10~80 DOOR I ~' ~ I.I ~3 42fl& ·ALL I RI3 - .O1 112q lfOx · ALL~iB .30 .IA ~LOOR ~ RIO R~ ' 0 2~4 LF TOT,AL OTTV t'COOLOING) 34..3, BTU/HR CODE MAX. INFILTRATION LOS,8,ES IUINDOtlJS, O.B CFPI / LF DOORS ALL EQUIPI~ENT. INS,TALLATION AND CON,.~T~UCTION SHALL CONFORH TO THE REQUIREI'IENTS OF THE N.Y.S. ENERGY CONBERVATION CONSTRUCTION CODE. 8CHEDULE~ (DOOR. ~INI~H) i~iEURGER KING STAURANT HAIN ROAD ATTTI'UCK. NY DONALD A. DENis P.O.BOX ~ I'/AIN ROAD AQUEBOCd~. N.y. ELECTRICAL ~YHBOL5 SYMBOL DE~-q~aTION DUPLEX RECEPTACLE w.p, DUP,REC.-LUATERPROOF ~)c,~ Dip. REC.-GROUND FAULT iNT. DUP.REC.-FLOOR DUP.REC.-~I)5~ITCH OPER. SPECIAL OUTLET SURFACE HTD.-CLG. RECESSED-CLG. ~ALL HOUNTED EHERG. LIGHTING (DUP. HEAD) FAN / LIGHT ~ 2 X H FLUORESCENT ~ I X ~ FLUORESCENT ~NDERCAB. FLUOR. TELEPHONE 5~OKE DETECTOR THERHOSTAT NIGHT LIGHT EXIT LIGHT S~ITCH ~u 5~ITCH ~/ DIHHER FIXTURE SCHEDULE 8YI'I~OL D~.~CRIPTION 2'x-~' RECESSED FLiORESCENT FIXTURE, A/Al ("A" UI/ ~ LAMPS, "Al' [U/ 2 LArlPS) B I'xH' RECESSED FLIORESCENT FIXTURE. I~ALL MOUNTED EXTERIOR LIGHTING FIXTURE, C D PORCELAIN INCANDESCENT FIXTURE, E EXIT SIGN IU/ EMERG. BATTERY F EXHAUST FAN G RECESSED SOFFIT FIXTURE H DECORATIVE PENDANT FIXTURE J CEILING FAN {I) LAYER OF $/8" TYPE 'X" GYPSUM BOARD FIRESITOPPING AT 20' D.C. HAX., TYPICAL ALL AROUND SOFFIT 5,PACES CY A A A A A _PROVIDE! METAL ANGLE A~T PERJMETEER OF UJALt(-IN BOX ACOUSTI( :AL TILE A A fNO CLX. TILE) AC )USTh ;AL TI -E A* lUST CAL LE a ~A~ OUSTICAL ILE A /., J Al Al · RD ~P A ~ SC: ITTL ~ ~ ACOUS' 'ICAL TILE % t_LJ % % % % % \% -- GYPSUM BOARD ~__ ti) LAYER OF E;/8" TYPE "X" CEILINGS IN RESTROOM AREAS fTYP.), GYPSiM BOARD FIRESTOPPING AT 20' D.C. HAX.. TYPICAL ALL AROUND SOFFIT SPACES REFLECTED CEILING PLAN I/4' - r-o' HVAC SYMBOLS: SUPPLY REGISTER ¢CEILING) RETURN GRILLE (CEILING) RETURN GRILLE fLUALL) I:M~AtqNG Ill [1.~ REFLECTED CEILING PLAN BURGER KING RESTAURANT MAIN ROAD MATTITUCK. NY DONALD A. DENIS P.O.BOX Izg MAIN ROAD AQUEBOGUE, N.Y. fE~}q22-3EII OA"r~3 MARCH Iqq4 ~; 1/4' - r-o' dOB NO~ q3OO DP Aq . P.O. TR341~'. TRS,4& J ] ,'RS41.'- li TRS41/- ,.15,-&. / / / / / / / MACHINE I MACHINE 5INK I / / I ~"* I J ' HOLDER CHASE 4"e STEEL ~ I" ~ J J DeEP 4"~ STEEL PIPE J COLUMN. BOX-IN ~/ WOOD FRAMING AND WOOD TRIM (TYPICAL) D t, TUM: TIOP OF CONCRETE SLAB= EILt~ j~-O" HAN~ I [mOMEN] R.O. R.O. . /~ / COLUMN. BOX-IN - .-~-~_ ._;..._~ .-~z-~'r~//. -- AND ~OOD TRIM - PROVIDE AND NSTALL A SPECIAL SPRINKLER .iTSTEM r~ THE KIT~HE~ AREA IN C~FO~ ~ITH SECTION qSl.~ h) fl) (.) AND SECT ON IO~O.~ ~g) OF T~ NY5 BUlL. DING CODE. 5PEC~RINKLER INSTALLATION 5HALL BE SUPPLIED FROM THE DOMESTIC ~TER 5ERWICE. PIPING 5HALL ~E 51ZED AT THE ~AT~R SERVICE ENTRANCE TO THE BUILDING ~ITH NO IN/~ ~ - - IF MORE THAN (O) HEAD5 ARE PROVIDED AN AUTOMATIC kOCAL AL/ARM 5HALL ~E HOOKED UP TO THE SYSTEM. SYSTEM LAYOUT 5HORN 5 SCHEMATIC ONLY. 2- A HOOD ~XHAUST 5TSTEM POP COOKING EQUIPMENT 5HALL BE p=ROV~DED AND PROTECTED ~ITH A FIXED PiPE ('ANSUL") EXTINGUISHING SYSTEM. 5- A NON-COMBUSTIBLE DRAFT CURTAIN 5HALL f~XTEND DO~N A MINIMUM OF 24" FROM THE CEILING A~OVE THE OPENING PRETEEN THE SERVING AREA AND THE KITCHEN. ~- KITCHEN ~NCLOSURE 5HALL HAVE A I-HOUR P'R~ RESISTANCE RAkTING. ~- ALL INTERIOR ~ALL AND ~EILING FINISHES 5HALL HAVE A CLA55 ,A OR B 5URPACE FLAME SPREAD RATING. FE ' FIRE EXTINGUISHER PB ' PULL BOX EX ' EXISTING NIC = NOT IN CONTRACT I ~ I SINK ] ~'-s" \1 S' R ~ mrc) I L PANEL LADDER I I l k__ 'x x, N, N, DRY GRAB · BLOCKING 8'-O" FLOOR PLAN I/4' = r-o' SQUARE FOOTAGE 3'0~0 SF GROSS FLOOR AREA NOTES: I- ~INDOII] CATALOGUE NO. REFER TO 'ANDERSEN', PERMA-SHIELD W/ LOUJ "E" GLAZING. ALL OPERABLE SASH 5HALL HAVE 5CREEN~. :2- CONCRETE TO BE 3,000 PSI AFTER 28 DAYEk 3- ALL STRUCTURAL LUMBER TO BE D-FIR, ~2 OR BETTER, Fb = 14OO P,BI IHIN.) 4- LINTEL SCHEDULE.' L-I 13,) 3. 1/'~' x 3. I/:3' x ~/l&" L-:2 12) =[* x '3 I/2" x B/I&" ILLV) L-3, 12) &' x 3, I/2' x ~;/l&" ILLV) L-4 II x 3.1 S-DOUBLE ALL FRAHING AROUND OPENINGS AND UNDER PARALLEL PARTITIONE~. OF.E.= FIRE EXTINGUISHER (E~URFACE) ~)F.E." FIRE EXTINGUISHER IRECE~ED) BURGER KING RESTAURANT HAIN ROAD HATTITUCK, NY ARChlt l *:CT, DONALD A. DENIS P.O.BOX HAIN ROAD AQUEBOGUE. N.Y. ISl/,)l:22-SBII 3,1 MARCH Iqq4 's'' 3, MARCH Iqq4 ~ ~ I/4' = I'-O" NO~ q3,OO DRAIIN~ NO. O!= Aq TOP OF KNEEWALL OF PLATE TOP OF MASONRY FACE 8" CONC. GRADE I±)~ p. CONC. 'OPPING IN FFIT GYP. I I/:2" RIGIE (')4" CLEA~ TYPE GYP. BD. MEN 2" RIGID INSUL. (RIO) ROOFING INSULATION iLOPED FOR DRANAGE) PLYWWOD SHEATHING 12 ACOUSTICAL TILE CEIILING fl-HOUR RATED S¥STIEM) 't---DRAFT CURTAIN I/2"x5 METAL STUD5 W/ ~78" TYPE 'X" GYP. BD. BOTH 5IDES KITCHEN (I-HOUR FIRE RESISTANCE RATING) 1/--.4''/ P' CONC. SLAE SECTION I/,4' I'-O' ~ 5ECTr(3 BURGER KING RESTAURANT MAIN ROAD MATTITUCK, NY 12 ASPHALT SHINGLES OVER lBS FELT ~B/8" pLYWOOD EATHING UNIT DOUBLE- HUNG WINDOW 12 "PIGG~ ~SACK" fl WOOD RUSSE5 2'4" O.~ ,IOOD :~4" O.C. / OF mALL ~"'%--ACOUSTICAL TILE CEILING ALL WALL t CEILING FINISHES 5HALL BE CLASS A OR ~5 DINING ROOM /~'4" p. CONC. SLAB ALUM. COPING T I-I[ SIDING ON BACK WALL OF ROOF SPACE FOR MECH. EQUIP. MEMBRANE ROOFING OVER RIGID [NSUL. ISLOPED FOR DRAINAGE), 3/'4" PLYWOOD SHEATHING DEAF CURTAIN AND KITCHEN ENCLOSING WALL5 SHALL CONSIST I 1/3"x3 ~/8' STUDS. I&" O.C., B/8" TYPE "X" BOTH 5IDES FIRE RESISTANCE 'lNG) t~_ ACOUSTICAL TILE CEILING fl-HOUR FlEE RESISTANCE RATING) ALL WALL I~ CEILING FINISHES SHALL BE CLASS A OR B KITCHEN CONC. SLAB ~/8" GYP. I I/2" RIGID INS (RI2) (2'4" CLEAR 5PACING) RIGID INS IO) SECTION I/4" = I'-O' 24" O.C. FACE BRICK ~AMPPROOFING CONC. BLOCK DONALD A. DENIS P.O.BOX MAIN ROAD AQUEBOGUE, N.Y. DATE~ 3 MARCH lflfl4 ~ , I/'4' - I'-0" JOB NO: flSOO D~AIG NO. OF Afl ELECTRICAL ,SYMBOL,5 ~YMBOL DEI~I~PTION DUPLEX RECEPTACLE ~ m.P. DUP.REC.-~ATERPROOF ~e~ DUP.REC.-GROUND FAULT INT. DUP.REC,-FLOOR DUP.REC.-fl)S~ITCH OPER, SPECIAL OUTLET SURFACE MTD.-CLG. RECESSED-CLG, ~ WALL MOUNTED ~ EMERG. LIGHTING (DUP. HEAD) ---~--- PAN / LIGHT COMBIN. L._~ 2 X ~ FLUORESCENT FLUORESCENT UNDERCAB. FLUOR. TELEPHONE SMOKE DETECTOR [] FAN (~) THERMOSTAT NL NIGHT LIGHT ~) EXIT LIGHT PE~ FIRE ALARM "PULL BOX" ,~ 5UJITCH ~ 3 SWITCH 3-WAY ~M 5WITCH W/ DIMMER FIXTURE , CHEDULE SYMB, OL D~PTION 2'x4' RECESSED FLUORESCENT FIXTURE, A/Al f"A" W/ 4 LAMPS, "Al" W/ 2 LAMPS) l'x4' RECESSED FLUORESCENT FIXTURE, LUALL MOUNTED EXTERIOR LIGHTING FIXTURE. C D PORCELAIN INCANDESCENT FIXTURE. E EXIT SIGN W/ EMERG. BATTERY EXHAUST FAN F RECESSED 5OFF1T FIXTURE H DECORATIVE PENDANT FIXTURE J CEILING FAN EMERGENCY LIGHTING FIXTURE W/ DUPLEX HEAD, K BATTERY BACK-UP UNIT HVAC ,SYHBOL$: fl) LAYER OF S/8" TYPE "X" GYPSUM BOARD FIRESTOPP]NG AT 20' C.C. MAX., TYPICAL ALL AROUND SOFFIT SPACES A A TILE I i % A A ACOUSTI( A 8'-&" A.F. tILE A.F.F. A AL TILE A A PROVIDE METAL -ANGLE AT PERIMETER OF WALK-IN BOX WALK-lIN BOX fNO CLG. TILE) B TILE -"~- GYPSUH BOARD CEILING,5 IN RESTROOM AREAS fTYP.), 8'-O" A.F.F. fl) LAYER OF E;/8" TYPE "X" GYPSUM BOARD FIRESTOPPING AT 20' O.C. MAX., TYPICAL ALL AROUND SOFFIT SPACE5 NOTES: I- PROVIDE AND INSTALL A fiRE t SMOKE DETECTION SYSTEM THROUGHOUT THE BUILDING. IN DINING AF'EA, RI=~TROOMS, ETC. USE SMOKE DETECTORS. IN KITCHEN AREA USE HEAT DET~CTOR~ ALARM SHALL BE AUDIBLE AND VISIBLE THROUGHOUT THE BUILDING. pRO. VL)E (2) F/ANUALLY OPERATED FIRE ALARM BOXES A5 5HO~N. SYSTEM 5HALL BE HARD-~I~ED" W/ CONSTANT POWER SUPPLY AND BATTERY BACK-UP. SYSTEM 5H~LL CONFORM TO SECTION IO4~.~ OF THE NY5 BUILDING CODE. 2- ALL ELECTRICAL ~ORE 5WALL CONFORIM TO THE N~T~ON~L ELECTRICal CODE, LATEST EDITION. AND ALi O~HER APPLICABLE STATE AND LOCAL CODES. 3- ALL ~RING 5HALL ;~E COPPER. ~- EMERGENCY LIGHTING~H~LL CONFORM TO SECTION ~O32.~ OF THE NY5 BUILDING CODE. REFLECTED CEILING PLAN 1/4" - r-o" SUPPLY REGISTER (CEILING) RETURN GRILLE {CEILING) RETURN GRILLE fWALL) I TITLt~ REFLECTED CEILING PLAN BURGER KING RESTAURANT MAIN ROAD MATT~UCK. NY ARCI.III'I' I~'"T~ DONALD A. DENI,5 P.O.BOX MAIN ROAD A~UBla, OG, UE. N.Y. f~1/.)122-$~:11 MARCH Iqq4 ~ MARCH Iqq4 ~ I/4" '* I'-0~ NO~ fla, OO , / / 1__ / / / --/1 '["e STEEL PIPE J COLUMN, BOX-IN ~/ ~UOOD FRAMING AND tUOOD TRIM ~TYPICAL) OFE 3' -z ~ Z 3-COHPART~"IENT I // / // I ~1 -- -S~N~C~ ...... A~EA - KITCHEN ENCLOSURE 5HALL H A I-HOUR FIRE RESISTANCE RATlt DIN ~TU~: TO~PD OF CONCRETE e'-~" ] __ /I 34~2 I I :~i4g2 I/ 34~2i I!1 34s2 ~1 3462 :" R.O. . . I~.O, :" R.O.; "1" ~.O. 1~'-IO" I~'-O" R.O. N i 4'e STEEL PIPE -'/ COLUMN, BOX-IN tll/ WOOD FRAMING 1'12" [ 2'-2" BARE · VEGETABLE CUTTER PANEL DRY I!JATER FILTER "' BLOCKING I/4' = I -0 NOTES: SQUARE FOOTAGE SO~;O SF GROSS FLOOR AREA ? ~ 7~ !- PROVIDE AND INSTALL A SPECIAL SPRINKLER SYSTEM IN THE KITCHEN AREA IN CONFORMANCE [UITH SECTION '1'1L4 h) II) hi) AND SECTION IO,~O."f lg) OF THE NTS BUILDING CODE, SPECIAL ~PRINKLER INSTALLATION SHALL BE SUPPLIED FROH THE DO~E.ITIC ~ATER SERVICE. PIPING 5HALL BE SIZED ACCORDING TO GENERALLY ACCEPTED STANDARDS. SPRINKLER CONNECTION 5HALL BE ~ADE AT THE ~ATER SERVICE ENTRANCE TO THE BUILDING ~lTH NO INTERVENING HEANS OF 5H~T-OFF. IF HORE THAN {lO) HEAD5 ARE PROVIDED AN AUTOHATIC LOCAL ALARH SHALL BE HOO~ED UP TO THE 5YSTEH. SYSTE~ LAYOUT SHO~N IS SCHEMATIC ONLY. 2- A HOOD EXHAUST SYSTEM FOR COOKING EQUIPMENT SHALL BE PROVIDED AND PROTECTED ~lTH A FIXED PIPE ~'AN~UL") EXTINGUISHING 5YSTE~. 3- A NON-COHBUSTIBLE DRAFT CURTAIN SHALL EX] END DO~N A HINI~ OF 2~" FRO~ THE CEILING A~OVE THE OPENING BE~TEEN THE SERVING AREA ~ND THE KITCHEN. ~- ~ITCHEN ENCLOSURE 5HALL HAVE A I-HOUR FiRE RESISTANCE RAT]N~G. B- ALL INTERIOR ~ALL AND CEILING FINISHE~ 5HALL HAVE A CLA55 A ~R B 5~EFACE FLA~E SPREAD RATING. FE - FIRE EXTINGUISHER PB - PULL BOX EX - EXISTING NIC - NOT IN CONTRACT I- WINDOW CATALOGUE NO. REFER TO 'ANDERSEN', PERI'IA-SHIELD W/ LOW 'E' GLAZING. ALL OPERABLE SASH SHALL HAVE SCREENS. 2- CONCRETE TO BE SOOO PSI AFTER 28 DAYS. 3- ALL STRUCTURAL LUMBER TO BE D-FIR, ~2 OR BETTER, Pb - I~O PSI {HIN.) 4- LINTEL ~CH~ULE~ · .AC. Eh TO o. L-I 13) 3, 1/2' x 3, 1/2' x L-2 (2) B' x 3, 1/2' x $/l&' CLLV) L-3, (:2) z.. x 3, I/2' x B/I&" (LLV) L-4 LU8 x 3,1 B-DOUBLE ALL FRAMING AROUND OPENING3, AND UNDER PAI~LLEL PARTITIONS,. OF.E.- Flfi~ EXTINGUISHER {SURFACE) ~) F.E.= FlEE EXTINGUISHER (RECESSED) KING RESTAURANT MAIN ROAD MATTITUCK, NY DONALD A. DENIS, P.O.BOX MAIN ROAD AQUEBOGUE. N.Y. IBI&)"I22-~II 3,1 UARCH Iqfl4 OATI!~ 3, MARCH Iq~H ~! · ~ i/4' = I'-O" dO~ RO~ q3,OO TOP OF PLATE TOP OF MASONRY FACE DAMPPROOFING CONC, BLOCK IGRADE FOO ING ...... ' i ./ /./ II / RIGID INSULATION ~ '"%/ TM // ~, I I / F3/4 PLYWOOD SHEATHING I~ //~ ~"~ WOMEN SPACING ~ MEN RIGID INSUL. ~L-DF AFT CURTAIN I ]/2"x3 ~IETAL STUD5 W/ ~/8" TYPE "X" GYP. BD. BOTH SIDES KITCHEN fl-HOUR FIRE RESISTANCE RATING) ,~4" ='. CONe. SLAB I/4" = I'-O" ~ ASPHALT SHINGLES OVER I!i;~ FELT "PIGGY WOOD 2'4" OJ WOOD 24" C.C. 12 BACK" '"~, ff RUSSE5 % TRANS~ UNIT DOUBLE- HUNG WINDOUJ LINE Of WALL ~--ACOUSTICAL TILE CEILIqG ALL WALL I CEILING PINISHES SHALL BE CLASS A OR B DINING ROOH f--4" P. CONC. 5LAB ALUM. COPING t I-II SIDING ON BACK WALL OF ROOF SPACE FOR MECH. EQUIP. MEMBRANE ROOFING OVER RIGID INSUL. fSLOPED FOR DRAINAGE). ~/~ PLYWOOD SHEATHING CURTAIN AND KITCHEN ENCLOSING WALLS 5HA,L,L CONSIST O: ---- I I/o X3, g/B" META STUDS. IZ" O.C.. W/ S/8" TYPE "X" GYI BO. BOTH SIDES fi-HO FIRE RESISTANCE ATING) ACOUSTICAL TILE CEILING fl-HOUR FIRE RESISTANCE RATING) ALL I/JALL t CEILING FINISHES SHALL BE CLASS A OR B KITCHEN ~-P. CONC. 5LAB BI8" GYP. BD. (RI2) 2xS FURRING - SECTION r-o' 2" RIGID INSUI. fR lO) 2xL RR 24" C.C. PACE BRICK CONC. BLOCK SECTrO 8 BURGER KING RESTAURANT MAIN ROAD MATTITUCK, NY AI~NIT~T, DONALD A. DENI~ P.O.BOX Bt=: MAIN ROAD AOUEBOGUE. N.Y. REVISIONS; DATE: 3 MARCH 1'¥14 40~ NO: '~3OO DRA~ING NO. OF Aq ELECTRICAL. 5YI'IBOL5 ~ I DUPLEX RECEPTACLE ~) ~u.P.I DUP.REC.-~ATERPROOF ~¢,m ~- DLIP.REC.-GROUND FAULT INT. ~] ~_ DUP.REC.-FLOOR (~ ii DUP.REC.Tfl)SWlTCH OPER. ~ SPEC[AL OUTLET O SURFACE FiTD.-CLG. K] UJALL MOUNTED []~ EHERG. LIGHTING IDUP. HEAD) ~ FAN / L,GHT COMB,N. ~__]] = X 4 FLUORESCENT [---'~ IX 4 FLUORESCENT ~---~ UNDERCAB. FLUOR. /k TELEPHONE (~ SMOKE DETECTOR' [] FAN (~) THERMOSTAT NL NIGHT LIGHT ~) EXIT LIGHT PB[] FIRE ALARM "PULL BOX" '~ 3 S~ITCH :5-WAY ~m 5WITCH ~/ DIMMER FIXTURE SCHEDULE BYI'IB. OL DI~P-JPTION C E EXIT SIGN 18/ EMERG. BATTERY EXHAUST FAN F G RECESSED SOFFIT FIXTURE H DECORAT]V.E PENDANT FIXTURE J CEILING FAN EMERGENCY LIGHTING FIXTURE W/ DUPLEX HEAD, K BATTERY BACK-UP UNIT HVAC SYMBOLS: SUPPLY REGISTER ICEILING) RETURN GRILLE ~CEILING) RETURN GRILLE (~ALL) A A A TILE % % % % fl) LAYER OF BI8" TYPE "X" GYPSUM BOARD FIRESTOPPING AT 20' C.C. MAX.. TYPICAL ALL AROUND SOFFIT SPACES A A A OUSTICAL tILE z" A.F.F. ACOUSTI( AL A A TILE A PROVIDE METAL ANGLE AT PERIMETER OF WALK-IN BOX L [UALK-IN BOX ~NO CLG. TILE) ]CAL TILE 8'-&" A. :.F. A I1% ~RE ' fl) LAYER OF ~/8" TYPE "X" RESTROOM GYPSUM BOARD FIRESTOPPING AT 20' C.C. MAX.. TYPICAL ALL AROUND SOFFIT SPACE5 GYPSUM BOARD CEILINGS IN AREA5 {TYP.), 8'-0" A.F.F. NOTES: l- PROVIDE AND INS']' ALL A FIRE ~ SMOKE DETECTION SYSTEM THROUGHOUT THE BUILDING. 1N DINING AFTRA, RESTROOhlS, ETC. USE 5HOKE DETECTORS, IN KITCHEN AREA USE HEAT DET.:~CTORS. ALAR~ SHALL BE A~/DIBLE AND VISIBLE THROUGHOUT THE ~UILDING. PROVIDE (33 ~ANUALLY OPERATED FIRE ALARH BOXES A5 5HORN, SYSTEM SHALL BE "H %RD-~IRED" ~/ CONSTANT PO~ER SUPPLY AND BATTERY ~ACK-UP, SYSTEM 5HALL CONF()R~ TO SECTION ~O~O.5 OF THE NY5 ~UILDING CODE. 2- ALL ELECTRICAL ~ORK SHALL CONFORM TO THE NATIONAL ELECTRICAL CODE, LATEST EDITION, AND ALL OTHER APPLICABLE STATE AND LOCAL CODES. 3- ALL ~IRING 5HALL BE COPPER. ~- E~ERGENCY LIGHT?NC 5HALL CONFORH TO SECTION lO~2.5 OF THE NY5 BUILDING CODE. REFLECTED CEILING I/4" = r-o' PLAN.o REFLECTED CEILING PLAN BURGER KING RESTAURANT IllIN ROAD PIATTITUCK. NY 5T,a ~ 3,1 I'IARCH 19'94 DA~ 3, MARCH 1994 ,,~C~,I la , I/4" - r-o' NO, `9300 NO. ARCHITECT: OUSTA¥50N / OUNIDE5 Af~C..H I TEC. TUf~E F32 LEXINC~TON AVENUE STRUCTURAL ENGINEER: PAUL p. YALE~IO, P.E. CONSULTINO ENOINEE~5 1NEOLA, NY 115¢1 MAIN ROAD MA TTITUCK, NY FIRE INSPECTION REOUIRED BEFORE OPENING OCCUPAffC¥ OR WI'ffiOUT CERTIFICATE OF 0CCUPAI~Cy MECHANICAL/PLUMBING/SPRINKLER/ ELECTRICAL ENGINEER: MAf~TIN A. CON.%ULT INO ENOINEE~5 5,52 PAt~-, AVENUE 5OUTI-I NEUJ YOt~'"-., NY 2]2 OWNER: McOONALE)'5 COf~POF~ATION '"fO EABT 5UNWISE t..4IGHLLJAY SUITE vALLEY 5Tf~EAM, NY 11`58,1 YvONNE L'f~NCH ~1~, -8;12 -¢2¢2 LIST OF DRAWINGS: Af~CHITEC, TUp-.A~- A-2 A-T A-I¢ TITLE pAGE OENE~L NOTES, ~E~PONEqBILIT¥ ~UILDI~ DEpA~T NOTE~, ~L NOTE~, LEGEN~ ~1~ PL~ ~DATI~ PL~, DETAIL~ ~OPOSED PL~ ~0~ ~FLEC~O =EILI~ EX~[O~ ELEVAT~ E~TE~I~ ELEVATI~ ~ILDI~ ~ECTI~5 H/C TOILET DETAIL5 ~ ELE~ATI~, OETAIL5 pA~ITI~ TT~E~, DETAIL5 DOOR / HA~A~ ~HEOULE, FINI~H ~HEDULE 5T~UOTU~.,z~,k 6-1 ~OOF FI~&MINC~ PLAN, DETAIL8 PI-I GENE~C,L NOTEE,, P1-2 NM,AC PL~4 P1-5 ROOF PLAN N-4 $CHEDULEE~, 8'TT'IBOL5 P/-5 ~ETAIL5 HEM CONTROL DIAGRAi~I$ PIE-2 UJIRING DETAIL 5COPE OF tlX2f~ p-I P-2 P-4 E-I OENEF~,L NOTES, A~E~REVIATIONE~, 5YT-1BOL,5 LIST, LIGHTIN~ FIXTURE E~;HEDULE E-2 LIONTIN~ pLAN E-3 p6AER pLAN, DETAILt5 PANEL !SC;HEDL~LE~ DETAILE,, 51TE: pOtDE~ pLAN W-.ITCHEN FIRST FLOOR Ed;~UIf=~iENT FI~T FLOOR LA¥OUT~ FIRST FLOOR ~OU~H- IN~ FIXTURE cONNECTION LEGEND FIXTURE CCf,~E<2TION LEGEND LOCATION PLAN: blAIN I"1,~TT ITU, OK, NY TOU.JN OF 5OUTMOLD SUFFOLK. COUNTY ZONE :'E~" (GENEI~AL ESUSINE55) .%UFFOLW. COUNTY TAX hlAP: ~' 1~O 122 '1 3.1 Z <[ r NOT TO ~CALE Z ENEf AL NOTES F ESPONSIE ILIT¥ SC. NEE::)ULE tDLJlLDIN DEPARTMENT NOTE5 I. All ~ork ~hall ~ompIg ~l~h ~ r~ulr~ or all Io~al ~. O~r~h~n~lv~ ~ral Ila~lli~g ln~uran~ ~ ~ L T~l~al m~l ~u~, ~um ~oar~ la~ an~ r~ulatl~n~ lncludin~ all haUl,al, ~tat~ a~ (ln~lu~in~ ~r'~ an~ contrac~r~' ~utur~ Ila~lllt~ ~ ~ ~ (5-~/~") ~tal studs I~" o.~. s~ur~d to und~r~ ~ ~, ~ ,;, ~ra~In~ an~ ~ro~c~ln~ all ~orK ~urln~ ~a~ and shall notlfg ~n~ral Contractor. ~. ~o~llg Injurg [iabl]l~, D ~ ~ ~ ~ ~ ~ a~alnst ~ama~, br~a~, collapse, distortion and I 3. ~ontrac~or shall ~a~ for and ob~aln all ~rml~s a~r~at~ ~2~. _ ~ ~ ~ _ ~ ~ ~ _ ~ mlsall~nm~t accordln~ to a~llcabl~ cod~s, r~uir~d For his ~or~ Co~t of said ~rmlts shall b~ c, Pro~ert~ dama~ Ilablll%~, ~ ~ ~ ~ ~ R ~ standards and ~ood practice. paid for b~ th~ contractor. This Includes all ~ach occurr~nc~ $2~,~. ~ ~ ~ ~ ~. No mood ~lll b~ used In public corridors or stairI lns~ctlons b~ authorltl~s h~vln~ jurisdiction. 4. Contractors shall hav~ approved ~orKln~ dra~In~s d. ~op~r~g dama~ liability, · · AH and bulldln~ d~par~m~nt-a~proved p~rm[t dra~ln~s a~r~a%e ~2~,~. 5. Ali doors r~qulr~d %o b~ flr~-rated shall b~ of I · ~, r~, ~, ~t u,~ ~l~, lncombusUbl~ mat~rla Is and shall b~ar UL and ~ . ~. Con~ra~tor ~11 verit~ ~11 ~Imeneione ~n~ ~on~itlone · ~,~r~ov~i (~l~ee-~ I-I/2 Mour). I I premises. All discrepancies shall be re~orted to t~ and contractual Ilabtlit~ coverage and shall ~. ~eneral contractor shall obtain bulldln~ ~erml% andI architect Failure ~o do so ~u~s all responelblll~g Insure o~ner's contractors a~alnet an~ and all shall prepar~ and Fll~ all n~cessar~ for dlm~slonal ~rrors on ~ ~n~ral C~ntractor. claims f~r ~rsonal [nJur~, lncludln~ ~l~ath · · ~d~. r~s~onslbl~ ~or other a~cl~s hav~n~ ~urlsdlctlon. r~sultin~ t~refrom and dama~ to prop~rt~ of ~. ~n~ral Contractor shall ~r~par~ and submit to %h~ others arlsln~ ~r~m o~raUons ~d~r contracts · · ~e~ mo~o ~,~or~ Lo accuratel~ reflect as-built conditions of carter's o~ner's contractors or b~ anyone dlr~ctl~ or I · ~ ilab and/or L~ln~ (tF r~'d,) ~lumbln~ s~st~s. · I FI~ and roo? ffaml~ C. Com~r~h~nslv~ au%omo~ll~ liablll~ tn~uranc~ · · Ex~,~,. T ~11 ~ood shall be f[r~ r~Sardant treated as p~r cod~ lncludln~ ~h~ ~n~rshl~, malnt~nanc~ and r~ula~lons, op~ra~lon of an~ automotlv~ ~ulpme~n~ o~n~d, e e ~or ~dd~ .~ ~ ~. ~ll ~ood shall be ~lln-dried~ mill ~uallt~ flnTsh and amounts: m m ~m~s m~ ~ ~m, shall r~c~lv~ a flr~ r~tard~t coatln~ or %r~atmenL m · an~ suspended cellln~. All flnlsh~s shah hav~ a ~a~ p~rson s2~OO,OO~. · · w~m floor b. ~o~lI~ lnjur9 liability, · · ~amrc ~afl ume 9. ~o not scal~ ~ra~ln~e. ~.C. ls r~sponsl~l~ For ~ach occurrence ~2,~O,~. · I ~11 ~v~l~ ~ Dlnln~ ~ ' ' ANSUL NOTES I I~. Contractor shall furnish and rnstall, as required, hand- ~a~ occurr~c~ s2,~,~. · · , Dr~all ~llln~m and deopp~ ~rnt. operated Flr~ extln~uls~rs, U.L. rated as p~r local · · Trim m~al (~llp., ~m., / of insurance ~ve be~ delivered to McDonald's. · · ~op il~, la~atorlei Ii. All contractors s~ll b~ bondable, Ilc~sed · · ~.~l .~.~ s~ll file [h~ ansul ~yst~ for approval./ contractors poss~seln~ ~ood labor r~laUons and E. Indwells= Contractor shall rull~ pro[~ct, d~r~nd, · · M~uboa,~ Th~ kltc~n ~qul~men[ supplier shall install / must b~ capabl~ of p~rformln~ quality ~or~anship Ind~mnlF~ and sav~ ~rmless o~n~r an~ · · ~ '~'~ ~ / / · orkln~ on this ~roject. and engineers a~alnet all Ilabl]l~ ~u~l~m~n%s, · I off-i~d a~ ,tore McO~alU'e-*uppll~ dama~s, costs and ~x~ns~s, Includln~ · I Mana~'i d~ 12. C.C. shall applw For and pa~ for all utlllt~ m~t~rs and attorney's f~ee, arlsln~ from an~ and all claims · · all [~porarg utll[t~ s~rvlc~s, as required, r~latrn~ to t~ p~rrormancm or non-p~rformanc~ · ~rp~t~, ~ da~. mm*~mm~.~ ~ I~. ~H~n~s sHaH b~ und~rmri%~rs a~rowed~ n~n- of o~n~r's ~or~ durln~ d~molltlon and construction. G.G. shall have 14. Contractor e~ll b~ r~sponslbl~ For dall~ r~moval or a IIc~s~d struc%ural ~ln~r to d~sl~n all s~rln~ · i / 15. Prior to commenc~en[ of ~or~ contractor s~ll contact 22. Cons[rucUon equipment and ma[~rlals are %o be · · ~oe~[. '~':-> ........... *'?*=* NE~ STUD PA~TITI~ ~R PA~ITION ~PES / pre-construcUon m~tl~. ~t ~hl~ tlm~, he ~[11 ~r~sent slde~al~ durln~ construction. Contractor shall not t · ~ord~ge / / a Iis~ o¢ t~ names, addresses, and telephone numbers block exits durln~ construction. ~ p~ / I~. Contractor shall compl~ ~lth all provisions of th~ on~ gear, unl~ss otherwise no%ed. Contractor shall · · ~,~,,,v~d~r~ / OccupaUonal SaF~ and H~alth Act Furnish to %h~ o~n~r a ~rl%%~n ~uaran%~ stlpulatln~ · · Mam.~v,~ / Contractor s~ll compl~ ~lth all requirements listed in · · Exl~ and proposals shall [a~ leto consideration all · · Tele~ c~lt and ~tl~. ~ TOILET ~6~RY I~. Illuminated sl~n subcontractor and ~lndom conditions ae L~ affect th~ ~ork ~d~r this · · Fabrica~ors shall submit 3 prints and I s~pla for Final contract. Failure ~o ~xamTn~ [h~ si%~ shall no% · I ~laralam,~lt~(IFappIl~bl~) ....... PL~D FINISH / fix%urns, fI%[ln~s, and ~qul~m~nt as required. 25. All n~ mork to compl~ ~I%h th~ Am~ricans ~l[h ~em~ ~ ~ALL-~TED LIGHT 2~. Th~ ~n~ral ~on~ractor's and ~ubcon~ract~r's r~ulr~d door ~ldths, ~c.) ~".~ ale[mum cov~ra~ and limits of liability: · · ~ A. ~or~r's compensation and ~m~lo~r's Ilabllft~ Ts substT%u%ed b~ ~he ~eneral Contractor, the G.C. fe · Pl~r,~ Insurance, ~Ith Ilmlts of no less t~n ~1~ and res~onsibl~ For Fll[n~ an~ '~ost-ap~rova~ amendments." · I as r~uir~d by ~ploy~s b~n~F1% ac~ ~r p~rrormed, as ~lll protect t~ant's contractors ~or t~ contractors' m~thods and m~ans of from an~ and all [~ablllty ~d~r th~ aFor~tlon~d construction. · · ~ m,.. ~ I~.e 2~. Con%factor to r~Fer to "$~clFlcatlons ?or Mcdonald's · · ~t~ ~ Standard ~uildln~s" For Further InrormaUon. · · UNUERWRFFER$ CERTIFICATE REQUIRED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2/10 OF 1% LEAD. if (~e]per tubIT~ leumd fer wirer distributing ~sm; plpl~ IImll bi ef~ K 0r Lmly. MAIN MATTITUC~, NT GENE~L NOTES, t~E6PON61tBILIT¥ SCHEDULE. E~LD~. DEPT. NOTEG, ~.N6UL NOTES, LEGEND NO SCALE 5' [UIDE CONGRETE 51D ELLJ,~,LI(CTYP.) , I "EXIT ONLY" pAf~<'.ING CALCULATION,~: FA.~T FOOD REE~TAUR,6~IT= I ~'I=ACE PER 2 ~AT$ OR I 8P~:::E PEf~ E~ ~F (IUHICHEVER IE~ · ~3 5PACE5 TNEf~C;~E ~,3 PA~;~.IN~ ~PACE$ f;~E6;~JIRED. b& pA~-.IN~ E~PACE~, I:=R:O¥1DED ([NCLUD[N~ 5 N/C 5pACEE,) (15 t"IORE POSE~I~,LE AT, A~5 NOTED) G I I z /v I~' MIN. LOA~I~ ~O NOT ENTER" ~ELGI~ ~L~ · "ENTER ZONING INFO~"1ATION: PI~=MIE, EE, LOCATED IN ZO'~IE '15' (GENERAL 15tJ~,INEE~E~) FAST FOOD REST,4~Jf~NT - "$PECI,O,L EXCEPTION U~tE." 5ETE~ACfc~: F~i~T YARi~D: 5[TE AFiii~A= 13~,,~21 5F (2.G~5 AC. RES) BUILDING AEEA, 3,155 )BITE PLAN 1:2~ ,? pA'v'ED A~JEA (F'ARKIN~. 4¢,4'~4 ~ (31~.) 61DEtUALK, SLAES$, ETO., 3.¢14 E~F (2c3¢.) LANE>Ex;APED Afe. EA (L,NEN, pL,N~TING.5~ 54,95E, E~F (42~-) AI~EA TO ~JE~IAIN NATURAL ("AE~ I~'"-~ / / / MAIN MATTIT~CK, GITE PLAN DA ?B MAR. TDP C~ SLAB T"r"PICAL SECTION 4,T NEW (~4" SQ. COL. AN[::) FOOTINC= NOT TO SCALE OONCf~ETE NOTES: C.C~C/~ETE TO E~E 3~¢ PSI AFTER 2~ 2. ALL ~LA~ TO HA~ &" x 8" ICA~ ~ C~L JOINT~ ~L ~E ~VIDED ~ NOTED. 4. ~IL BEARI~ CAP~I~ BA~D ~ 5. ADD C~C~ LE~E F~ ~R]~ ~E~ ~1~1~ STrUCTUre, AL STEEL NOTES: ALL ~,T~L~CTUI~- .~TEEL EflAALL C.4~NF~i TO THE E~=~ECIFICATiONE~ FC~ THE DESIGN FABRICATION E~TRI.JC'~I;~,L ~'TEEL BUILDINGE~. ALL E, TEEL ~t-IALL ~ ALL FIELD C.~:~N~[ECTIC~t6 E~IALL BE [JN~=INI~t-IED (A~11'1 A-3~l) E×CEPT Al5 FOLLC~ ~-IER~E HIGN-~TREN~T~ E~:tLTED (~TH A-325) OR tUELDED ~OTIC~E, ARE REG(JIRED, ALL BE.~'I~, TO C~LUI~iN C~LI.J"IN SPLICES. C. ELE~E[/JHERE IF NOTED ON THE DI~AUJINC~,. 3. ~ ALL ¢=44Op C..C~,~ECTION8 ~44ALL BE UJELDED, Ch~ BOLTED mlTH HIGH-STR~N~TH BOLT8 (AS'iT'1 A-325.2 4. LINLE~E, OTI..IEF~JJI~E NOTED ALL A-325 ~LT~ E, HALL E~E 314" DIAM~TEP-,, ~ HOLE8 TO BE 13A&" DIAI"IETEF~.. ALL END C...~I~ECTI<::~NE~ ~HALLBE FULL ST~-NGTN CC~NNECTIC~E~ CAPABLE C~ RE016TIN~ TNE HAXIP%IH UNIF-Of~ LOAD C~N THE .SPECIFIC BEAM AND ~PAN. THE CONTI~CTOR E, HALL ~JE~'IlT ~EL, DE~, ETC., FOR A~OVAL BEF~ ~EED{~ ~ITH THE ~ THE ~T~CTOR ~E~ ~LL ~5~81~1L1~ FOR DI~I~ CO~C~. Ap1'~L¥ DNE 6HOp COAT AND <:~NE FIELD COAT C~ RED OXIDE, INHIBITIVE PAINT. FOUNDATION FC~!DATIC~I mALL ON ~ I --I ~ITH 4" BRICI( LED~IE 20" x 12" CONT. pOJRED CONC. FOOTING I __ O I ON 20" x 12" ~T. I ~NEXCAvATED e ~ I I A~ ~pACTED ~U~DE, [ DA~, TOp ~ ~C~TE I I C C. FOOTIN CONT/~ACTOf~ SHALL FIELD VERIFY DIMENEflCN~ OF EXI~TIN~ ~OTING~ ~N~D FZ::;~,,I~ATIONE~ ~ ~ALL NOTIFY McDON~LD'~ OF DIFoCI~Ep~NcIE~. CONTI~,AC. TOf~ PI~OVIDE CFIAE*EE, THI~::AJ~H EXIt, TING ELECTRICAL RJN,~, ETC., A~ REG1JIf~E~. FOUNE)ATION PLAN 1/4" = I'-~" FOL[NDATION PLAN, DETAILS, NOTES NOTE~: EXTER[IC~ DIMENSION LINE~ ARE TO COLUMN C. ENTERLINE$, AND/C~ t=~:::E OF FC~,~ATI<:::N ~ALL~, UNLE~,~ OTIAEI~I~E NOTED. 2. INTERIO/~ DIMENTION,5 AR[E T~<E~ TO FACE C~ ~ FINISW. K. ITCHEN ~HALL TOILET& IIIITH TO STR[UC. TURE A ~,PECIAL ~SP~[Nt~.LER[ 5¥~TEM ~SU'r~-LIED ~ THE DEI"IEE~TIC IllATE~. ~Ef~/ICE ~HALL BE INSTALLED IN T!-IE F-.ITCNEN IN CC~'~C~I'fl~CE IIIITN THE NEW ¥OF;~:: STATE ENJILD[NG CODE. .~,. ALL INTER[IOR[ I.UALL ~ CEILIN~ FINI~,HE~ 8,HAL. L HAVE CL~ A OR[ B E, Uf~ACE FL,N'1E r:,f=l~AD ~J~,TI~. ALL LINTELE, IN EXTER[IOR[ [UALL~, TO 15,E I-lOT DIPPED ~AL¥~NIZED. ALL LINTEL& TO HAVE 6" 'PIINII'IUPI 15EAR[IN~ AT EACH ~ ~E p~ A-II ~ pA~ITI~ TY~5. L_J L_J <~ 2 <~ 2 <. 2 ~__: I 'Ny/ N.y/ Ny/ \y Y Y r--m-m-W < > < > < > I I: II IIII IIII II L_J L_JL-J L_JL_J L_J I I I I I I r--q F---r--q F-mr-q F-m II I II Illl II '--.______.---'--.______.--''--.______.--' r ] F-f T--7 I I LINE OF= EAVE AE~OVE -- (Th'p.) ~ CUSTOMEf~ 5EI~VICE I D rF MEN / 2'-I~' 2'-I~ u KITCHEN 11,-41. iL__ I _--J -PLY- LUD. ~TORAGE L .......... Ji LINE C~= EAVE A~OVE -- LINE OF ~ITCNEN E~JIPMENT ~LOC~ ~ALL UJITN E~R[ICK VENEER[ (T¥1='.) MAIN ROA~ MATTITU, CK., NY PROPOSED PLAN 1/4"= I'-~" CaDll A Ill OUT~IIDE FACE --.--~-.-.-.---------.---.-------~-:.-~-:~-~.~:::~-.-------------~--------~-.---------~-~-L~--~--L¥-¥-LL¥.--LLLLLLLLLLLLLLLLLLLLLLLL%LLLLLL~LLLLLLLLLLLLLLLLLLLLLLLLLLL~- L ID(DI~MEf~ ('TYp.) 4"~ ~TEEL COLUMN IUITt-I t/JS, xl'l AT PEI~IMETEI~ OF HNIT (?¥p.) ~NU - IDU~T L--J LINE (DF K~NEEW,ALL (~) F~?OF F'LAN 114 - 1'-O" M~,IN M.~,TTITUCK., NY PLAN I/4"= P-O" ~bll EXTERIOf~ ~OR=IT I EL., 1~'-0" ] 2' x 2' LAY-IN TILE leg. * ~'-2" 2' x 4' LIGHT FIXTUI~JE (TYP,) E] E] A A A A O O O O )f~EFLEC-.TE~ CEILINC= PLAN 114" = I'-~>" mEN O,U~5 ~hlO~E 15AFFLE I EL.+ *'-I1" [ O ~ O -I A F r L ~JOMEN A . L. L_JL_J 0 0 ~ CEILIN~ [EL.+ ~'-~"] (T~p. IN TOILET ~OO,'IE AND E~TALL&) (TTpJ x 4' I~.E,CE.~*ED FLL~RE~ENT LIGHT FIXTURE (TTP.) [EL,+ I~-~*''] x 4' LA'Y-IN TILE CEILING I EL., ~'-,1" I MAIN FROAD MATT ITUC:;K, NY CEILING PLAN ~p~A/T ~C~ 5NIN~LE~ ~ ALUM. GUTTER LEA~E~ PAINTED I]~41TE CTYP~ EL.; * 10'-0" DOIJESLE-NL~4G IIIINDCXt.~ WITH ~TEEL piPE COLUMN -- WOOp TRIM 12 ELJ * 0'-~" EL,~ + II'-~l/;" +/- ~ A~pNALT ~ 844[N~LE~ (TYP.) I x ~, F~IA PAINTED WHITE I x IO FAE. CIA I5OAI~D PAINTED LUNITE (TYpJ 5TEEL pIPE COLI..IPIN ENC.0,SED IN FR~'I[~ ¢~ID WOOD TRIM MET,AL DOU. I4~4=OUT FA~2E t~IC, K (TYP.) EL-' + 25 -IOI/:1 +/- 12 .7/: vINYL ~IDIN~ (TYp.) DIAJ"I, VINTL LC~JYER IglTH ~TOI~ SHIELD 12" DIAH. YlNYL LOUVER WITH ~2 EL.~ + 10-~ DOUBLE-HUN~ UJINDOtU~ WITH TI~4,N,~2M UNIT ABOVE (TYPJ E~TEEL pIPE COLUMN ENOA6ED IN F~PIlNkC~ AND IgC;;~C~D TRIM .,~TOP ~ ~RICK E~; ~":--~' .~.FINISHE~ FLOOR I I I I I I I I FILL ~OX CVE~IP¢ LOCATIC~4 II I I I I I I ~ I WITH KITCPlEN PLANE~) I I I I I I I I i I ¼ ,-' '-' I ................. J L___JL .... 1 ............................ %____L ....................... J- ....................................................... , ~, TOP OF lO. NEE WALL EL.: + IT-Il" +/- M~IN ~OAD MAtTITUC~.~ NY E L E',,/ATION5 ELEVATION I/4" = 1'-0" .~TOP OF ~ RIDGE EL~ * I'~'-~,1/:'' */- Ar=,PHALT ~ SHINGLES (TYp.) ~ PAINTED lUCITE (TTpJ EL,= * PAINTED IGNITE (TYP.) STEEL PIPE COLUMN ENCASED IN FI~J~'I[NG AND METAL DO~SpC~T ~_FINI~NED _FLOO~ EL.: .~TOP OF K3',IEE E'-E';~ .;]~-IP ~ LINE OF RECESSED AREA BEYOND ~pWALT ~ SHINGLE5 (TYPJ METAL ~ER PAINTED ~1~ pAINTED ~ITE (T~P.) ELEVATION I/,4" = I'-~" EL,, + 2b'-IO~x;'' +/- ~_TOp OF K~EE UJALL ET + 19'-t1" ~-/- 12 LINE OF REC. E,~ED AREA A6pWALT ~ VINYL LC~VER [UITN ALUM. COPING (TYp.) ~_UNDER~IDE OF DC~"/ER EAVE EL.= * 20'-31/;'' +/- · FLA6NING (TTp.) ~HINCCE hlO/DIN~ VINYL ~IDIN~ (TYPJ I x lO I.UOOD FI~IEZE ~50AI~:~ (TYP2 U.~QOD TRIM (TTp.) ~IRE~ OF T~ EL.~ ,' IO'-O" I x 0 FASCIA pAINTED ~--liTE (TYPJ PAINTED ~ITE (TTP.) MET~ FACE BRI~ ~ LINDEf;~IDE OF RC~F DCXJBLE-~ WINDOW [UITN UNIT AE~VE (T"C'p.) I I I d h L ................................................................................................................................... J- .... JL___J ~ FINI&HED FLOOR '-,,.- ~ '.~-~,~ ELE'v'ATION I/4" . I'-~" MAIN ROA~ MATTITUCK NY ELEvATIONE, 12 IN~ULATIC:IN (.6LOPED TO DI~AIN~ ALUM. COPING T I-II EIDI~ ON BACK WALL ~TOP OF KNEE WALL EL~ + 1'~'-10" +/- ~TOP_ ~ ~L__OC,~ __ EL~ * ~-.ITCHEN I x 8, FA~,CI.~ PAINTED IIIHITE I x JO FA,~CIA PAINTED ~IITE (TTpJ FACE BRIC~. (TTp.) -- EXIE~TIN~ FOOTINC~ (TTP.) ~.L!NDER~I~E,,OF DC:f~'1E~ EAVE[ EE;-,.- + 2~rz-.4- +/- 12 Dl~i~'l. V'INYL LOUVER WITh STOf~-I 8~H1ELD IBE¥OND /ALUM. COPING (TTP.) I-II ~,{D INk~ ON B,~CJ<. IIIALL 12 DC~J~SLE-NUNG ~.JINDOIUE~ WlTN TI~C~M UNIT AE~OVE (TTP.) STEEL P{PE COLUMN -- WOOD TRIM .~TO~ OF E~f~ICK E-~.= + 2'-0"-- FLOOR ~--~,r -- G.C. 8WALL P~vIDE NEW CONC. LEDGE AT EXIS, TING FOUNDATION TO ~C~ODA~ B~IC~ FACI~ (TTP.) ~ IN IN< 4" CC~CR~ETE 6LAE5 KITCWIEN ~TDP OF ~EE WALL EL.: + III-H" +/- GUTTER ¢'TTp.) I x D FA6CIA ~OARD, PAINTED IL~ITE (T'YPJ lO FA~IA PAINTED ~ITE I"'I,~IN MATTITUCK, NY 6ECTION$ FII~E R~T. BLOC. KIN~, A5 I~EQ'D. I C,U~,TOMEf~ 6Et~.'vgC, E I FII~E RET. BLOC.~IN~, ' AS ~.T. Ek~SE I CU~TOMEf~ 5ER'v'ICE I ~ CE ILIN~, 8/-~" AFF. (TYPJ GIT I~AS, E. ,NND FL~DI~ (TYPJ HANI~' DR'rER ~ LINE ~F AD.A. pANELS TOILET (TT~.) -- ~OAp DISPENSER I 1 I/2" 1 DIAM. SLEEVE 5/8*" I'YPE 'X' GIIJ~ ON 3/4" FIt;~ f;~T. PL'fgJ~:~D FII~E RETAI;~DANT 2 x 8* CUT TO F~OFILE GIUAI~'~¥ TILE BAIZE ~ FLOR I I (~ N/C, TOILET ELEV. I/4" = I'-~D" NElu Of~ EXISTING pAI~TITION GIT COVE (&" NIGH) AND FLOORING JOINT (THIN SET) .IGIUID UJATERI~ROOF MEMBRANE ~) N/C. TOILET ELE"/. 114" = 1'-0" (~ N/C, TOILET ELE"/. 114" = I'-~" NOTE: MEN'S TOILET SIMILAI~. H/C TOILET (TYp,) G~B BAR GIL~ CEILING, 8,'-~" AY.!=. (T~pJ PAINTED METAL pARTITION6 (TTp.) BULl( TOILET (~ I--I/C, TOILET ELEV. I/4" 1'-O" (~ tA/C. TOILET ELE',/. 114" = I'-~" ~ COUNT, E~ SECTION 11/2" = I-~" SLEEVE KITCHEN ] I" x 2 I/2" SWpf=ORT (TTpJ 3/4" FIRE I;~T. pLYI/JOOD I" x 3" ~P~C:~' (TTpJ TILE INSTALLATION 112" = I'-O' ~'-- UNDERSIDE OF STI~JCTURE ALCOVE SUSPENDED CEILING NOTES: G.C. TO INSTALL FRP PANELS OVER ~ IN ;al.L TOILETS. G.C. TO PROVIDE BLOCK. lNG, AS R~'D., FOR H/C EGiUIF:~gENT INSTALLATIC~N. SEE SPED. pAGE FOR CC~IPLETE E~;~JIF~'IENT INFORI"IATION. MEN ~T FLOOR ~ BASE L -rl,~- J / ~ / TURNING ClI~;LE UTI[.-. DRAM. TOILET ROOM E~If='i'"1ENT [] TOILET PAPER HOLDER [] HAND DRTER / / L PAINTED METAL pARTITIONS (1"'Cp.) '~" E-[ E-2 (~ C. OUN,TE,F~ PLAN IDET3 ~WALL FINISN DETAIL I/2" = I'-¢' (~ N/C. TOILET PLAN I/2" = I'-~" DETAIL5 NOTED CJ~ll TYPE 'X' C~UJB (TYpJ - pCXUEf~ PANEL IN mALL SEE ELECTRICAL SIZE ~ LOCATI<Dt4 OF ~-~/~" METAL ETUDS, ILLUP11NATEI~ r-IENll tEOA~ - PIOUNTED ON Z-CLIP~ AS PEI~ P'iCDONALD '~ SPECIFICATIONS O 3/4" PL"CU, JOOD, BOTH SIDES 0 0 KITCHEN ] NOTE, G.C. TO 'v'EI~IF't' IN FIELD ~PACE FOI~, t~ECE~SED LIGNTE EL. + VINYL FACED GI.~ CEILIN~ TILE (TTP.) ON ~-JTCIAEN ELECTF~IC, PANELe~ ,AT ~W[~ UJALL$ I/2" = t'-¢" (~) $IJSP,EN~E[D I"IENLJ ~OAF~ ~ 'v'ALANCE 1112" = I-O" --.PARTITION TYPE "IP": ~/4" PLYUZ~OD TO ~" AE~DME P~O;-T'~ E~ CEILIN~ EXISTIN~ E~JB T',r'PE//~ III II1" ~<:)TTCt'I OF ~JALL (TYP.) rjj ill!i?--~ LINE ¢ C;EILINk~ PARTITION TYPE 'gP"= 5/4" pL'T1UC~D EXISTING TYPE/'/~ (2-NOUf~) ~'"'"""- LIND E R~,ID E OF C~TIN~ C~L~I~ AT T~ ~TTOM ¢ WALL (~p.) LINE ~ t 9 114" T',r'PE Z~ ) PARTITION T'YPE~ NOT TO SCALE MAIN ROAD MATTITUCK, PARTITION T'rPES, DETAILS NOTED MATERIAL LOCATION 51ZE TYPE DOOR[ FRAME 5TOR. EFRONT 3'-O" x "'1'-O" x lZ'4" A ANODIZED ALUM. 5TO.FRONT 3'-0" x q'-¢" x P4" A ANODIZED ALAN. 5TO~FRONT 3'-¢" x 1'-¢" x PA" A ANODIZED ALUM. MEN 3'-¢" x ~'-8" x PA" B 5OLID CO~ ~OP NOLLO~ METAL ~MEN ~ 5OLID OO~ ~OOD NOLLO~ METAL UTILITY 3'-O" x ~,'-E," x 2 AT 3'-O" x 4'-~" x P/4" EA. C C WASHER / WATER HEATER ~OLID CORE ~OLID CORE WOOD HOLLOW METAL HOLLOW METAL EXTEI~IOR 3'-~" x ~'-O" x 1~/4II D HOLLOW METAL HOLLOW METAL THRESHOLD ALUMINUM REMARK.6 ALUMINUM ALUMINUM NONE NONE NONE NONE ~OTH DOOR5 WITH LOUVERS ALUMINUM WITH ~" x ~" WIf~-.ED GLA55 WINDOW WITH VIEWING DOOR NOTE~: I, DETEX ALAF;~M C-CA'~TACT EWITCHES SHALL BE f:;~.ECESSSED INTO THE TOp ¢ THE DOOR AND ~LL~ ~TAL ~E A~O~. DOOR TYPE,5 ANODIZED ALU~'I. GLAZING [DOOR C~ FEMALE SIGH [~A.D.A. SIGH pLATE PLATE SOLID CORE ~UOOD DOOR HIC,-H DOOf~ HEAD METAL FINISH ROOM 5CNE[ ULE FLOOR E~A6E WALL& CEILING CEILING HT, REMAf~<,5 INTERIOR FINISH MATERIALS OF CLASEIFICATIC~4 'A' EHALL HAVE A ¢¢Jr~=/~---E FL,-".ME-SPI~J-'AD ~Z~,TING OF 0 TO ~, IDETEI~"IINEO Bf' TESTE~ CONDUCTED IN CONF-ORMIT~ WITW GENERALLY ACCEPTED STANDARDS. DINING ROOM CUSTOMER SERVICE HALL K, ITCHEN MEN WOMEN UTILITY OFFICE CREW ROOM 5TOR. AGE GWB CEILING ATTACHED TO 2x ~DOD FF~.AMING GWE~ CEILING ATTACHED TO 2x W~)OD FRAMING FRP WAINSCOT TO 4~" AFF. MOI6TU~ ~515TANT GW~ DEHIND 3 COMP. 51N~ AND MOP ~IN~5 DOOR5 el. e2, e~: CEXTERIOleJ LCCJ<~'EL CLOSER, PUSM/PULL, U, tJEATHER E~TRIPPING, p,z~NIO PAIR:Et C$:F~ET PIVOT SETS, GP. ADE I E~UPI=LIED BT DOOR MANUF.&4;TUF'~ER ADAMS RITE MAX. SECURITY LC~.. ~JITW KEYE~ CYLINDER L~T WITH T~MB~, ~T~IDE CTLI~ER ~ ~T ~E DOO~ INSIDE C~LI~E~ TO ~ ~I~ED ~ ~TH D~R~. ~IN~ A~ER F~E ~ATE. Fl.-PET ~TEEL BOLT ~ITH I~" 5YD. TH~ ~ITH AL~NA-OE~IC IN THE CEN~R PLY. F~E PLATE TO ~ CLEAR ~ODI~D TO MATCH DOO~. ~LT I~ TO BE ~51~-~SIST~T PLATED. LCN ~24 x lB, E~IFACE-MCAJNTEO, E,~' F<:~E TUIS~JL,~R PU~-I BAI~, ~:F~ET TUISULAR PULLS ~ E><TERIOR DC~P~,, PROVIDE COI"IPRESEHON W~EATNER ~T~I~I~ ~AIN~T FI~D 5TOP6. AT OTHER E~ES, ~OVIDE ~LIDI~ ~ATHE~ 8T~I~ ~TAINED IN AD.TABLE ~Ip M~ISED INTO D~R E~E. ~VIDE E~M OR VINYL GA~T ~ATHER STRI~ING IN BO~ D~R ~lL. ADJU~T~L ~R C~T~T ~ITN T~NOLD, IF f~EC~III~ED. ADAMS RITE CLEAR ALLIMINLtM "C20-EERIES ~. pOOf~5 "4, "5 HINGE,E, CLO~ER: ~. I C.!( PLATE: Door HINGES: CLOE, E~;5 poor 'rio l OC.f~.~E T, DOOR STOP: (WAg,HER) 1~3 PAIR HA~ER BBI2'~J 4t': x 4~/3 OR E~UAL ~HL~E LEVON , UE~2~.D PINIE~H, LEVER HANDLE pOOf~ ell LC~K. SET, CLOSE~ WEATNER STRIPPING= DETEX: ( E XTERIO/~) 2 PAIR STANLEY FBBIq~NPI~ 41.'~ x McD<::::~NALO'S ~PECI~ ~E~RITT L~ET ~ITN Jl~T-~ LE~ H~DLE g~ 411~-CU~H, ~ACE-M~TED, ~e FOrE METAL ~TAINER 5TRI~, 5~E-APPLIED METAL. FINISH 4 ~ILIENT ~PE~ AT ~OTT~5: FLEXIBLE MINTL ~IPE~ ~ ~EP SEAL MAIN ROAD MATTITBCK NY MAR. 31, I~,~ S EC, IF IC. ATIONS t='f~ODUCT LC~::;ATION t MANUFACTUf~JEt~ ITEM NO, COLOR[ / FINISH NOTE,~ HATCHWAYS., INC.. ~TEEL COVE~ AND CUl~, (14 GALk~E) SATIN FINISH IN~.Tf~LICTIC~6 ~D ~COMMENDATICN6, 611-643-b344 3'-~" x 2'-6" (HINGE ~IDE) Pf~O'v'IDE I,UATEI~TIGNT INSTALLATION. MAIN MATTITU~, N~ NOT[ES: I. GEHE~Z~,L CONT~5~;TOI~ TO INCLUDE ~L.L A~RIATE INSTALLATI~ MATERIAL~, ~D FOLL~ MAN~RI~ INSTALLATION INST~CTI~. 3. C.C. 5H~L C~I~ ALL 6~ClFIED MATERIAL5 DITH MoDreD'5 PRIOR TO ~HA~E AND INSTALL~TI~. NO SCALE ~11 M,~t~ 31, FI~T DIMEN&ION CALLED ~ '~,~ FOR[ ~I-IEN DIENOT~N~ BEARING ~ 8,1ZE B · mUIDTH CF ~LE~. EXCEPT ,J- 2["2" MIN. AT - EXPOa,ED INTERIOR FACE =-46'~" MIN. AT EXTERIOR !~UALL8' X AT END, CORNER, OR pIER .z~.ONG I. UALL TYPICAL ~SE~IN~ F:'L~,TE C::)ET~IL5 FOF~ ESE,AMS ~ LINTEL5 NOT TO 6CALE PLATE NOTES, THE CI;;~E~ HATCHED Af;;~EAE~ REFER TO [UALLE ONLY. THEY INDICATE THE EXTENT TO t,~,~IICH '¢OIDE IN THE BLOC~'-, MU.ST E~ FILLED ~JITI4 ALL $1'~l,~TUf~z~. STEEL (EXCEF:q' LINTEL 8~-IALL HAVE A ~'IlNIhlU~ BEARING PLATE OF ON CONCRETE I,.~,~LE~ OTHER&U[,15E NOTED. 3. ~ E~NALL E~ ~,LOPED TO ~ DR-/HN~,. &EE pLLIf'IBIN~ pL,NflS, FOR LOCATIONS. I. .~EE BUILDING ~ECTION, ~.. A-~ FOR ADDITIONAL. INFOI~"IATION. 3'-O" OVER- HANG ~ ~ :: :: :: :: :: :: :: : / I I '' ~1 I~'~ , =,,, , i I , ' I ~ [ ~'~ ~ ~AL~ 1 ~ __ - ~ ..................... :: , :: / I II II , i I ~ 2x,~ R~, LI II / 24" C.C. (TTP.) LINE C~: BEARING ~ALL BELO[U 4"~ ~TEEL COLUMN LUITN a.~ x I'1 AT PERIMETER ABOVE Roof (FOR MECHANICAL EGtUIPMENT.) I ~ UJO0~ TI~U$5 NOTES: I~, I ~i , IcTq I c ~1 I. U.~;~:'D ~ ~E~ TO ~E DE6IGNE~ A~ ~LLO~= ~. ~ 5T~TU~ F~MED ~ TOP ~ INTERSECTI~ ~-~ ,[ I I TOP CHO~= L & J ~ -- -- -- ~0~ C~= lb' DL I~" O.C. ~E~ ~l~ 15 PA~LLEL TO ~T NOT ~I~ED TO THE A~RITECT FO~ HI8 A~O~ AND ~E~ PA~LLEL P~TITI~. 4. ALL T~E5 5WALL ~E INST~LED ~ pROVIDED TO BEARING PLATE~ ~INT GALV~IZED "NOLD-D~r' · ITH ~TH T~PO~ ~D ~NT BLO~I~ CLIPS. AND B~CING A~ PER M~I~:ACTUBEER'E~ E~PECIFICATIONE~- I~. ~ ~T~S~HALL~E~ACEASNOTED, O, ADDITI~ LOADI~ ~URI~ FR~ THE F~IN~ ~ E~I~ENT. ~EE~ALL~ MECH~IC~ E~I~NT, ~D DRIFTI~. MAIN MATTITUC~, ~OOF: Ff~AMIN~ PLAN, DETAIL5 NOTED ~aSI1 DATg CENEf AL NOTE5 t. DRA{UlNO~ AX INTENDED TO !BI-IC~D THE ~ 51ZE ~ ~E~L L~ATI~ DI~ATIC ~D INDICATE ~ A~T ~ NCLUDED IN C~CT~CT. DO NOT ~E D~I~. ~T DE~IATI~ FR~ LAT~T ~T ~ A~D BT ~cD~D'~ ~INEE~ INCL~D[~ ~I~D A~OV~ ~CIE6 ~D A~ICABLE CODE& 3. ~ER TO A~HITEC~L ~D 5T~TU~ D~I~S ~R E~CT LOCAT~ ~ ~L P~D E~I~T. AND DECOR ~FLECTED CEIL[~ PL~ ~ EXACT H~ ~T~CTOR ~L ~I~TE ~ITH ~L ~DE~ BE~ IN~TALU~ ANT E~I~T, D~ ETC. FLUES, PL~BI~, ~NT~, ETC. 1. ALL DUCT~ ~L BE C~ST~TED ~ INSTALLED IN INSTALLATI~ HVAC ~T~CTOR ~L ~LA~ ~L ~LT AIR DUCT~ ~IBE~L~ IN~LATI~ ~TH FL~E ~[~TANT ~IN~ BA~IER (~ITH FL~ S~A~ ~ S~ DEaleD ~TI~ NOT EXCEED 5~.) ~ AIR DUC~ ~L AL~ BE INflaTED ~E~ INDICATED ~ITH I~" ~IL-F~ED INSULATI~. · . D~T FABRICATOR ~L 5~LT I" AC~STICAL LINI~ ~ ~T[CAL LINI~. I~. ~V~ ~T~CTOR ~ALL INflaTE ~L INTERIO~ ~ITCHEN EXHORT DUC~ · ITH 2" CALCIU~ 51LIC~TE ~LO~ 6E~ ~LL JOINT5 ~ITH INFLATED CE~T. IN~LATE ~L KIT~ EXH~T CLEAH-~T~ ~ITH 2" C~CI~ ~ TO CLE~-~T CO~R~ ~[T~ ~LD P~ F~TENE~ ~D C~T. ~OViDE ~T~T~ FOR ~O~AL ~ CO~R N~T5 ~[T~T ~OVI~ IN~L~TI~ 12. KITCN~ EXHA~T DUC~ ~WALL BE BL~ IR~ ~TINU~LT ~LDED. TO~A~ HOOD. PROVIDE G~E TIGHT CLE~-~T~ f~ ~ D~T5 ~T ~AIN FLAT. DUCT G~E~ ~T C~ TO A~ L~ CODE ~[~TS. ~L E~ERI~ ~{TC~EN EXNA~T D~CT~ TO ~E PAINTED ~T h~ ~CTO~ ~V~ ~T~CTOR ~T [N~T~L KITCH~ EXHORT D~T~ EXACTLT ~O~D BT THE 14. HV~ ~T~CTO~ ~H~L TE~[NA~ ~L ~JTC~ EXHORT D~T~ ~D5 (ELE~AT[~ ~ ~ ~1~.) KITCHEN E~I~NT ~U~LIER 5H~L ~ ALL FIll ~L~ {~ ~ITCH~ DUCT ~ECTJ~5 AT ALL DI~ENS[~ ~ ~ITCHEN EXHAUST DUCT~ A~ INSIDE ~FE~ TO KITCHEN E~I~NT D~ING~ F~ EXACT L~AT[~6 BLAC~ I~ ~ITCH~ EXHA~T FIll D~T A~ROVAL ~0~ FA~ICATI~ ~ INSTALLI~ ~T BLA~ [~ ~IT~EN EXHAUST DUC~ (4 ~INT~, 2 HV~ ~T~CTOR TO FIELD ~R[FT ~IZE A~ L~ATI~ BE~ AND ~I~TE ~ITH ~L OT~ER T~E~ ~E~ INSTALLING ELECTRIC~ C~CT~ 5HALL F~ISH ~ IN~TALL ~L LINE A~ L~ VOLT~E C~DUlT ~D ~1~, ~ ~L L~ ~D Ll~ vOLT~E ·{RING C~ECTI~5, ~l~H ~D INSTALL DI~CT ~ITC~E5 ~ ALL Hv~ EGUl~ENT, ~NLE~S ~I~ED ~ P~RT ~ P~C~D E~[~T. I& ELECTRICAL C~TOR TO IN~TALL ~I~LD EXH~T C~TROL P~EL, ~ABLE ~ALL TE~OSTAT~, ~OTE T~PE~TD~ ~EN~ THE~O~TATS, ~ DETECTOR ~OTE TEST ~TATI~ ~D ELECTRIC HEA~, A5 ~Q~I~D ~ ~ NOTED, l~. THE GENE~L ~NT~CTOR I~ TO C~INATE T~E T~E~ ~D TO ~L~ ThE GENE~L C~T~CTOR FOR ~cD~ALD'~ ~L ~OV[DE THE fOLLO~l~= B. ~E-IN DI~ER ~T~ IN 5HEETR~ CEILI~ C. DOOR GRILLE~ ~D D~R ~E~TS, ~ I~[CATED. , COPE OF U,.JO K, TO EE PER. FOF f'IEO FOF INSTALLATION OF TIlE I-IVAC 5"r'STEM I. IT IE THE ~EPONSIBILII'T C~ ALL THE T~E5 TO ~ ~T ~D ~l INSTALLAT~ ~UIDE5 ~LIED BT McDO~LD'~ ~TI~ ~ TWE E~[~T M~~. THESE ~[DE~ A~ TO ~AD ~ THAT THAT THE E~I~ENT I~ ~ IN~T~LED ~D TRAT T~E I. T~E HV~ ~N~CT~ ~ALL ~VIDE ~L LABO~ ~TERIAL ~D NECE~ART FOR THE IN~TALL~TI~ ~ THE HEATI~, ~TILATI~, AR THE IN~tALLATI~ 6N~L ~E ~LE~ ~ ~TE TO THE ~PLETE ~ATI~TI~ ~ ~D'~ ~TI~ 2. THE HV~ ~CT~ ~LL ~PA~ ~p D~I~ ~ ~L ~EET METAL D~ THE~E ~p D~I~ A~ TO BE A~D ~T T~E HV~ ~T~CTOR ~lLL BE ~6P~61BLE FOR ~1~1~ ~L NECE~ART HATERIAL ~ EQUI~T. 4. THE HV~ ~CT~ I~ ~IBLE ~R THE INST~L~TI~ ~ ~ THE ~LIED MATERIAL, ~ T~6E IT~8 TO BE INSTALLED BT THE ELECTRIC~ OR T~ G~E~L C~TO~ THE Hv~ ~NT~CT~ 5HALL ~msH ~D INSTALL HI~ELL~E~ IT~5, ~I~D FOR ~PER IN~TALLATI~, ~H ~ D~T TA~, H~E~ FLEXBLE D~T ~ DI~ER ~T~, ETC. THE Hv~ ~T~CTOR ~HALL IN~TALL ~ DETECT~ A5 5Ho~ THE HV~ C~T~CT~ 15 ~IBLE ~ INSTALLI~ THE ~ITCHEN EZHAUST DUCT5 ~D CLE~ ~T CO~ ~ITH HIGH ~TU~ FI~-~TED INFLATION (2" CALC~ 5{LICATEJ · Y~TE~ ~ THE ~ITCHEN EXHAUST ~YSTE~. · . THE H~ ~T~CT~ I~ TO ~O~IDE A ~E (I) TEAR LIMITED ~ ALL E~I~T ~ ~ATERI~ INSTALLED BT THE HV~ ~T~CT~ THE ~ I~ TO INCLUDE ~ATERIAL ~D L~ TO ThE H~AC ~T~CT~ TO RIG. COO~I~TE E~I~T RI~I~ ~ITH ~cD~LD'8 P~JECT ~E~. I1. THE MV~ ~T~CT~ ~lLL BE ~ELD ~SP~51BLE ~R THE LAT~T ~ HI5 ~ DETE~INATI~ ~ ~L O~l~8, CHEWING ~ 5T~T~L DETAfL5 ~ IN~E~CE5 ~1~ TO INSTALLATI~ ~ ~, AND ~I~TI~ ~ITH OTHER T~DE& THE ~NE~ ~CT~ 15 ~P~SI~LE ~ ~O~INATING ALL T~E~ ~ TO P~O~I~E A ~I~TIC ~ST~Tf~ SCHEDULE TO T~E HVAC ~NT~CTO~ H~ C~T~TO~ ~lLL ~ ~L THE E~I~ENT ~D ~ATERIAL A8 LISTE~ ~ 8~ THE ~LL~ING LEAD TI~E8 A~ ~I~D FOR ~OPER ~EDULI~: ~ HV~ AIR C~DITIONI~ ~IT~ AND 4 - ~ ~E~ ~I~LD EXHA~T F~ B. ~GI~TE~ ~RILLE5 ~DI~SE~ 4 ~E~ PAC~ (TRI~ PA~E) C. ~ANIFOLD EX~AU~T ~TROL PANEL, 4 ~E~ ·ALL TE~OST~, ~0~ TE~PE~TU~ THE ~ ~ ~ INCLUDE5 ALL ~HEET METAL, PIPINg, AIR CONDITIONING EG~JIF~"ENT ~D ~E~[E~ ~CE~5~T TO ~PLETE THE NE~ HEATI~, ~TILATI~, AIR ~ITI~I~ MARTIN A. HABER CONSULTING ENGINEERS, P.C. 218-889-2524 MAIN FRO,Al) MATTITUC , NY GENERAL NOTES, $COPE OF oR NO SCALE 511 F~E55E~ ~C~qL[GHT (T¥~.) EXTERIOR 5C;~FIT LA'r-IN TILE CEILIN~ 0 A 32 x A DN. TO I 16" O 0 0 O MV O f=L N 114" = I'-~" 5MO~,E E~,~=FLE 4- ¥4,T Ff~T' &'-~" Gf~IDDLE O 1255 C. Fr'I O 24 KITCHEN x 12 CFM 24 x 32 x 12 ESL AC.~. DL~T UP TO E-I 24 x 3-U~ 2~, x 14 I~, x 2s Ft~3"1 MEN FI::) 4 AD L~IT I,U~MEN TOILET DUCT Up 100 ~ ~ 2 13~ HATCH AD r2OO ~ 0 0 0 GU, IE~ CEILIN~ (TTp. IN TOILET AND ~TALL$) ~OES,%E~ FLUO~6CENT LIGHT FI×TUf~IE (TTp.) (2) 24 x 24 ~,i, X 14" DEEP PLENUM x I& TO K.-I UNIT cP. Ew I~OOM X 4' LAY-IN TILE CEILIN~ MARTIN A. HABER CONSULTING ENGINEERS, P.C. 212-889-2524 MAIN ~,OAD MATTITUCK, NY I-iVAC PLAN MAF~. 3,1, M-2 LJ ir I~UCT5 TO `ATTIC TNRCxJGN OPE'NING6 `AND FLASHINg. J UNIT KITCHEN EXH`AL~T DUCT UP ~*'-O". I TEI~"IIN,ATtE WITH 4D ~GLE 0~. L ~ITCHEN EXHAUST~ F~N E-I NV,AC UNIT 12>2 TON 208 VOLT, 3 PH., &~ HZ U~IGHT~ 2,~ LIDS. -- o TOILET e--- EXNAUST FAN E-2 ~OOF (DAP ]%" e ROOF OPENIN~ L/ F F~ L~ L/ )I~OOF: PLAN LINE OF WALL IDELOW (TT'p.) MARTIN A. HABER CONSULTING ENGINEERS, P.C. MAIN MATTITIJCK, ROOF: NVAC PLAN AI~ C. Ut~TAIN UNIT 5C, NEDULE (ELEC.) UNIT 5ER'v'ICE MOD~EL HEATING CAf='AC;IT¥ K,W MOTOR HP AMPACIT¥ WEIGHT (LE~5) AC. JJ-I ENTR.NqCE I~EI~E~ PI~I' $1'~EE - 5~,~ Pll~i-I 2 E~TA~E 2 x 1/5 ~'/.~ ,N'~f:'~ i I&~ [~IIT EXHAUST F,AN SCtAEDULE ESLACK. If;P-.ON DUCT C. ON..STP-.UCTION (INTEf~IOt~) U6. GALI~E SIZE (OR ,AREA) ALL EXTERIOR BLAC..~. IRC~q DUCT TO ESE I~ GA. (PAINTED) D IFFU,SE~ $CNEDULE NEC~ 51ZE (DIAMETER) FACE 51ZE CFM RANGE BASED ON TITUE~ MODEL TP1$. NV'AC UNIT 5CNEDULE UNIT ~-I NOMINAL TC~NE, 126': 12['5 EVA~T~ N~I~L ~ ~ EX~AL 1,4 L4 STATIC, ~ ~ATER F~ ~RI~ C~TRI~AL~ELT CENTRI~AL~ELT MOT~ WP ~ TOT~ COOLI~ ~T~ 155~ I~ ~61~LE COOLI~ ~TUW 112,9¢¢ GA~ WEATIN~ IN~T 2~ GA5 C~CTION (F~.%) s4" 1MEC:N~N lC. AL 5¥1M~OL5 A/C U~IT NLli'IE, EE £XHAUS, T F~N NUt'llSEf~ AIR QLL~NTITIE6 (CFM) CEILI~ ~ILLE WALL H~ CEILI~ A~ FINI6WED FL~ ~ DETECTOR MARTIN A. HABER CONSULTING ENGINEERS, P,C. I MATt ITUCK., NY 5CNEI~ULES, 5¥MESOL6 NO 5GALE 9811 j MAR. 31, 1~9~ INSERT SHEETROC. K, PANELING, OR TILE -- STAINED COLOf~JED MOUNT WOOD BLOCK: BEHIND P. EMOTE SENSOR TO INSULATE IT FRC~'1 WALL, T-STAT ES~KE~ E~LC)C.K. NOT TO SCALE DOND. E pARABOLT ~Z~WL NAIL-IN PHILLIPS, EXPANSION SHIELD OR EQUAL HAN~ER DETAIL FOR DUCTS LE~8 THAN 4g" WIDE HANGER[ SIZE DUCT 61ZE UP TO 2 SC3. FT. 2 TO B ~:;~. FT. HANGER SIZE NANGEf~ SPACING DUCT SIZE UP TO 4 ~:;~. FT, 4 TO I~ ~ FT. NOTES: I, ALL ,f:~JP/=LEMENTAR¥ STEEL OR .-N,k~EL TO BE EITHER GALVANIZE O~ BL.4CK~ DLICT6 OVER ,~O" TO TR,APEZE WITH ROD AND .z~,N~LE AS PER SMACNA, DLIGT H,Z~,N~IN~ DET,~,IL5 'HILTI' FASTENER METAL DECK., C..ONC, OVER I~OLT BEAM CLAMp DR CADD¥ CLAMP HANGER DETAIL FOR DUCT~ OVER 48" WIDE MAX, SPACING 4'-0" CEILING --~ CEILING PLATE 4 8I.-IROLID .''// BY K..E.~. ,SEE KIT, E<:;:~JIP. DW~S. FOR DETAIL. T~C, NSITION, 8LIP JOINT COLLAR ~UPPLIED 4 INSTALLED L ~:::~IE R DUCT BY K.E~. ~=,¥ f~-..E.S. KITCHEN EXHAUST CEILING ~ CEILING PLATE SEE KIT. EQUIP. FO~ DETAIL. SLIP JOINT COLLAr ~:~JPPLIED 4 INSTALLED BY K~E.8. LOWER DUCT SECTION BY IC.E.S. ,~,-FT. GRILL KITCHEN FINISHED DUCT E×HAU~T )SECTION THRU FRY STATION (4 X/AT) NOT TO SCALE (~ SECTION THRU ~-FT. C~RILL NOT TO SCALE NOTES: I, pLUMBING MUST CONFOI~ TO LO~AL CODES. 2. USE ~.~ SEALING ~D ~ M~ PIPE 3. THE ~DEN6A~ D~IN M~T ~E 4. ~ENSATE D~IN MUST BE ~NEDULE ~ ~C. 3/~" PVC FEMALE CONDENSATE CONNECTION UNIT B~E RAILS -- DR~,IN PLL~ 3 TMf~OU~H 121/'2 TON (~ CONDENSATE DRAIN ~ETAIL NOT TO SCALE 1- I i /DUCT · FIRE / GREASE PROOF CAEn. ET AND ACCEl8 PANEL TO BE MIN. I" LA.ER THAN OPENING IN DUCT IN EACH DIRECTION NOT TO SCALE HvAc INSTALLING CONTR.Z,~TOR TO SUPPLY I" ACOUSTICAL LININ~ · ATE~ ALL JOINT~ ~ 6E~8 A~O~ R~ ~ITH 6E~T. SILICONE EEALANT BT NVAC INSTALLING CONTRACTOR / TYP,) BY I-IVAC INSTALLING CONTR~;TOR (TYPJ THIS IS MAXII"~IM OVERALL INCLUD{NG FLASING, ETC. ,TRIP ROOF OPENING BT OTNEt~, ROOF CURE~ C-I DHVAC UNIT C-I (WVAD UNIT K..-I) 38 x 14 42 x IS 40 x 14 44 x I~ ©~UCT PENETRATION ROOF CURE~5 NOT TO SCALE ' I~¥ OTHER5 BOLT ~ I" x 118" RING I" x 118" BAND IRON DUCT ~BOLT UP TO (~ ROUND E)LJCT MAN~IN~ DETAIL5 NOT TO SCALE MARTIN A. HABER CONSULTING ENGE~TEERS, P.C. ROAD MATTITUCK, NY HvAc DETAILS NO 6DALE BSll : AI~E3p. IEVIATION~ -- ~ T~ T~ CDP ~ ~ ~ TL 'T~LI~ ~EPTI~ T~ ~ ' ~"' "., m' ~, ~/ 4' ',? // / : ': ~' ': I I / ~ // I / / T~ / j [ ~ ~ / / ~ / / ~ ~ ~ ....................................... / / ~"~m~ ~ ' / 0 ~LL ~LE ~ ~ / 0 / ~ ~ ~ / - / ~SITE: PLU~IN~PLAN,:2~ ~ MARTIN A. HABER CONSULTING ENGINEERS, P.C. MAIN MATTITLICt~-,, SITE: PLUMI~IN~ PLAN NOTE~, L 2. ,4. 4" C.I, LEADER (TTP) 4" C.I. LEADER E5OOT'-'~ L EGENID: ,~OR CONTINUATION C~ UTILITIES E:,EE 61TE pL,Nq DRAIIIING IN~ULA~ HORIZ~T~ ~T~ D~ PIPI~ A~O~ CEILING. PIP[~ ~O~ CEILING ~L ~R TO ~ITCH~ E~I~ENT THE ~TA~LE ~ATER ~LT ~T HEET THE ~I~NT~ ~ THE ~OL~ ~ 5~[TA~ ~DE. -F ~1 F& W -I H L_J L_JL_J L_JL--J L-J I I I I I I r-1 r-~r-1 7 II IIII I I II ._.___.--''--.___.--''--.____.--' SLEEVE ~/4 "" ~ ri _ J_L--,Li < N>A</ > Y ~(> I I <~ ~ I I ,_.------._.._.------._,,--.------.--. L_JL_J L_JL_J F--~ F--mr--~ r-mr-~ r-- L ....... / AT CEILIN~ ('T'¢PJ 4" UP TO I UP 4" UP TO R J:), ~ 4"WATER HEATER FLUE UP DN TO SEPTIC TAN~ SLEEVE ' G. DN ~ I TS © co~e ~,ALL 'VALvE ~ATE~L~ ~ITCW CLEAN~T DE~LATE ~NT THRUM I ~ L .... dl 5HUTOf=F VALvE F L ...... JL F- 115" AN,~J L VALVE _ FOR IS'Y ~OpANE L-J L_J 2 - LUELL X-TEOL GAL HOT WATER WEATER GA5 vENDOR · ~LEEVE /" 4" C.I. (TYP) LEADER E~OOT ) PLLJi'dBING PLAN l/4" = I'-~" MARTIN A. HABER CONSULTING ENGINEERS, P.C. MATTITUC. K, NY PLUMSfNC~ PLAN, LE~ENID I/4" -- 1'-~" E~EE 51TE plAN LDCATION C~= ~IELL 51DEUJALK (~FIf~E UJELL DETAIL NT,~ ~.. [tELL F'I~2"/IDE TEMPERII'4~ 'VALVE ON ~OT ~JATER FIN. FL TEMPEf~ING VALVE NT5 DETAIL FOR CC~NTINIJATIC~N I~E FL~:N:)~ PLAN (~) ~OMESTIC. NT$ I WATE~ GEILIN~ -.~ II/~" L ~./ EAJr'PL¥ F~:2M UELL F~Mp. .~EE ~ITE pLAN ~ LOCATION I~ NP STAINLESS STEEL 2~ 'VOLT, ~IN~LE PNASE ~¢ GPM · ~,O pSI, I I I I I AC UNIT UJATERTIGWT llA'' G. DN L--J I I ~ ~[T I I I I I I I MARTIN A. HABER CONSULTING ENGINEERS, P.C. MAIN t~OAD I MATTITLJC~, NY ! i' ~OOt=: PLUM~IN~ PLAN, NOTED MAf~. (250 CFH) I I &L EE'..'E (Th'p) CEILING CL,~,M.SNELL FLAT GRILL GRILL ~~A$ f~I$EF~ E~I~f~AM NOT TO SCALE FI~EEZE ~./COOLE R LAV 2,1 I I I L--,.~ 18- .... m I I NOTES: (~) 5ANITAF~Y t~ISEt~ ~IAQF~AI'"I NOT TO SCALE SLEEVE ~TOI~AGE TAh~, 4 EXTERIOR PIPING F:'~O'ClDEI~ AND IN~*TALLE~, F~,OPANE G/e.A,DE pI~OP~N',IE ~,T O~.,~..IE TAN~ MARTIN A. HABER CONSULTING ENGINEERS, P.C. MATTITUCK., NY NO ~CALE DATg lUlTH ,Z~ JADENT REIt'~'~RCED CONCRETE PINE (T~pJ i,.~ ' f=I~EDAE. T C.,~LLAf~ I I Tp.~J=FiD_iEEARrNc~ TOp E~LAI5 TEST HOLE INFOI~'/ATION FROM McDONALD GEO~C. IENCE, E,OUTNOL D, NY vE f~' PALE E,AND T_EST INFORm'rATION FROM P.A'T1-1Ct, ID NINE E,AND ¢ GR~VEL, MATTITUCK NY 24' DAR~ BROWN LOAM E,AND Fif~E WELl- DETAIL hAT.E,. UJITH CAP t CHAIN 4" PLUG r=.~:OPERT¥ LINE ~." x 4" WELL CDNNEDTION FOR FIRE DEPAI~TMENT GENE RATOf~ TRUC.~ LUELL PUMp E,HALL ESE GOULD'E, MODEL NO. 15 HP DEEP WELL E,UEEMERE,IBLE. 4" x 4~3" B~ FI~ ADAPTER ~ITH CAP I CHAIN ~D ELECTRICAL F~TTI~5 PUMp ~UIF~E 4" Df~:~P PIPE ~ 4" CHEC.~ VALVE ( ~OTO~ I' MIN/2' M~V~ COLLAR HEIGHT INVERT EL. +22.E' u. JELL DEPTH, 40' BELOW WATER LEVEL (2) "~LL-X-T~L" TOT~ VOL, · 23~ GAL~. LATE~L, I~"e POL~TMTLENE PIP[~ ~LL ~EEN NO ~ ~LL~ ~ITHIN 15~' CAPTIVE AIR 23B GAL. II Il ~TATIC Ii ~ATE~ II ~ LEal - ....... II SS ~LLt FIN. FL~OR SEPTIC, TANK5 (~,TI ~ 6T2) C~LLAR HEIGHT INLET: MIN.- 4"e 240~ PIPE. MIN. PITCH, IA" PER FT. INVEI~T EL, FLO~/JLINE FLC~U LINE PIPE (20" D.C.) f:'P-ECAE,T COLLAR (TTpJ TI~AF:FID -E~EARIN~ TOp MIhA IN~T EL, II 5,4NITAt~'r' 5'TSTEM CAST IRON COVER EL. ~22J~' SEPTIC (E,TI/$T2) J [ ' ~'-~" I~'-~" I INVERT EL. +20.T ! _ _ WATER LP-I EL..2o2' [ EL. *I~.B' (MIN.) 4"e CLAE,E, 24~' PIPE re" PER 1' MiNi. PITCH ~ PI~EC~T C.Z:)LLAR, OI~.,A INANE 5cHEpUL,~ Af~.EA !DESCf~IPTION CALCULATION vOLUME PI~AINAGE 5Tf~1JCTUf~E5 I E~T ~T~NCE 2~2 ~ x .1~ 4~5 ~. FT. (I) I~' DI~. x I~' DEEP 2 E~T PA~I~, I1,1~ ~ x .t~ 1~3 ~. ~. (3) I~' DI~. x ~' DEEP ~ ~T~ P~ING ~ ~ x .I~ 1~4~ C~. ~. ~) I~' DI~. x B' DEEP 4 H~D[CAP~D, LO~I~, 12,142 ~ x .Ibb 2~1~ ~, FT. (3) I~' Pl~, x ~m DEEP 5 ~T PA~I~ 5~ ~ x .1~6 1,555 ~. ~. (2) I~' DI~. x 32' DEEP ~ ~T ENTICE 3~1~ ~ x .I~ 5~ CU. PT. (D [~' D[~, x t2' DEEP SAN I TAffY CALCULATIONS: G~:::~INDUJATER M~%AGE~ENT ZONE: IV NO CC~i-~-iUNITT ~ATER ~PPLT f~E~ITTED D~ITT~ ~ ~ ~ ~ITE A~ 2.~ AC~ ~ITTED DEN~ITT ~ ~ 2.~ ~ X 3~ ~/~ ~T~NT FL~ ~tE~ 3~ (1~ ~/~EAT ~ 5~ITA~ ~TE ~ D~ITT CAL~LAT[~) ~SED ~T~NT ~EATS: ~ ~EAT~ ~E ~ GAL ~IC T~ (2) I~'e x b' LI~ID HEIGHT G~E LEACHI~ P~L: ~ ~EAT~ x 3~ G~I~EAT = 25~ ~D LE~HI~ ~TE: I~ GALI~AT ~5~ G~ DIVIDED BT I~ G~/~T · 1~2~ ~ ~ ~IDE~ALL A~A ~I~D ~E (5) I~'e x 12' H[G~ D~IN~E RING~ ~IT~ T~IC BEAR[~ (5) R[~6 x 336~ ~ 6IDE~L A~I~ = I~ ~ ~ 6IDE~AL A~A ~O~6ED ~R~T TO 5~L~ ~TT 5~ITA~ CODE A~ICLE~ 1 ~ 12, I HE~T CE~IFT THAT THE~ ~lLL NOT ~E ~T FACILITIEE, OUJflER'$ $1C..-NAllJRE DATE GI~EAEE TP-.~p (~T) Gf~-ADE EL. +25~' INVERW EL. +233')_~__~_ 5,1 ? TOP OF RIN~ EL. +23~' LI I - I I I I? %~ FLOW LINE nil I CONCEALED 5PRIINKLERI HEAD E~ANC:I-IL INE CONNECTION,~ N.T,6. I" ELBO~J ~ ;" NIPPLE ~ LINE 5HELL ,~55EM~L¥ COUPL lNG REDUCER A~JUETAE~LE SPRINKLER CEILING LINE MARTIN A. HABER CONSULT[NC ENGINEEBS, P.C. 812-889-8524 MAIN ~OA~ MATTITUCf~, NY ~ETAILE, D I~fe.~M~ 2~B VOLT 3 ~HA~E HERTZ TOTAl_ UNIT AMPACITT ELECTRICIAN SHALL NEW CIRC, UIT ~REAK-,ER W~ING FOR NE[il W',/AC UNIT NEIn NOTE: REMOVE Jk~1pEF~ J3 (Al-A2) JUMPER -- I I t I NOTE: JUMPER RC-I~J-i FIELD INS, TALLED BY ELECTRICAL I I CONTROL DIAgrAM& FOfR HV C UNIT5 D-I AND K-I NOT TO SCALE 20~ VOLT 3 PHAS, E ~,~ HEI~rz '14.'I TOTAL UNIT ~"ip~ITY ~3OA P1,ZO<. FUHE 8,1Z~ ELECTRICIAN HHALL F=F,~)VIDE NEW CIRCAJIT ~RE~R AND Wt~ING FOR NEW WvAC UNIT NEW HVAC UNIT I(-I (12~ TON) I I I I I I I I I I I I NOTE: JUMPER ~L:~-~-~ FIELD INS, TALL ED ,E:,¥ ELECTRICAL I I ~MOVE JUMPER J3 (Al-A2) NOTES FOR HVAC LUllING IDIA~,~.AM5 ALL CONTROL WlRIN~ (LC~J BOLT~E WIRINg) HHOULD ESE HIZED E5¥ LENGTH OF f~JN AND VOLT~GE DROP. MINIMUP1 LUlRE E~IZ~ [~ TO I~E I~, GAU~E. IF [~ARi~ER THAN IH GAL,IC-..~E nile [8 [JS, ED, IT MIGHT HA'V~ TO BE ~DUCED (PIGTAILED) AT THE TER$"IINAL5 TO MATCH THE CAPACITY C~= THE TEfi~"11NAL ALL mIRING ~ TEB~MINAL TO TEf;&'IINAL WlTW NO E~PLICEE~. ALL WIRING MU6T I~E ~LOR CODED. COLOR MUST REi"1AIN C.C~qHTANT TEN~I[NAL TO TERIMINAL WITH NO 8~='LICES, ANI~ NO C.2-4~E IN C~DLOR. C.~LOfR~ AI~E TO BE MA6~I<ED ON TIlE UJIRIN~ DIA~R~M AS INE~TALLED. MAI~'.EO WlRII~k~ DIJ~G,-IR,6~t~ AF~E TO ~ TURNED OVER TO THE HTART-Up ALL I, UIRING I'~T CONFOI~t"I TO ALL LOCAL, 5TATE AND NATIONAL CODE6 AND 1. ALL WIRING MMHT E~E PHAE~ED-OJT A6 E:~IOUJN. MARTIN A. HABER CONSUC]flNG ENGINEERS, P.C. ' CONTROL DIAGFRAM6 NO SCALE ~511 DATN MAF~ 51, I<5~D LUlF~E ~ / RE~'1OTE MANUAL ACCENT TAN~ -- FUSIBLE 5EQUENC;E OF OPEF~ATION: 61MULTANEOU~ DISCHARGE I$ DEFINED A~ THE IN~TANTANEOUE~ DUi'IpING OF ALL CHEPIICAL ,. ,. ,. ,. ,. ,. ,. ,. ,A~ENT5 LOCATED IN EACH CC~:~ING E~UIPMENT AN~SUL AUT(::3'IAN STATICS. THE EYETEM C~q BE ACTIVATED IN EITHER OF T~.ID - AUTC~'IATIC DETECTIChN, OR A - ~IANUAL INITIATE, AUTOMATIC DETECTIC~N 15 AC-(~3'II='LISHED BT MEAN5 OF A ~61~LE LI~ L~A~D INSIDE THE G~D ~ EACH ~ING 5TATI~. IF ANY ~E LI~ ~AINI~ CO~I~ ~TATI~ TO AUT~ATICALLY 'TRIP' ~D DUmP THE A~T~ATIC TRI~I~ I~ ~C~PLISHED ~T 2 5~P ACTI~ ~ITCHE5 THE C~R~IT AT THE FI~T ~ITCN. iF A TRIP ~R5 AT ~T ONE ~T~TION, IT I~ THAT ~TATI~ THAT 5TA~T~ THE TRI~ERING. ~EN 5~ITCH 15 TRI~E~D, IT P~E~ THE ~D ~1~ OR TRIP LEG. THE TRIP LEG TU~ p~ ~ITCH 2 ~ THE ACTU~TI~ ~L~OID. A~ ~N 6TATI~ TO DUMP THE CHEMICAL TE~6. THE M~TART ~L6E 15 USED TO P~NT THE AC~ATION 6OLENOI~6 FR~ FAILING MANUAL INITIATIC~ CAN BE ACCCXflPLIE~HED IN EITHER OF T~JO LUAYE~, I. EACH ~TATI(:~q HAS A ED E'~1EFBGENC¥ E~H ANaL CABI~T. IF THE DUTT~ 15 ~HED. THAT CA.E5 THAT STATION TO 'TRIp' ~ICN IN TU~ C~ THE OTHER 8TAT[~ TO 'TRIP' BT ~E~ ~ THE ELECTRIC ~T~L8 A6 DE~RI~ED A~. 2. THE ~TSTEH C~ ~E 'TRI~D' BT ~E~5 ~ A ~OTE ~LL-~TATI~. THI~ DEVICE C~ BE L~A~D ~E~ BE PNTSIC~LT H~D-UP TO ~LT ~ 5TATI~ ~AIN, IF THE ~OTE ~LL-STATI~ I~ ~LLED, A CABLE N~ TRITER5 THE ~ECH~I~ 'THIghS' THAT ~TATI~ ELECTRIC~LT A5 DE~RI~ED EXPELLANT 5[f'IULTANEOtJ5 tSCN, f E LUIF INQ ETAIL T"r'PIOAL FOR ,ALL STATION5NOT TO SCALE NOTE5 FO~ HVAC UJIRIN~ AN~(JL AUTC~"1AN RF-C~ULATED ~ELEASE AE~8,E]'IBL¥ (ELECTRIC) MOE~IFIED .Z~&JT(::h"'1AN AUTC;~'IATIC FII~ DETECTOR HEX NUT LUITH TRIP LEVER EXTENSION ~TJJD 'RIP LEVER Bf~,CKET ~4~AP ACTIC~N E~IITCHE5 FOF~ 5NAp-ACTION 5[UITCH, PART NO. 3222~ PF~JE55URE 5UJITCNE5: f='N-DSI35 - 5INGLE POLE DOUE~LE THROLU (FRYER STATIONS) F:'N-243"["I - [DOUESLE POLE DOUESLE THROW (GRILLE STATIONS) LUITH A ~ E~ POWER E~OXES NOTE: THESE ,SLUITOHE5 ARE INTENDED FOR USE UJITH COOK. lNG EQUIPMENT F"OLUER ESOXE5 AND EXHAUST FAN INTERLOCK ,EALTI~HT UJHIp TO pOUJER C~JTLET WITH 3 Wlf;~E5 C~ECTED TO DUAL 5BITCH ~ 3 ~1~ TO P~ ~ITCH FOR A TOT~ MARTIN A. HABER l"dAl~ ROAD I"1ATTITUCK, NY UJIRING DETAIL QENEf , L NOTES SYMt OLS I...IST L IQIATINC FI×TL. IP-.E $ONEIDLJLE 12er I. ALL E~f~%NCH CIRCUIT AND FEEDER WIRING 6HALL BE _(~ ISA, 2P, 3 LUIRE, 125V, 8. iNGLE RECEPTACLE, \ TYPE E::'E$C,f~IPTION MANUFAC, TUI~Ef~ L,&MP$ TAGGED AT EACH BOX OR PANEL. TA~$ .5,HALL FLUE~ LUALL-MC[INTED '~MODEl_ INDICATE CIRCUIT NUMBER . ,4 COMPLETE PANEL NL49EI: ,!- IDENTIFIES DIRECTORY MU~,T BE LIETED IN EACH P~qEL ~ ISA, 2P, ~, LUIRE, 125V', DUPLEX RECEPTACLE, FLLESH I,UALL-MC~JNTED, pANELISOA'RD CIRCT. UiT 2' x 4' FLU~REE~ENT R. ECEE~EED RO'YAL 4 F32T~ / 41~ E~CT CEILING T~IM TO 2. ~L NOLE~ IN ~LA~ OR ~L~ ~HALL ~E ~EALED ~ D~O~8 G~ FAULT NUM~E~ ~ TO A - · lTh A~RO~D FI~ ~TED ~ATERIAL~. IG D~OTE~ I~LATED ~D ) ~CW CI~UIT NOTE~ TR~ER ~lTN POLTCA~ATE PRIO~ TO ~A~E ~D IN~TALLATI~ ~EL~ AND LEX~ ~F~CTO~ FOR LAT-IN ~. ~L C~P~T~ ~T ~E U~. LI~TED ~ DOUBLE DU~EX ~CE~ACLE, ~ECTI~ ~NEDULE CEILI~, ELECTRIC FLUSH ~ALL -MOUNTED FOR 4. MAINTAIN C~TINUI~ ~ ALL EXISTI~ 5E~ICE6 ~ E~E~ENC~ ~AT~ P~ I~N LIGHT~A~ 2~ - 5TANDA~-~IZE, HIGH IMPACT 12V MAIN~NANCE-F~E LEAD WITH HIGH INTEN~I~ INC~DE~ENT 5. CI~UlT N~M~E~ A~ ~R ~FE~NCE ~LT ~D ID~TIFIE~ ~TLET(~) ~TROLLED BT INDICATE THE ~TLET~ ~UI~D TO BE C~ECTED THAT ~ITCN. ~R CA~E LET~R TO DESIGNATED ClarITY. ~D / OR N~E~ INDICATE: B-I E~E~ENCT BA~E~ PA~ LIGHTALA~5 (N~E) ~O~TED ~'-~" AFF. ~ - THeE ~T 12 ~OLT ~AINT~CE-F~E LEAD 5ERIE5 PI2G2 ~OMiDE ~TING ~. THE ~NT~CTOR 15 ~SP~SIBLE ~R PROPE~T TH - W~6EP~R ~D ~lTH TWE~AL PROTECTI~ CALCIU~ BA~ERT. NO LAMP ~ALANCING LOAD5 ~ ALL THeE PHASES. P - PILOT LIGHT 2~ CAP, ITT. ~. ALL CIRCUIT~ ~D FEEDE~ ~NALL NA~ A ~LL O CEILI~-~NTED 4 - F32T~ / 41~ ~IZE INFLATED G~ GROUND C~DUCT~ ~D LIGHT FIX~ C 2' x 2' (~EIA5 TT~ A EXCE~ ROTAL EXACT CEILING TRIM TO BE C~ECTED TO GR~ND BU~ IN ~PECTI~ FOR 51ZE) PRIOR TO ~CNA~E ~P PANEL ~ CEILI~-H~TED FLUO~ENT ~. ~OVI~E A GR~ND ~ IN NE~ PANEL~. LIGHTING FIX~ ) "NL" DENOTE~ '~l~HT LIGHT" 5. M[NIM~ 51ZE C~DUCTOR: NO. 12 A~, ~ LI~HTI~ALL'M~TEDFIX~ D ~CE~SED,EXTERIOR INCANDE~CENTTEMPE~D GLA55D~LIGHT' ~2-1~ECURITTMH-FTpLIGHTING I - I~ METAL HALIDE I~. ~INI~U~ 51ZE C~DUIT: 5/4". ~ ~ALL-~TED ~ PLUO~ENT EX-I ~ELF-PO~D EXIT 51~N ~lTh LIGHTAL~ 2 - 2~ INC, (N~AL) ~'* LET~RS. SEALED LEAD 5E~IE5 ~X9 2 - ~V IL ~OVIDE J~CTl~ ~ZE5 AND E~PT~ CON~UIT LIGHTING FIXTU~ / ~MOTE AN6UL MANUAL ~LL 6TATION6. ~ CEILI~-MOUNTED ~ EXIT LIGHT, 6HADED A~A F~CE~ A~ ~. INDICATE5 ILL~INATED 12. E~CH TELEPN~E AND DATA ~TLET 5HALL ~ ~ALL-~TED DI~CTIONAL A~ ~5 INDICATED UTILIZE ~/4" E~.T. ~TU~ED UP TO HU~ CEILI~ EX-2 ~CE~SED ~OTE E~E~ENCT LIGHTALA~ 2/5 - ~T~DA~ 51ZE, HIGH [~PACT FR~ JUCTI~ ~OX. ~ E~E~ENCT BATTERT LIGHT ~lT ~lTh LIGHT FIXTU~ ~lTH N~BER ~ ~ERIE5 EL~4~/L25 ~515T~T THE~OPLASTIC HEAD5 · lTH N~BER ¢ HEAD5 A~ INDICA~D HEAD~ 6~ (12V). WITH NIGH INTEN61~ INCANDE~ENT FLMO~ENT FIXTU~ VIA ~E J~CTI~N ~OX iOOOl ~MOTE M~UN~D ~ENCT LIGHT FIXTU~ UTILIZI~ A MAXIMUM ~" LENGTH ~ FLEXIBLE N~BER ~ NEAD~ INDICA~D C~NDUlT. f ~ALL-~OUNTED INCANDESCENT LEMITON I~ ~ - A-15 ~ FLUSH-~OUNTED P~EL~A~ L~PHOLDE~ ~lTh ~LLCHAIN ~I~-C 14. ~T ALL LIGHT FIX~ A5 ~QUI~D BT CODE TO ~LAC~ IR~. DO NOT ~ORT ~IXTU~5 ON ~ ~ACE-~D P~EL~A~ DUC~, PIPING OR HU~ CEILING CHANNEL. ~ DISTRI~UTI~ OR PO~R P~EL G EXTE~IO~ POST-~NTED A5 SPECIFIED ~T I - 1~5~ ~ETAL HALIDE 15. ALL ~TDOOR ~CEPTACLE~ AND OUTLET~ TO BE ~ ~OTOR LIGHT FIXTM~, 12'-~" HIGH ~OTECTED. I ~ ~ ~LE, UN~E~ DI~CT (5~ETT) S~ITCN IN NE~A I ~PE ENCLO~U~, 5¢A UNLE~ OTHE~I~ NOTED C~T~OTO~ IN ~CO~ANCE ~lTH E.~. H~ ~ 3 POLE FU~ED DISC~ECT (~E~ ~ITCN IN N~A I T%PE I1. [N~TALL NE~ ~ALL-MOUNTED TEMPE~TU~ SENSOR5 ~ ~¢ POLE C~BINATI~ MOTOR 5TA~TER ~SED TTPE, fOR NE~ AC UNITS D-I AND ~-I. G~ECT TO 'P' DENOTE5 ~T ~OTECTO~ TTPE PR~ABLE TWE~OSTAT5 IN M~ER'5 ~ICE. ~ TWE~O~TAT INDICATED ~ MECHANICAL D~ING~ ~lTW ~MOTE C~DUIT ~ (C~CE~E~ IN FINISHED M~ER'5 ~ICE. CO0~INATE AC~AL LOCATION C~DUIT ~ EXPO6ED ~lTH ~E~ ELECTRICAL CONT~CTOR ~HALL C~DUIT ~N IN FL~ ~ BELO~ FLOOR 5LA~ AND/OR ~OMIDE ALL PO~R AND C~TROL ~IRI~ AND -~- BELO~ FINISHED D~CT ~ DETECTOr. DETECTOR~ A~ 24~ AC. ~TAND-AL~E TTPE, ~I~D TO 6HUT D~ C~DUIT TU~ED UP TWEI~ ~PECTI~ AI~ C~ITIONI~ UNIT~ UPON ~ANTITT ~D L~ATI~ ~ DUCT 5M~ DETECTOr. --~ ~E ~ TO DESISTED P~ELBOA~. 15. FO~ ~DITI~AL NVAC C~TROL ~IRI~ A-,~ NUME~L5 INDICATE C[~UIT N~E~ ~I~MENTS, L~ATION5 ~ CONTROL PANEL~, ~FER TO ~PECIFICATION FOR GRADING ETC., ~FER TO MECH~ICAL D~I~5. ~/~/~ J~CTl~ BOX: CEILING / ~L~R / ~ALL M~TED 2¢. ALL NE~ ~5 BA~ ~D NE~T~L BA~5, INCLUDING INTE~AL ~MPONENT~, ~NALL BE COPPE~ ~ ~LL ~x, 51ZED A5 ~QUI~D ALUMINUM NOT A~E~TA~LE. 21, ~FE~ TO ~L~M~ING A~ Pl~ P~OTECTION ~ITC~EN E~UI~ENT ~E~IGHATI~ 5PECIFfCATI~ 8ECTI~ 1555¢ ~R 8PRIN~ER ALA~ ~TEM. TEEEPH~E OUTLET ~lTH ~E~ OP~I~ ~ 5/4" EM~ C~UIT ~TU~-~ A~ H~NG CEILI~ 22. ALL CIRCUIT ~ ~l~ NIGHT LIGHT / EXIT 8l~ / EME~CT LIGHT8 AN~ M~IFOL~ ~ TIME-CLOC~ PHOTOCELL ~3. ALL CIRCUIT ~ USED FOR LIGHTING ~ITCNING 5H~L ~E ~. LI~TED FOR ~ITCHI~ ~ ~LAT A AM~E~(~) J~ J~CTION ~ A~O~ FINISHED FLOOR ~CM T~USAND CIR~LAR MIS~) ~E~TI~ ~ TEMPE~TU~ 6EN~O~ ~FE~ TO E~. ~AN ~l~. A~ ~E~IC~E ~1~ GA~E ~C ~[TCHEN E~IP. CONT~CTO~ 24. T~E ELECTRICAL CONT~CT~ I5 ~5~ON~I~LE FO~ ~X A~O~ CABLE ~ ~ITC~EN E~UIP. SURLIER IN~TALLI~ THE MAN[FOL~ EX~AU~T ~T~OE ~EL, ~ Fi~ ALA~ MANUAL ~LL ~TATI~ C CON~UIT ~ ~ILOVOLT T~E ~ALL T~E~O~TAT~, THE ~MOTE TEMPE~TU~ C~T CIRCUIT ~ ~IL~ATT(~) ~N~O~ ~ THE ~M~ ~ETECTO~ ~MOTE ~ ~TRO~E LIGHT C~T ~R / C~ Cl~lT ~ L~ LIGNTI~ PANEL TE~T ~TATION~. ~ ~ATE~LO~ ~lTCH CLG CEILI~ LTG LI~HTI~ 2~. THE ELECTRICAL CONT~CTO~ I~ ~PON~I~LE FO~ ~l~ ~[~CONNECT LV ~O~ 6U~LTI~ AND IN6TALLI~ THE LINE LO~ YOLT~E ~ T~PER ~ITCW DN DO~ MT~ MOUNTED D~ D~I~ N NEUT~L · IRING AH~ THE FINAL C~NECTION6, CONTROL BIRING ~ FI~ ALA~ 6~ E EXISTING N.l.C. NOT IN CONTACT 8HALL ~E A5 PER MECHANICAL ~INGS. EA EACH NL NIGHT LIGHT ~ TR~LE ~ELL EC EMPT~ CON~UIT NTB NOT TO 26. THE ELECTRICAL CONT~CTOR 8HALL ~1~ THE DUCT EM EME~ENC~ ~ ON CENTER ~ ~ETECTOR~ TO 6HUT ~O~ HVAC UNIT8 ~ ~ALL MOUNTED ~ENSOR E~ ENE~ 5AVI~8 PH PHASE UP~ DETECTI~ ¢ ~M~. ES~ ENE~ 5AVI~ ~ALLA~T ~L PANEL (PANELfOAm) 21. ELECTrICaL CONT~TOR 6N~LL 5U~L~, INSTALL ~ D~T M~ 8M~ DETECTOR ER EXI~TI~ ~LOCATED ~ PO~ ETR EXI~TI~ TO ~E ~LOCATE~ ~ P~ ~L FLOR 5E~ 5E~ICE ~T~CE ~OX ~T FEET OR FOOT T THE~O~TAT G.C. GENE~L C~T~CTOR TEL TELEPH~E ~1 GROUND FAULT INTE~ T~P T~IC~L F~ GROUND UON UNLE~ OTHE~ISE NOTED IG I~OLATED GRO~D ~ MARTIN A. HABER CONSULTING ENGINEEBS, P,C. 212-889-2524 MAIN ROAD MATTITLJC , NY GENERAL NOTES, A EVIATIONS S¥1"IE OLS LIST, LIGNTING FIXTURE 6CWEDLILE NOTED 5511 DATE MAR..31, E-I NL L I~NTINC~ F::'L ~,N 114" -- OD E×-I LP-I ¢1, 3, ® I[ 10 mOMSN CP. EO.J t~OOM C'l, ~J) '/IA 3 POLE TIME CLCKT. K. ('WITH C~.,T MI) ~1~ LIGHTING tN F~EEZE~ AND (::;OOLEf~ A~ PEA K. ITCHEN MANUt:AC%IRER'~ JUNCTION ~" CONDUIT * I ~ G. UJIR~ TO ELEC, pANEL Il" FLEXlI~LE METAL CONDUIT * I fl ~. mIRE. ALLC~U & FEET ~ E~I~NT ~U~LIE~ NOTE~; FW~II~W AND IN~TALL I~:" C-ON~UIT mlTH C~L~::~D mll~ Ff~::X~I ELECTRICAL p~.NELBOAt~ TO ~" x ~" x 4" JUNCTION I~X. JUNCTION mlTl-I C..~CXJNDIN~ LL~ FU~'qI~,4ED AND INSTALLED E5¥ ELECTI~ICAL C.C:~Tf~5,CTD~ FWRN[~4.-I ~ IN~TALL ~ I" FLEXIBLE METAL C.C~UIT~ lUlTN G~ ~1~ ~ J~CTI~ ~X TO T~E L~ATI~ ~E~ THE ~E~ ~ · ILLL ~E IN~T~LED. LEA~ ~ ~ET ~ ~L~ IN THE FLEXibLE ~T~ C~DUIT TQ ~L~ ~ ~ ~ITI~I~ ~ THE ~P ~. TEI~'IINATE CIRCUIT C.(:~I~UCTOR~ ON TERMINAL ~T~iP INSIDE OEp B~X. Gf~C~P CONDU~TC~;~ ~ EAC. W DROP ~ ON ADJACENT TEf~INALE~. 4. Ri=PER TO pANEL 8,CWEDULE~ FOR wIRING .~. ~Fbf~ TO HcDONALD'$ ~. 5PEC5 ~ ALL INSTALLATioN ~IRE'MENT~, OEP INSTALLATION DETAIL NOT TO 5GALE FOR CONNECTION TO ~ EXTERIOR$1GN~,E i -- llc .- pINING AREA CUSTOMER WALL-MOUNTED 6ENbOR F~ UNIT C. C3',~qECT TO Pf~::~"IMABLE THEFa'IOSTAT IN C~FICE. MDp (B) ~ (~)3P'&OA(LN=)~ '-I-' 'T' DIGC. ,~ITCHE~ I Z [ LACU - I F--q AP-2 UTI (ID) DRYER MEN UJOMEN FC~ WAND - COh,~qECTION KITCHEN ~ ........ ~1Ovl~ I L__ I _--~ PANEL $1~ I I I I ~ pANEL T-5" ~IDE I I I AP-I AP-2 I I I ~l~ II ~-I ~ H L .... ...... JI L_J L_J ~ ~ ~LD PLA~ AN~ ~ AMPERE MAIN I~::)LTED pN~.~U/~ E;~.UITCH mlTH F~LL¥ I~TED ~ AMPEEE FU~E6 I~"~ LINE OF EAVE ABOVE -- LINE OF KITCHEN EQUIf=MENT ~ FC~ CONNECTION TO EXTERIOR ~w--~LLP-A m~,LL-MOUNTED SENEOf;~ FOI~ [.INIT CCINNECT TO PRC~I~3J"I~AESLE TNERMO~TAT 1N POLLJ,ER PLAN I/4" -- I-~" MARTIN A. HABER CONSULTING ENGDIEEES, 212-889-2524 MAIN ROAD MATTITUC;K,, NY PO~E~ PLAN, DETAIL5 A6 NOTED __J NOTE~: ELEC'rl~ICAL CONTRC, CTOf~ 6HALL Pf~2MIDE ~, PITCH pOCK. ET ANT ELECTRICAL ~UIT IE~ pENETf~6,TIN~ T~E ROC~ (TYPICAL FOR ALL CONDUIT f=~NETRATIONS.) 2. REFER TO DR.A[IJ,X~.~ E-1 ~ ALL INTEt~J-oC~ CONTROL LUIRIN~ ~ D-I AND f~-I ELECTI~ICAL COHTP.~t, CTOR E:4-1ALL FUf~4PBH AND IN~TALL A LUATERTiGHT J-E~DX ~ NECE~AR¥ ~JIRING~ TO HOOK, dp C42MPLETE f~i~MOTE CONDENE~IN~ WIT. 4. ALL J-I!~2XE5 AN~ I~CEPTACLE$ E:44OIJ/*4 ON THIE~ PLAN $HALL I~E ALL ~ ~ ELECTR. ICAL H¥,6,C UNIT~ AR~ PJFii~ilE:$4ED WITH A DI~CT E~JITCH. ELECTRICAL WIRE ~ pHA~E TO MAIN Df~ECT ~ J-l!5OX ~OVIDED ~ MOUNTED IN61DE MOTOR CC:~*fi~A~I~'IENT BT MANUF.,~2T~RE[R ELECTRICAL CONTRACTOR ¢~--IALL 8T~B-UP THI~2~J~t-I RACEWAY IN CURE~ ~ FAN TO ELIMINATE CONDUIT pENETR.6,TOIN OF ROOFINg. E,. EXHAUE~T FANE~/'lUSt E~E HINC.~ED A~, ~ TO f'-~4~OVIDE t=I~DF=~ER MAINTENANCE, I____ L/ K, ITCHEN EXHAUST FAN 7 L 3~2 + P12 c.~r4~D - 3/4"c. ~' MANIFOLD EXHAUE, T MAG-~ TOILET EXHAU7 ~{lt~ LP-I LJ I--1 - ~p-ICCA ('UNF) DISC. 6UJITC. W MDP F~ LJ F~ LJ )f OOF: F OLUEf PLAN 1/4" = I'-O" LINE OF WALL E~ELOW (TYP.) MARTIN A. HABER CONSULTING ENGINEERS, P.C. 212-889-2524 MAiN f~OA~ MATTITUCK, N"Y I~OOF: POUJEf~ PLAN I/4" = I'-~" '=JS'll MAR. E-4, ClI,~C:UIT II'Er'l NO. EC~UIPI"IENT A'f'1p~ES~NCH CIf~CUlT FEEDE~ TTPE ~ ~5 cI~T ~ No. fR~- E~UI~ENT A~P5 ~NCH CIRCUIT FEE~E~ TTPE CONNECTION No. MARTIN A. HABER CONNECTION IN) ~ T~I~ ~LE~ CABLE I ~UIT IN) ~ ~[~ ~LE~ CABLE ~ ~UIT C0NS~C ENG~ERS, P.C, 5 ~O-E2 FL~T LIGHT - * I~ 2~ I ~ ~f12 * 1~2 ~ - 3/4"C ~C~ff[ACLE ~" ~. b 55-E1 CLE~ "IN-PL~E" PANEL .IA 1~ 2~ I 2fl2 + 1fl2 G~D - 3/4"C ~CEPT~LE ~ ~-EI ~E CABI~T I~bA * e G~-CI EXN~ST FAN .... I~ 2~ I 2fl2 * 1~2 G~ - 3/4"C J-~X {N~O~ C[~IT FR~ EXHAUST f~ ~ ~-EI ERI~D F~D P~P T~LE 5~ I~ 2~ I (~LUE) 1~ ~-E~ ~OLER ~X 4~ 1~ 2~ I 2q2 + 1q2 G~ - ~/4"C J-~X E~. TO C~ECT ALL P~R TO ~IT I~ ~T~I~ CA~INET 11~ 1~ 2~ I (TELLO~) (O~E) MAIN ROAD NO. F~E TR[P POLE5 ~CTI~ 5P~ TOTAL F~E TRIP POLES NO SCALE 5511 D-I K-I ~.ITCHEN EXHAUST FAN 3u E-I C~.T. I C.~T. 2 FIRST FLOOR PROVIDED ~ ~A C.T. 53' LILCO [ CA~T. ¢ UNDERC,~XJNE) SEf~v'[CE F~Ohl TI~NSFOf;~ER. SEE NOTE 3. F OWEF 1 ISEt NOT TO SCALE RC~ IN ¥1ClNIT~ OF aErO,t/ICE ~DIa~NqECT. ENTIRE GROUNDIN~ ELECTRODE 5¥STEM INCLUDING alZE OF C-~:;~4DUCTOR SHALL COMPLT WITH NEC A~rICLE NOTES: THE ELECTRICAL CONT~ACTOR ~4ALL VERIFY EX~5~T METHOE)$ AND R~6~UI~MENTa Fo~ ELECTRICAL aERVICE5 WITH LOCAL UTILITY CO. THE ELECTRICAL CONT~ACTOR aHALL Ot~TAIN AVAILAE~LE 5ilOf~T CliP,MIT CUF~=NT FROM TIlE LOCAL UNTILIT~ CO. THE CONT~OTOR 5HALL ~DVISE McDON,~D'5 COI~J~, IN (~;~ITING, THE AVAILAE~LE AMOUNT C~ FAULT CU~=NT. PROVIDE 2 5ET5 OF 4~ MCM (CU) IN 3~;" CONDUIT MINIMUM TO UTILITY TR~I=OI~FlEI~ pROVIDE T~O~ER ~NC~TE ALL 5E~DA~ C~ECTI~ ~o R~TING 5HALL LOCAL UTIL[~ ROC~= NOTE= ALL FAN E~UT~DOWN ~ % UJIRING TO E~E INSTALLED IN ~SEf=AP,~TE CONDUIT END OF LINE RESISTOf~ FAN CON TA~7.T O~ TROUE~LE F~EED CUTOUT FIRST FLOOR 2M2 5PRINK. LER 4 ] FIRE ALARM PANEL 9'"2'12 [~ .;' ANSUL I PANEL J 5F=F IN LEF 4 FIF E ALARUM F ISEf DIAC=t AM NOT TO SCALE KITCHEN NOTE5 L II. Refer to McDonald's Corporation rough-In drawings rot exact location and mountln~ of all eclulpment. Re?let to McDonald's Corporation kitchen ec~ulpm~nt ?final connections ~uldellnes handbook for re?fer~nce to makln~ ?final connections to all restaurant Refer to Drawlnc.] E-5 for panel scP~dules and Kltcln~n appliance ~lrln~ rec~ulr~m~nts. Re?fen to mechanical dra,,,ln~s for co-ordfn~atlon · all mechanical ec[ulpment rec~ulr~ts, lncludlncj additional NV~C ~lrln~, con%roi re~ulr~ntm, location o¢ control devlce~ and sensor~, Entire re?fri~eratlon s~st~m shall be ,,,Ired and connected b~j th~ electrical contractor as directed b~ the kitchen equipment supplier. Re?fei to McDonald's Corporation dra,,,[n~s ?for all control u~lrln~ rec{ulrernents, lncludfn~ exhaust Fan lnterlo¢~z,, ?freezer cooler an~ Mac-6 control Contractor shall Install, connect and ,,,Ire menu board II~ihtln~ Fixtures. All condurt runs, Indicated ?for control ,,lrTn~, re?frl~eratlon and beverage s~st~m lines, shall be ?furnished and Installed b~ the electrical contractor. Re?let to McDonald's Corporation drawings through K-5. Electrical contractor shall ?furnish and Install all electrical work ?for ?fabricated counters, as noted, complete ,,,Ith junction boxs, conduit, sur?face-mounted electrical boxes, receptacles, cover plates, electric race,,,a~s and circuit breaker panel wlrin~ and mak~ final connections. Electrical contractor shall ?furnish and install all lnterconnectin~ conduit and u~lrin~ betu~een micro- s,,,ltoh Furnished wlth ?flre suppression s~st~rn supplied b~l th~ ANSUL equipment contractor. Pre-?fabricated cold storage rooms are Furnished b the kitchen ec~ulpment contractor complete with splice boxes, II~ht ?fixtures, lamps, II~ht switck~s and door heaters. Electrical contractor to install same and shall Furnish and Install lnterconnectln~ conduit, wiring, seal-of?is, sealant, and mak~ Final connections. 12. 13. Electrical contractor shall furnish and Install all lnterconnectrn~ conduit and .,lrfn~ bet~ueen kltch~m ectulpment contractor-?furnls~d Iou~ t~mp storage room ~vaporator t~rmlnal bloc~ m~lt~, Fan door s~ltch and compressor control ~ane[, Electrical dTvlslon shall furnish and Install ~mpt~l conduit ,,,Ith J-boxes ?for Installation o?f omner-supplled electronic cash control s~st~m. Electrical contractor to verl?f,~J Installation In accordance tufth droner's recommendations and manufacturer's lnstrucUons. 14. Electrical contractor shall ?furnish and Install: A saFet~ switch ?for electrically-operated ec~ulpm~nt where required b~ code. Conduit, wire, switches, controls and all connections, as rec{ulred, ?for a complete operable Food service and laundr~ ec~ulpment s~stems. U. Jlrln~ and connections ?for hood extln~ulshln~ s~st~ms, [ncludln~ ~as s~t-do~n valves, rur~ishln~ ct shun[ trip circult breasts associated ~irln~, ~irin~ of mlcro-emlt~ r~s~t station, contractors, and r~la~s and connection local Flr~ alarm transponder ~Uirin~ of boxes, and connectlons ?for all walk-ln cold storage rooms. L~lrln~ shall be through E.¥.S. Fittings into boxes. Lock-out device on cfrcult break~rs controllln~ exhaust, ?fire protection, ice makers and reFrl~eratlon s~lstems. 6witches shall be Fusible ,,,l,~.n more than one piece ecluipment Is supplied Form a sln~le branch circuit. The location of outlets represents the points nearest the ec~ulpment, However, electrical contractor shall locate switches and receptacles In such a manner as to be accessible and to avoid lnter?ferenoe u~lth t?~ Intended ec~uipment assigned to the space. For Final location of' outlets, see McDonald's Corporation krtchen dra,,,ln~s. All saFet~ s[ultches In ~ltcJ~ area shall be stainless SPRINKLER FIRE ALARM S¥5TEhl OPERATION Alarm activation o?f and ?flre alarm pull station, smok~ detector, duct smok~ detector, sprinkler water FIo,,, alarm switch or Kitchen hood extlnufshfn~ s~stern shall automatically= L Sound a pulstn~ audible sl~nal at the Fire alarm, smok~ and sprinkler control panel. Vlsuall~ annunciate th~ clrcult reportln~ the alarm condition at the ?flre alarm and sprinkler control panel. 6ound four (4) rounds o?f the appropriate alarm code on all alarm speakers throu~h~ut the building. Activation off a sprinkler water?fid,, alarm switch shall also conUnuous[~ sound t~ sprinkler alarm bell at the sprl~ler and sm~ alarm control panel. ~otlvatio~ o¢ a smo~ detector or Kitchen hood alarm contact shall also contlnuousl~ so~d the smo~eat alarm ~ell at ~he splnkler and smo~ alarm control panel. 4. Flash all alarm strobe II~hts throughout the building. 5. Operate control rela~ contacts to shut do,,,n all air handlin~ s~stems, '11 MARTIN A. HABER ,: CONS~TING 2NG~ERS, B.C. 212-889-2S24 MAIN ROAD MATTITUC~, NY KITCHEN NOTES, SPRINtS. ER FIRE ALAt~'I STSTEM NOTES, SPRINKLER t FIRE ALARM POWER RISER DIAG~AM, E-6 NO SCALE ~511 MAf~ 51, 19~5 III ? ? · I I T"r'PIOAL I-IvAC UNIT C. ONTf~OL CABINET T~.ANBFOFiD1ER. BUTT SPLICE 4 UJII~E M¢,.~ CONOUCTOI~. CABLE AG J .GM CcfC. E DETECTOf~ 6 4 [~~ q8,/~, C.42NDUC. TOl~ LC~ VOLTAGE CAIDLE F~T~,451 REFflOTE TE~T/ FinE,ET ~TATION TYPICAL FIELD U JiltiNG FOR SMOKE ~UC, I' ~ETEC. TO~ LLJ[TH OPTIONAL ~Ei"IOTE TEST STATION NOT TO SCALE NOT TO 5GALE I~ETAFL EXHAUST FAN NEIdA fl-21-2¢~ 12¢ ¥ C-4~T,f !4 '-I< ~ITCNEN EQUlPtdENT WALL-MOUNTED) pOILIER OUTLET - JUNCTION AE~VE CEILIN~ CONTROL ~JITH PLLk~ FACTO~r' ~IF CC~'4TROL 4,PPLIANCE C:OC::~(,ING APF'LIANCE EXHAUST FAN ANE) COOK, ING~ EQUIPMENT INTEfRLOC. K, WI~IN~ NOT TO 5GALE TYPICAL I-IVAC UNIT NOTE= I~EMOV'E JUI"IF:'E I~ J3 (4,1 - A2) CABLE ~ITH NV~Z= 5'r'STEM E~UPI='LIER, JUP'/PE~ I~S;-I~4 FIELD INSTALLED BY E.C. ALL THEF~'IOSTAT~) ELEC. Tf~ICAL (2ONTfRACTO~ [UILL: ~,L~ppL¥ AND INSTALL ALL CC~DUIT. 3. AS~EP/I~LE ~D INSTALL D, M~ ALL FIN~ ~NECTI~. T'13~)~) THEf~'qOETAT f;P.,EMOTE 5ENEOf~ T"fO4'lOl¢2D (~ TI-4E~t'"IOSTAT LUITI-I F~EI"IOTE SENSOR WIf~INC~ ~lA~f~Af'l NOT TO ~OALE MARTIN A. HABER C0NSULTECG ENGINEERS, P.C. MAIN t~O4,D MATTITUC, K, NY DETAIL,~, DIAGRAM5 NO 5GALE ~DI1 MAF~ 31, IBBD Z 51TE: "EXIT ONLY" 4~-I "EXIT C~L¥" DCxJISL E -FACEI:p, 24 ~1= MAX, / "NO EXIT" "--J'l ~J ~ PAf~,ING "ENTER C~L¥" POU. JEfR PLAN "ONE I,UA¥ DO NOT ENTER" "ONE NOT ENTE~" r p.z~/~ ENCLOS, URE / / / / / / / / / / / / / / / / · F~pOTL rGHT · '~ LIGHT / / / / / / / / / / / / MARTIN A. HABER CONSULTING ENGIMEERS, P.C. ~12-889-85o4 IM,AIN hl~TTITUCK, NY 51TE: pOUJER PLAN MAP--,. 31, I'~'B5 REGULAR HENU (FULL 6HEESEDUR©ER POUBLE TRIPLE DIG HAG QUARTER POUNPER QUARTER POUNPER HcOHIOKEN 6HIOKEN NUGGETS FILET OF FISH FRIES SALADS 600KIES SOFT pRIN~S SHAKES IOE TEA HILK BREAKFAST MENU MUFFIN SANDMIOHES BI®QUIT SANP~IOHES BIG BREAKFAST HOT CAKES HASH' BROWNS PANISHES APPLE BRAN HUFFINS HAPPY HEALS H/ 6HEESE SHALL FRY, SMALL PRINK SHALL FRY, SMALL PRINK 4 PO. HcNUGGETS SMALL FRY, SHALL PRINK VALUE HEALS BIG HAG LARGE FRY, PRINK LARGE FRY, PRINK QUARTER POUNPER LARGE FRY, pRINK LARGE FRY, PRINK POUBLE OR TRIPLE 6H~ESEBUR6ER LARGE FRY, pRINK PAIL¥ POUBLE BURGER LARGE FRY, PRINK DESI®N CRITERIA PROJECTED ANNUAL VOLUME = @1,400 OOO PROJECTEP PEAK HOURLY VOLUME = $ ,Oqq PROJECTEP AVERA®E CHECK = $5.00 PROOECTE~ AVERA®E ®ROUP SIZE = 2 4 LEASE SPACE SQUARE FOOTA®E = 5,050 KITCHEN EQUIPMENT AREA SQUARE FOOTA®E = COOLER STORA®E SQUARE FOOTAGE = 50 SQ. FT. FROZEN STORAGE SQUARE FOOTA®E = 84 SQ. PT, PRY STORA®E SQUARE FOOTA®E = 7© SQ. FT. - REMOTE STORA®E AREA SQUARE FOOTAGE = N/A RININ® AREA SQUARE FOOTAGE = TDP pAYS/HOURS OF OPERATION = STANPARD KEY BTAT~ONS = (6) @ 56 T,C/HOUR (H/ ,Doo 50 SO, FT. REQUIREP - 7q SQ. FT. REQUIREP 64 SQ. FT. REQUIRED BACK-UP) OR (4) @ 45 T.C. NOT H/O/ I NCLUP I N® BACK-UP) FEZ. HANP -'k AREA LLLLLLLLLL, $ K, ITC, HEN LAYOUT PLAN I/4" = I'-O" / l il NOTES' ®ENERAL NOTES: 4' ~'-=' 4' ~'-~' ,' /"T "-'°' . ~'-o' SUPPORT ' ' ' · NOTE: .='-~" I~," *'-*" -2-¢]LL ~TAT]ON (~.H. CHASE) 5.ALL DAOK-UP SUPPORT5 5HALL BE FURNISHED ~ ]NSTALLEP T ~ ~ ~ (I) q'-O" L~. x ¢0" HIgH 5/6" PL~D - ~TART ~ F]N[SHEP BY 6.0, EXOE~ FOR ~ILPIN6~ THAT A~E PAN[L]ZED, ~ ~ I ~J ~=~ ~ I (1) 2xlO x 6'-0" Le. ¢ 50" ~ 15" A.P.F. TO OENTER OF 5UPPO~ (i,e, HTL BACK-UP ~PPO~T5 IN HTL 5TUP ~LL5 I HARE~ASHE~ ELEVATION 5EOT]ON O~ ~]NK FRONT COUNTER PETA~L (I) 2xto x 2'-0" L®. o 75" A.F.F. TO 6E~NTER OF SUPPORT i <~ -~HELVIN6 ABOVE FOOD PREP AREA II i.._ Z :4 '~,- K. I TGI ..t]"':N t=QU I PI',dF::NT PLAN ~ ~< z , , 'i. ,/4" ,'-o" ~ ~ 2 i~ ~aUIPiffiENT LAYOUT -4-VAT ~ STATION (FB-DI) I0 I/2" ID DUCT - 1145 OPM ~ 8'-8" AFF (FB-EI} (I) 120/60/I-20A @ 4'-0" AFF (BAC~,IN6 STATION) (FB-OI) STAINLESS STEEL CHASE CONTAiNS~ -~(I) 120/60/I-20A INTERLOCK CIRCUIT FROM EXHAUBT - I I/2" 6A5 SUPPLY (DO NOT EXTEND P]PIN6 POHN FAN 4"~,*LL HOUN"F~D PREE.ZER (DOUBLE HiDE - N,E. RE~,ION EGUTP.) (OF-El) (I) 120/60/t-20A o '7'-0" APE (OVERHEAD FREEZER) (6B-BI) NOTE~ -PREP LINE (RE#ULAR MENU BTA¢IN~) (P~-Ei) BOX "A" - (&) CIRCUITS IN O.E P ~ CEIL[NB. (I) 120/60/I-20A H/HUBBELL #D2OC4H (¥ELLOH) BTABIN6 CABINET (I) 120/60/I-20A H/HUBBELL #D2OC4H (¥ELLOH) CHICKEN HOLD]N6 CABT (D) 208/60/I-20A H/HUBBELL #D2OCBH (BLUE) Q-IN6 OVENS (1) 120-20B/60/I-20A H/HUBBELL #420CI2~ (ORANE~) BISCUIT HOLDIN5 CABINET ~ BTABIN6 CAB]NET (E B-E2) BOX "B" - (4) C]RCUITB IN O.E,P. ¢ CEILIN6 (I) 120-20B/80/i-20A H/HUBBELL ~420CI2H (ORANBE) UNIVERSAL TOASTER (1) 120-20B/60/I-20A H/HUBBELL ~420012H (ORANGE) BPARE (I) 120/¢0/I-20A H/HUBBELL D2OC4H (¥ELLOH) BPARE (I) 20~/~O/I-DOA H/HUBBELL DDOCBH (BLUE) MUPP]N TOABTER (VI'I-El) #I~ 4~10 OEILINB) 120/60/I-20A (MOUNTED ON BACK OF VALANCE HALL I AT -TIME (HO-E2) (2) 120/60/I-20A ¢ 4'-0" AFF (I) TURNED (FLUORESCENT LJBHT) AND (I) (ADDIN6 MACHINE) (NB-PI) D/4" HOT (140°F) AND C H ~ D'-~" AFF (BK-P2) I SE) FOR OPT. HAREHABHER (CAF IF NOT USED) (BEE ARCH. P~TAILB BHT) HOSE BIBB TERM]NATION ON N,H. ¢ ]'-~" AFE POR OPTIONAL HAREHASHER (CAP TEE IF NOT USED) -HALK-IN (CF-E2) (CF-ED) (CF-PU (CF-P2) (OF-F~) (CF-P4) (SE-El) (BP-E2) ( ¢:~- P2) ( ( BF- P4) (SE-PS) ( (BS-EU (BB-PU (B~-P2) /BS-PD) (~-P4) (BS-PD) (BS-P~) T20/60/I-20A ~ ~'-0" AFF ( OLEAN IN-PLACE PANEL) (CAP IF NOT USED) HEATER (HH-DI) VENT AB REQUIRED (HH-PI) D/4" ~AB SUPPLY DOHN PROM ABOVE (SEE NOTE #10) CKT 6.0. H.H. K.H. 0 0 0 © ® · -AMPERE5 -AB47VE FINIBHED FLOOR -CIRCUIT -COLD I",~TER PLAN NOTES: THE ~ENERAL OONTRACTO~ SHALL ETUDY THE HECHAN]CAL ROUE,H-IN PLAN 1~'-I0" (HOLD) (HOLO) 24'-0~* (HOLD) II jl i' K I T6HFN OU®H- I N PLAN © fY 0 Z © £ i AREA ITFHI QTY. DE.ExT.,R]PT]ON MANUFACTURER UNIT UL LISTINg, EXHAUST ~,A5 ~TER PRAIN~ REF~I~. ELEGTR[6AL (ACTUAL PRA~) ]P L] TIN STP. PUGT G,F.H. 5]ZE B.T.UI. A,~.A. 'H~ G~ I.D.S, DI~GT TYPE H.P. VOLTACE AH~ INSTALLATION REQUIR HENT REMARK5 I I (10'-I0") LON~ K.E.5. IHTOI N/A 2 ~.O. TO HAKE FINAL ~NNEOT]ON5 q 2 Ou~ ~ LR lCB~ I/4" OOFpEE HAKES5 (I) AT P~]VE-TH~U ~ ([) AT CENTER ]SLANP 52¢5~ ~ 4 FILT. -P.O. TO ~NNEOT PILTEREP COLD ~TE~ LINE TO HANI~OLP ON E~UIPHENT I~ I BE~RACE OAB]NET ~.E.5. I/4" 1~.06+ E.C. %0 HA~E ~]NAL COMNECT]ON5 TO BRBA~ER PANEL - ~0" q4-SERI E5 BV60-4 Eq~OI ~ 2 I" 120-206/60/l F]LT. ~UYOUT~ 50DA 5T~TEH SUPPLIER TO HAKE ALL CONNECTION5 5ELN-OONTA[~D I 20¢/¢0/~ lq TO BE 9UPPL]E~ ~ITH ~'-6" LONe O~P - PLU~ INTO HALL ~TLE% 20 I SALAD CASE BE~RAeE-A [ ~ UR2OSE L] STEP L] STEP I/8 120/80/I ~.2 ~PA TONER FILT. 120/60/1 2 ~PA 5Y$TEH SUPPLIER TO HAKE ALL FINAL CONNECTION5 ) BIMH-452- LISTEP LISTED I/2' 80,000' 120/60/1 .6 UNIT PLU¢5 INTO PRE-MIRED STATION TO BE SUPPLIED ] 2~ I 4-VAT F~ER P~HASTER 2RG~P ~TU EA.VA' EACH ~ITH (~) 20-~G-5 ~NTERL~ CORD FOR ~A~ 24 2 PORTABLE K.E. ¢. 4TL24 N/A PUNNED K.E,~. 5AOOq N/A PRE-HIREB JUNCTION BOX ON EOUIPMENT HEAT FREEZER 2¢ I (DOUBLE NIPE) PELFIELP OHP-~O 9A60~2 2 AIR-~LEP I/~ 120/60/I &.~ UNIT PLUG5 INTO UTILI~ CHASE BTU TOTAL H]TH (l) 20-~G-5 INTE~L~K CO~P ~ (i) ~O-T-4LV POHE~ 6~ILL (~-F~T) TAYLOR ~]4 DO ¢0,~0 ~.0 UNIT PLU~5 INTO P~E-HI~EP 5TAT]ON TO BE SUPPLIED (¢A9) (¢A5) N/A 1225 I/2" BTU TOTAL 120/60/1 TOTAL ~]TH (l) 20-F0-5 ]NTERLOOK 'OORP FOR ¢A9 UTILITY 5TAT I ON q4 -~ l E5 ~2 ~ ~-IN¢~N AHANA HO2OOOHpp 40456 5EAL~ITH 20~/60/I I0. I (I) OPTIONAL BASED OM 5TOR~ VOLUHE - REQUIRE5 (l) 20 AHP. CIRCUIT G~I~T HOF~AN HPl IO~ qONKIql06 4 120/60/I .~ PLU~ IMTO ~RHEAP ELEO~IOAL PANEL REOEPT~LE ~ I 2-~I ~P (4' -0") K.E.~. ZLP4_4 ~A 2 86 I BUN 5T~] N~ K, E, 5. OABIN~T q4-,E~IE, 6FH~ N/A 2 ~AUOE ~UN HOLPE~ A~ TO B~ H~N~p TO ,]~ OF OAB,NET By THE ~.E.5. N/A DENOTED NON-APPL I (.,ABLE -- AREA N. ¢. F. I TEH ~TY. PESOR I PT I ON HANUFACTURER UN I T UL L t 5TI Ne EXHAUST ¢A5 ~TER PRA[ N5 REFR ] ¢. ELEOTRI GAL ( AOTUAL PRAM) ID ~ LISTIN¢ STP. DUCT O.F.M. 5iZE B.T.U. A.~.A. H~ C~ [.D.H DIRECT TYPE H.P. VOLTASE AM~ INSTALLATION R~UIREMENT5 ~ REHARK5 ITEM 42 4~A NO I TEH 4~A ~N ~[LL5 DH 5~] 4 20¢/60/~ 21 .~ UNIT PLU¢~ INTO ~JALL MOUNTED PIN ~ 5LBEVE RECEPTACLE ~X ~L4DORq ~ DUPPLI~ ~ITH (I) L4DORq, PLU~ MODEL D~ K.E.5. 50 NO I DETERH AND VIDEO CABINET RE~U]R]N~ PANA~ONI6 ~HBINATION HONJTOR/VIDEO PLAYER (HODEL ~A8550) 52 I OFFI GE PAOKA~E (B~ OHNER) PENSTOR PER PLAN NYR N/A 120/80/I TO ~E PACKAGE ]NOLUPE5, MANAOE~ PESK/CHA]R/~[TH CABINET ABOVe, ~D l SAFE ~UTH~EST FDCMC N/A N/A 55 I ISP GART METRO 'q4 ~R]E5 TLOD-4 N/A N/A '55 I ~RE~SHER JAOK~" H-24BF ESqS¢ ' /2" 2" ' 120-206/~0/1 ~6.0 P.O. ' E.G. TO HAKE PI~L ~""EGTION5 ~R LOOAL ~P~ - MUST gRAIN INTO CEASE T~P 5~ I ~-OOHPAR~ENT K.E.5. ( l) (I) 5iNK q4-SERI E5 5K0~-4 N/A 2 I/2" , ~/4" ~/4" P.6, TO HAKE FINAL ~NNECT[ON5 5g 5b I BRU~ pi ~PLAY TOOL 5HARPENER CASTLE I ~4 N/A NYR 61 I 6RILL TOOL LOT (P~ STO~E) INTERHETRO 2'-2" N/A 2 ~ TiER ~HELV[N~ ON TRAOK/ROLLER~ - 206 ~.FT, p~ 5TO~6E BOX DALLY xS,e,,H 120/80/i q.O(F) TO ~IN UNIT ~NNECT5 TO REHOTE ~NDENSIN¢ UNIT C~E~ I5 FLOORLE55 REHOTE ( I ) I . 5 (~OLER) ~HN BHCDIE 9AI525 N/A A]R-~OLEPREMOTE ~/4 205-2~0/60/I 5. ~ EVAPORATOR I5 MOUNTED IN 600LER 5EOTION OF BOX - PONER TO ~E ~UPPL I EP BT REHOTE CONDENSI N~ UNIT ~D 2 BULK ~5 I OLEAN- ] N-PLAGE ~ANEL O~O¢EN I G5 NT~ N/A N/A 120/60/~ I TANK G~N I O~ N~R N/A N/A ( 24V) I gq I FIRE ANBUL (2) DO III-FILE LOT EXTINSU]SHER (2) ~ ~XIPI6 M~NT~ AT 2'-0" A.F.F, - SUPPLY A5 PER L~AL ~DE5 I