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25172-Z
FORM NO. 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT Office of the Building Inspector Town Hall Southold, N.Y. CERTIFICATE OF OCCUPANCY No: Z-27940 Date: 09/12/01 THIS CERTIFIES that the building ALTERATION & ADDITION Location of Property: 12605 MAIN RD MATTITUCK (HOUSE NO.) (STREET) (HAMLET) County Tax Map No. 473889 Section 141 Block 4 Lot 32 .1 Subdivision Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated JUNE 18, 1998 pursuant to which Building Permit No. 25172-Z dated SEPTEMBER 14, 1998 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 ALTERATION & ADDITION TO AN EXISTING CHURCH AS APPLIED FOR. NYS PETTION #1999-0132 The certificate is issued to PRESBYTERIAN MATTITUCK (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL N/A ELECTRICAL CERTIFICATE NO. N 527263 06/16/00 PLUMBERS CERTIFICATION DATED 06/20/00 PETER SOULAS (Atthol ized Signature Rev. 1/81 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT Town Hall Southold, N.Y. BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) PERMIT NO. 25172 Z Date SEPTEMBER 14, 1998 Permission is hereby granted to: PRESBYTERIAN MATTITUCK PO BOX 1411 MATTITUCK,NY 11952 for ALTERATION & ADDITION TO AN EXISTING CHURCH AS APPLIED FOR & TO THE CONDITIONS OF THE DEPT. OF STATE CODES DIV. - PETITION #1999-0132 . at premises located at 12605 MAIN RD MATTITUCK County Tax Map No. 473889 Section 141 Block 0004 Lot No. 032 . 001 pursuant to application dated JUNE 18 1998 and approved by the Building Inspector. Fee $ 1,045 .00 Authoritod SigruPture ORIGINAL Rev. 2/19/98 TOWN OF SOUTHOLD i BUILDING DEPARTMENT TOWN HALL 765-1802 1 7 Inn APPLICATION FOR CERTIFICATE OF OCCUPANCY D A. This application must be filled in by typewriter OR ink and submitted to the bui.ldir inspector with the following: for new building or new use: 1. Final survey of ,property with accurate location of all buildings, property lines streets, and unusual natural or topographic features. 2. 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 buildi 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. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings a "pre-existing" land uses: 1. 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 applican 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 building $2`5.00, Additions to accessory building $25.00. Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - -25c- 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date . . . . . . . . . . . . . . . . . . New Construction. .. . . . . . . .. Old Or Pre-existing Building. . .2<.. . . . . . . . . . . . Location of Property.. .l 7405 vnAiJ (?-oftN-r squor) ?yajg64AA: t uck ...... . . .. .. . . . . . . . . . . .. . . . . . . . . . House No. Street Hamlet Onwer or Owners of Property. , .4�t3;f 7 2t ?, , a t- w1 eGt. . . . . . . . . . . . . . . County Tax Map No 1000, Section. . . . . . . . ..Block. .T. . . . . . . . . . . . .Lot. .3.Z,.[ . . . . . . . . . . Subdivision. . . . . . . . . . . . . . . .. . ... .. . . . . . . . . . . . . . rFiled } Map. . . . . . . . . . . .Lot. . . . . . . . . . . . . . . . . . Permit No.e-51 [Z.-._4-. . .Date Of Permit. . .�l. ?: ./.l.(.1. . .App1icant MK-7-0 Q'k.eR45.(6yAM1AP Cd(bii W Health Dept. Approval. . . . . . . . ... . . . . . . . . . . . . . . .Underwriters Approval. . . .�(. . . . . . . . . . . . . . . . Planning Board Approval. . . . . . .. . ... . . . . . . . . . . . . Request for: Temporary Certificate. . . . . . . . . . . Final Certicate. . . . . . . . 40 Fee Submitted: $ .. . . . . . . . . . . .. . . . . . . . . . . . 4 . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . c/� APPLICANT THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 1 100ds354 BUREAU OF ELECTRICITY F 40 FULTON STREET, NEW YORK, NY 10038 Date JUNE 16,2(K0 Application No. on file 18445499/99 N 527263 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of PRESBYTERIAN CHURCH, 12605 MAIN STREET, RATTITUCK K, NY in the following location; ® Basement El Ist FL ❑ 2nd Fl. OUT Section - Block Lot was examined on `IME 08,2000 and found to be in compliance with the National Electrical Code. FIXTUREFIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS RECEPTACLES SWITCHES INCANDESCW FLUORESCENT OTHER AMT. K.W. AMT. K.W. AMT. K.W. AMT. K.W. AMT. M.P. 80 59 52 26 54 3 F DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL REC'PT.j TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS AMT. K.W. OIL H.P. GAS M.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. N.P. NO.OF FEET SYSTEMS AMT. WATTS 7 F SERVICE DISCONNECT NO.OF S E R V I C E METER NO. CC COND. A.W.G. A.W.G. A.W.G. AMT. AMP. TYPE EQUIP. 1 2W 1/JW 3 0 JW J IW PER• OF CC.COND. NO.OF HI-LEG OF HI-LEG NO.OF NEUTRALS OF NEUTRAL 2 200 CII 1 X 2 4/0 ? 4,'0 OTHER APPARATUS: 5 TON A/C POLE LIGHT (LAIIMSCAPE)-6 EX_ _TT LIGHTS-5 EMERGENCY LIGHTS-10 PADDLE FANS_Q 30A DISCONNECT-4 6i0R DISCONNECT S-IR ELEVATOR—I -- 2uJA tiETER CONTROL FOR ORGAN-1 S1t3Ti1RG:3-5 H.P. ,3-F H.P. l �L <<< Continued on Page 2 >>,. GENERAL MANAGER Per This certificate must not be altered In any mannor;return to the office of the Board It incorrect. Inspectors may be Identified by-t oir-credentials. COPY FOR BUILDING DEPARTMENT. THIS C . THE NEW YORK BOARD OF FIRE UNDERWRITERS PAGE 2 1000854 BUREAU OF ELECTRICITY' F40 FULTON STREET, NEW YORK, NY 10038 Date JUTE 16,2000 Application No. on file 18445499/99 N 527263 THIS CERTIFIES THAT only the electrical equipment as described below and introduced by the applicant named on the above application number is in the premises of PRESBYTERIAN CHURCH, 12605 MAIN STREET, HATTITUCK K, NY in the following local sE B ement In 1st Fl. EI 2nd Fl. OUT Section Block Lot ,lam was examined on and found to be in compliance with the National Electrical Code., FIXTUREFIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS OUTLETS RECEPTACLES SWITCHES WCANDESCENJ FLUORESCENT OTHER AMT. K.W. AMT. I K.W. AMT. I K.W. AMT. K.W. 7�ff DRYERS FURNACE MOTORS FUTURE APPLIANCE FEEDERS SPECIAL RECPT. TIME CLOCKS SELL UNIT HEATERS MULTII--OEUTSLET DIMMERS SY AMT. K.W. OIL N.P. GAS M.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. I H.P. NO.OF FEET AMT. WATTS SERVICE DISCONNECT NO.OF S E R V I C E METER NO.OF CC COND. A.W.G. A.W.G. A.W.G. AMT. AMP. TYPE EpUlp, 1 R 2WJI 3W J 0 3W J/4W PER• OF CC.GOND. NO.OF HIAEG OF W LEG NO.OF NEUTRALS OF NEUTRAL OTHER APPARATUS: P.A-MELBOARDS:3-1 CIR. 60 G.£.C.I: NORTH ELECTRIC LIC.#890 E L L 121 ACACIA ROAD ROCKY POINT, NY, 11778 GENERAL MANAGER 11 f Per This certificate must not be altered In any manner;return to the office of the Hoard if Incorrect. Inspectors may be Identified by their credentials. COPY 'FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MU T NOT BE ALTERED N ANY MANNER. ��5�gCkCOG Fax (516) 765-1823 CM x Town Hall, 53095 Main Road N IT, Tolophono (516) 765-1802 P. O. Box 1179 Southold, New York 11971 OFFICE OF THE BUILDING INSPECTOR TOWN OF SOUTHOLD C E R T I F I C A T I O N DATE: Building Permit Nod-V71 -2,%� owner: /�/1 7— (r'�' C h (please print) plumber:: e So' ci/No ( lease print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. ( lumbers Signature) Sworn to before me this y� �Iy day o f �/1A�1 , '4"`�-G Notary Public, sC,( County ALLAN E3. YOUNGS NOTARY PUBLIC, STATE OF N.Y, NO. 01Y04366278 OUALtFIED 114 SUFFOLK COU COMMISSION EXPIRES DIANE HEROLD, ARCHITECT P.O.BOX 884 WESTHAMPTON BEACH,NEW YORK 11978 May 17, 2001 Building Department Town of Southold Town Hall 53095 Main Road Southold, New York 11971 RE: Mattituck Presbyterian Church 12605 Main Road Mattituck, New York 11952 Gentlemen: The work performed at the Mattituck Presbyterian Church under building permit 251722 dated September 14, 1998 conforms to New York State Building Code and to other codes as applicable to the best of my knowledge and belief. Sincerely, L40� Diane Herold FIRE SPRINKLER REPAIRS AND MAINTENANCE J. YOUNG MECHANICAL, INC. VIOLATIONS REMOVED FIRE PROTECTION SPECIALISTS N.Y.C..F.D.CERTIFIED INSPECTIONS TESTING 600 Rutgers Road Lic.#60958337 North Babylon,New York 11703 Tel(631)321-3890 Fax(631)321-1763 December 7, 2000 John Rose MAY 10 ?nn) Mattituck Presbyterian r __ 12605 Main Road Mattituck,NY Re: Mattituck Presbyterian Church 12605 Main Road Mattituck,NY To Whom It May Concern: Regarding the above referenced project, kindly note the following: The Fire Sprinkler System at the above referenced location has been installed in conformity with the rules of the National Fire Protection Association Pamphlet#13 and is in full operation,all sprinkler piping was subjected to a(2001b)Hydrostatic test on 12/7/00 for two hours to prove integrity of the system. System in full operation. We trust the above meet with you approval. Should you have any questions please call our office. Sincerely, J. Young Mechanical, Inc. J P id PLANNING BOARD MEMBERS g�FfO�,�► �,� ea Town Hall, 53095 Main Road BENNETT ORLOWSKI,JR. =.j.� P.O. Box 1179 Chairman Southold,New York 11971 WILLIAM J.CREMERS H Z Fax(516) 765-3136 KENNETH L.ELATHAM GEORGE RITCHIE ATHAM,JR. Dy • Telephone(516) 765-1938 RICHARD G.WARD PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 19; 1998 Diane Herold, Architect P.O. Box 884 Westhampton Beach, NY 11978 Re: Request for site plan waiver for Mattituck Presbyterian Church SCTM# 1000-141-4-32.1 & 26 Dear Ms. Herold: The following took place at a meeting of the Southold Town Planning Board on Monday, May 18, 1998: WHEREAS, The Mattituck Presbyterian Church is the owner of the property known and designated as SCTM# 1000-141-4-32.1 & 26 located on Main Rd. in Mattituck; and WHEREAS, the Zoning Board of Appeals has granted a variance for this non- conforming building with a non-conforming use in this Hamlet Business (HB) zone; and WHEREAS, an examination has been made of all uses and the existing parking was determined to be adequate due to public parking facilities across the street; and WHEREAS, the proposed 1,114 square foot addition to an existing church building will not be a more intensive use of this property; and WHEREAS, the Architectural Review Committee has approved the elevation drawings on April 3, 1998; and WHEREAS, any violation of the conditions of this resolution may be grounds for Page 2 Site plan waiver for Mattituck Presbyterian Church May 19, 1998 rescinding this waiver; be it therefore RESOLVED, that the Southold Town Planning Board grant a waiver of site plan requirements. Please contact this office if you have any questions regarding the above. Sincerely, Bennett Orlowski, Jr. Chairman cc: Zoning Board of Appeals Ed Forrester, Director of Code Enforcement NEW YORK STATS DEPARTMBNT OF HEALTH APPLICATION FOR APPROVAL OF BA�.1' FLOW PREVENTION DEVICES FOR4DEP.ARTMENT.Al C ' COMP ONLY LOG NO. : 1. Name of Facility: 2. City, Village, Town: 3. County ' Mattituck Presbyterian Church Mattituck, Southold Suffolk_ 4 . Exact Location of Facility= i.e. , Street Address: ` 12605 Main Road at Sound Avenue ' S. Approx. Location of Device: 6. Mfg. , Sizey M61 ei lr hs northwest corner of church buildingin Hot Box No. of Device+jdilkins 979 (ai) e �.' 11.: 7. Name & Title of Owner: Mattituck Presbyterian Church ' Mailing Address: Telephone Number P.O. Box 1411 (Q1 ) 298-4145 Mattituck New York 11952 zip: 8. Nature of `Wor]Cs Owner's Signature N ,QEs�eENr Date: 6JNew [ ] Revised . 9. Design Engineer 10. NYS License .No. or Architect: Diane Herold, Architect . 14067 P.O. Box 884 Telephone ,Noy Address: . Westhampton Beach, New York zip: 11978 631 288-5049 711 x, 11. Water system Pressure (psi) at Point of Connection 12 Estimate Ins`tta+11. Qk Cost: Max 50 Avq. 44 Min. 40 3,,800 13. Degree of Hazard: # ' [ Hazardous [ ] Aesthetically Objection'able '. \ •`ar �ra�'. List Processes or reasons which lead to degree of hazard checked above: c re 14. Public Water Supply Name: Name & Title of Suppliers Designatedf! .; Suffolk County Water Authority D01Lna Lee stein Mailing Address: , .1 Supe Sunrise Hwy/Pond Road Signature* * Oakdale. ,X 11769 Telephone #: 563-0266 * Your signature endorses proposal r NOTE: All applications must be accompanied by plans, specifications ,ra d a engineer's report describing the project in detail. The project must: f submitted to. the,'Department of Health Services, who will forward it to l' supplier. This form,must be prepared with I copies off all plans, sped-1 a and supporting information. r , GEN 236 (4/85) ` 7 13/16 8 9/16 37 1/4 8 9/16 7 13/16 NpTES: , L ALL I)lf4ENSI13NS ARE APPR13XIMATED IN i 3 j 2. RECDMMENDED SLAB SIZE 82'L x 38' x a 40 MINIMIfM THICKNESS, 3. 'E' INDICATES THE ELECTRICAL RECEPTACLE. a IT SHALL BE MDUNTED A MINIMUM OF 30' �J �J ADM THE SLAB. 4. THE ENCLOSURE IS DESIGNED AS A FLIP-TOP 3 10) FOR EASIER ACCESS AND MAINTENANCE. 5. Cm) THIS DIMENSION REMAINS 3` WHEN THE r 70 wILKINS 975DA IS INSTALLED. HOT BOx. . . 6. UNIT IS A 1,1#2E, WHEN INSTALLED WITH13UT THE HEATER. THE ENGINEERED ENCLnSURE 9 WFFOLK'Cot"flz y REAR -.. �''" , >>t �a LID �P�'t��� f �-� �! � i .�..'�t..���:�ro_a�1 SEAM K !p'3'•''.kj I�,:.�;.,;, 1540V,12dV, 1 PI•t. ic E- 1/ /ms`s�...a�a� eft. �t`� :� •. s HEISE PLANS FOP i e ARE SUBJE:T-T C30N. HE APP 9VIAL OF (GEN 23 7) i5 ;;Ly i His DN—f 4�/ o cu LOCAL FtE!ttC HEALTH ENGINEER cn FRONT LID SHEET /OF--� ��� SEAM a ��_ �._ LOG NC) RESTRICTED DRAWING 6j- PATENT 8 4,7p-6,394. Hot Boxe TILET ' 2 1/2' V I LK I NS 975 (975DA) - OS$Y ]VIATE/M LANAE C STANDARD # HB3E ENCLOSURE - FIBERGLASS FLIP-TOP) SBT ! 5--19-DD JA=MVILLE, FLORIDA 32254 C 904) 786--0204 C BOW 736-0238 ENEDM / CONTRA= t LOCATM i APPROVEVMTE � FAX (904) 783-6965 htip //we. hot-•bm-t vm REV. 1 IEV. P REV. 3 SCALE REQ. ! XSZRDM i�ATE I� N, T, S. .It. LP►JUWG � � ..�; r � .. x Aiv 10 • � �uf.M1 T.t-'. �r j! a 1 " C4 I .' k� IL , -14 _VkmrA 1 R tZooVAlot .0 -� �'1 r i . �, �_�� / LAV • .. � ,�� ;a BCO N ti 44 7 .ONS 5 ���i G�1t.vl�rJl �tPFS u/ALL ?o P-M-pkvler 04M MAIL rv�o EU TME. To " AprR.K EX INGv I NG "WATER PIPE- o POT_rAP%` P lW -SLOP slN►- -io ARVE V:P"UCz-T Lo rm g, BUILT-/lel V RCUu n1 lagm MP- SU4i'DSL2_F��C.S7�Pt.•E • J�L� -_ 2.�I'L" GAWAIJIZ� PIPES PUX b6UICE AWo 6P& L-O C.IATEu. g' Albo u E N AY S c HooI 1.00( • ALM E/JC.LOSft,. l . SkIEETcs ocdC..Ev a ot'FIT . PIPES aE7wfCW Ibuu o G aNv Ko-1 rbox 70 l3E PLS l t M E _ • 8"Qf P11e PIPC A1.10 Low ATevo �^R7 GRAbE- w iuceIJS R75-zs" C Ftm 'Dawes los Me RM 15W „ cyi� Mov w. H 6 set 716"j- x 29"c., E E F . t t L.d w t=R '�Lc�O R P L.A IJ JAJ ` t-O � _NOR'(H Y1/1 A'IZ l T U CV_ P 9E;S l3Y 7 E-R•C A%o CN.U Ra STgTF QF06 W � LZ(OoS M•ikw) RnYVb, 1'WA"7717UCI,G• _. -I-_>IAUE KeR_o Lx,. PALCA 1780- NCT[ e4nC _. MODEL RZZF-.— Ti's F IRE 13U ILUI tar. —(Q �)t�YV�;;E.--- pRcy7EC7101,)._SYSZ�M . CwtOEC.7 t ou .R_P_Z-Ml LUZ- 11 le u l-S q� -.Z.. �5USPFaJt�Ep. C�IEtN6 � S � /,)� 4AL U.kw It&%� %,FES �YlE'E5 t 0 8` PYA... -0U_t lniC?N-.-.WALL ___VouNz(vTIo J ,1 A►,117oc S )MIAI SCK OLL__ CLl�?SE1__ N 'ly \S,ERED A&Cy [ HF 'OEUME INS7ALL.SNa IBJ KOl ZCK Y"KII17UC L �CZ1v54Y 7E21 AN C H V RLII . 12GOS hNk u 20Ate, MAT-t I7UCk 14061 qTF OF EW'�°� b�A►J E K E(ZOL_'a, Y�t2 C N 17EC.'t BO�c �y� wEs?H141M.P7a�J '�C-�ACI•(.. .__.._ NEW YORK STATE DEPARTMENT OF HEALTH Log No. 00-0087 CERTIFICATE OF APPROVAL FOR BACKFLOW PREVENTION DEVICE(S) This approval is issued under the provisions of 10 NYCRR, Part 5 Section 5-1.31: Facility: City, Village, Town County: MATTITUCK PRESBYTERIAN CHURCH Mattituck SUFFOLK Owner's Name and Mailing Address: MATTITUCK PRESBYTERIAN CHURCH PO BOX 1411 Mattituck, NY 11952 Physical Location of Backflow Prevention Device(s) BLDG Description of Device(s) : TYPE QUkNTITY SIZE WATTS 909 RPZ 1 2 .50 Water Supplier: Suffolk County Water Authority Donna Stein Name (Designated Representative) Mailing Address: Pond Road Oakdale NY 11769 A. THAT this certificate shall be revocable at any time or subject to modification or change when in the judgement of the Commissioner of Health, Suffolk County or of the State Commissioner of Health such revocation, modification or change shall become necessary. B. THAT within 45 days of installation, a state certified backflow prevention device tester shall test all backflow prevention devices listed above, and report the results to the water purveyor indicated above, and the Suffolk County Department of Health Services (SCDHS) by completion of the attached form, GEN 215a. C. THAT the proposed works not be placed into operation until such time as a Completed Works Approval is issued in accordance with Part 5 of the New York State Sanitary Code. D. THAT a certified backflow prevention device tester test the above - backflow prevention device(s) at least yearly and report the results to the water purveyor indicated above, and SCDHS. All tests to be performed by an individual certified by New York State Department of Health. E. THAT any connections made prior to the backflow prevention device(s) shall render this approval void. F. THAT the proposed works be constructed in conformance with plans and specifications approved this day and any,amendmen s thereto. ISSUED FOR THE STATE COMMISSIONER OF HEALTH BY: `" Designated Representative Date: 08/17/00 Steve Kramer, P.E. , PH Engineer Suffolk County Health Services (516) 853-2256 GEN FORM 237 SCDHS 5/96 . NEW YORK STATE DEPARTMENT OF HEALTH REPORT ON INITIAL TEST OF BACKFLOW PREVENTION DEVICE(S) AND REQUEST FOR COMPLETED WORKS APPROVAL (Public Water Supply: Suffolk County Water Authority County: SUFFOLK (Name of Facility: MATTITUCK PRESBYTERIAN CHURCH l (Address: 12605 MAIN RD Mattituck, NY 11952 l (Make Model Size Quantity Serial No. of Device(s) l WATTS 909 2 .50 1 q,-I I (Location of Device(s) : BLDG l I I I I IDifferential Pressl I I Check Valve No. 1 I Check valve No. 2 I Relief Valve I Test before I Leaked ( ) I Leaked ( ) lopened at 5.1 psil repair I Closed tight Oe) I Closed tight Ireduced pressure I l Describe i 1 repairs 1 1 ri sl (Final cess Closed tight (�C) dupe ed at �� i p l I I Ireduced pressure I I I I 1 lRepaired By: l7114 (Tested By: i (Date: I (Final Test By: 1 1 � /001 I *Required only on reduced pressure devices l CERTIFICATION: This device 1�,j meets, 1-1 does not meet, the requirements of an acceptable containment device at the time of testing. �I he tify the foregoingdatato be correct. Signature: �/"- C'^�f x, l Certified Tester No. Expiration (Date) l 1 CERTIFICATION THAT INSTALLATION IS IN ACCORDANCE WITH APPROVED PLANS i INYSDOH Log # 00-0087 l I (See approval letter) (Name & Title: Minor Installation Changes l l (describe) : l ISignature: (Telephone No: I NOTE: Send one completed copy to the designated Health Dept. representative and one copy to the water supplier within 30 days of testing of the device. GEN 215a (5/96) STATE OF NEW YORK ) ss.: COUNTY OF SUFFOLK ) (( E ►�EtZpL� , being duly sworn, deposes and says: That deponent is over the age of 18 years, and resides at 38 So LT7 K Cov 0-t rLY (t. yVs) U)6S7K A.ix V/p d That on the'9 day of 0 oU61M Vim- ' , 1999, deponent, being the architect/engineer, licensed by the State of New York, hereby states that s/he accepts full responsibility for the accompanying plans compliance with the New York State Fire Prevention and Building Code (9 NYCRR). 1� Architect/Engineer Sworn to before me this day of 1999• Notary Pu is LYNN►K!JOHN MSuft of"MVM MM PUBLIC of Bb8 ew Iffled In Sufl0k C%M Term FxpiroS 4 cc: applicant BUILIJING PERMIT REVIEW CHECK LIST Application Name: Architect/Engineer: SCTM #: District: x,000 Section: / / Block: V Lot: 3�•/ Subdivision Name: Req. Req' Zoning District: �Y (Lot size: Proposed: ] [Lo(coverage _Proposed:-) Req. RW Req. [Front Yard Proposed: ] (Side Yard Proposed: 1 [Rear Yard Proposed: Project Description: AGENCY PERMITS Permit gEQUIRED FOR REVIEW N.A. NO YES Number Suffolk County Health Dept. New York State D. E. C. Town Trustees Town Zoning Board approval: Town Planning Board approval: ✓ GAG Flood Plane Elevation??? Flood Zone: Ci IIV./;,,�' e • _771. iO4,Y6) 0001_ fzcesoa STATE OF NEW YORK DEPARTMENT OF STATE ALEXANDER F. TREADWELL ALBANY, NY 12231-0001 SECRETARY OF STATE ------------------------------------------------------ In the Matter of the Petition of: DECISION Diane Herald For a Variance to the New York State PETITION NO. 1998-1133 Uniform Fire Prevention &Building Code ------------------------------------------------------- Upon the application of Diane Herald, filed pursuant to 19 NYCRR 450 on October 28,1998, and upon ail other papers in this matter, the Department makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to an existing church known as The Mattituck Presbyterian Church, C5.4 occupancy, three stories in height , type 5 (wood frame)construction, approximately 19,380 square feet in area, located at 12605 Main Road, Mattituck, Town of Southold, County of Suffolk, State of New York. The petitioner is seeking relief from: 9 NYCRR 1101.3(b), which requires that where vertical accessibility is required within buildings, it shall be provided by means of elevators in conformance with ASME A17.1-1993, or ramps. [The petitioner requests relief to allow vertical accessibility for the disabled to an existing assembly space, proposed classrooms, storage rooms, bathrooms, thrift shop and other accessory spaces located in an approximate 7,900 square foot cellar by use of a limited-use/limited-application elevator.] FINDINGS OF FACT 1. In January 1996, the safety Code for Elevators and Escalators,ASME A17.1 b-1995, included a new part XXV, establishing safety rules for limited-use/limited-application elevators, commonly known as"LU/LA's". 2. Currently the referenced edition of the safety Code for Elevators and Escalators, ASME A17.1-1993, does not permit the use of limited-use/limited-application elevators. 3. The proposed LU/LA will be used to access an approximate 7,900 square foot cellar used for an assembly space, classrooms, storage rooms, bathrooms, thrift shop and other accessory spaces which would fit the intended use of these elevators. 0 printed on recycled paper Petition No. 1998-1133 Page 2 4. LU/LA's are meant to be used by the general public and are not restricted to those with mobility impairments. They are considered limited because of their relatively slow speed and small travel distance of 25 feet maximum. CONCLUSIONS OF LAW Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would produce a negligible additional health, safety and security benefit to the occupants of the building. DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 9 NYCRR 1101.3(b), to permit the use of a Limited Use/Limited Application Elevator for vertical accessibility to an approximate 7,900 square foot cellar in an existing church, be and is hereby PROPOSED TO BE GRANTED with the following conditions: 1. That the limited-use/limited-application elevator be installed in conformity with ASME A17.1 b-1995 Part XXV. This DECISION is issued under 19 NYCRR 450.6. Unless objected to by the petitioner in a writing received by the Department. the decision shall become FINAL after fifteen days of receipt of the decision by the parties This decision is limited to the specific building and application before it, as contained within the petition, and should not be interpreted to give implied approval of any general plans or specifications presented in support of this application. ,J GAci§; E. ark, Jr. `'Director, Codes Division DATE: //,,L./?/ RAS:sg Petition No. 1999-0132 Page 3 CONCLUSIONS OF LAW Strict compliance with the provisions of the Uniform Fire Prevention and Building Code would produce a negligible additional health, safety and security benefit to the occupants of the building. $ DETERMINATION WHEREFORE IT IS DETERMINED that the application for a variance from 9 NYCRR 705.4(a)-Table VII-705 end 1100.1(d); be and is hereby PROPOSED TO BE GRANTED with the following conditions: 1. That three exits will be provided from the expanded sanctuary with a travel distance of less than 50 feet to each exit. 2. That a one hour fire separation will be provided between the cellar and the first floor of the building. 3. That an automatic sprinkler system in accordance with 9 NYCRR 1060 and NFPA 13 will be installed in the entire cellar of the building. 4. That a fire and smoke detection system as per 9 NYCRR 1060 be installed throughout the entire building. 5. That the remainder of the cellar including other storage areas are accessible to the disabled. 6. That the proposed addition and alterations meet all other aspects of the Uniform Code. This DECISION is issued under 19 NYCRR 450.6. Unless objected to by the petitioner in a writing received by the Department, the decision shall become FINAL after fifteen days of receipt of the decision by the parties. This decision is limited to the specific building and application before it, as contained within the petition, and should not be interpreted to give implied approval of any general plans or specifications presented in support of this applicat!p -- \Q6arg—e E. Clark, Jr. Director, Codes Division f ' J / Y DATE: Y RAS:sg ' O��SufFO�,��OG o� y� Town Hall,53095 Main Road y = Fax(631)765-1823 P.O. Box 1179 O .F Telephone(631)765-1802 Southold,New York 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD A?& L APP - 4 - C,� Lo�prno I-) .s' Petition No: 1998-1133 N O TICEof the attached document. The attached The persons below are advised to TAKE document pertains to a petition for relief related to code requirements. If there are any questions, call (518)474-4073 and ask for the Variance Unit. Please refer to the petition number in all related conversations or correspondence with us. DIANE HEROLD P.O. BOX 884 WESTHAMPTON BEACH NY 11978 GARY FISH TOWN OF SOUTHOLD BLDG DEPT V" 53095 MAIN RD PO BOX 1179 SOUTHOLD NY 11971 MATTITUCK PRESBYTERIAN CHURCH 12605 MAIN RD PO BOX 1411 MATTITUCK NY 11952 Petition No: 1999-0132 The persons below are advised to TAKE NOTICE of the attached document. The attached document pertains to a petition for relief related to code requirements. If there are any questions, call (518)474-4073 and ask for the Variance Unit. Please refer to the petition number in all F related conversations or correspondence with us. DIANE HEROLD P.O. BOX 884 WESTHAMPTON BEACH NY 11978 GARY FISH J 53095 MAIN ROAD P.O. BOX 1179 SOUTHOLD NY 11971 MATTITUCK PRESBYTERIAN CHURCH 12605 MAIN ROAD P.O. BOX 1411 MATTITUCK NY 11952 FxCLLS10 STATE OF NEW YORK DEPARTMENT OF STATE _ ALBANY, NY 12231-000 1 ALEXANDER F. TREADWELL SECRETARY OF STATE S ----------------------------------------------------- In the Matter of the Petition of: DECISION Diane Herald For a Variance to the New York State PETITION NO. 1999-0132 Uniform Fire Prevention & Building Code ------------------------------------------------------ Upon the application of Diane Herald, filed pursuant to 19 NYCRR 450 on February 11,1999, and upon all other papers in this matter, the Department makes the following determination: NATURE OF GRIEVANCE AND RELIEF SOUGHT The petition pertains to an addition and alterations to an existing church known as The Mattituck Presbyterian Church of C5.4 occupancy, three stories in height, of type 5 (wood.frame) construction, approximately 19,380 square feet in area, located at 12605 Main Road, Mattituck, Town of Southold, County of Suffolk, State of New York. The petitioner is seeking relief from: 9 NYCRR 705.4(a)-Table VII-705, which stipulates that a C5 occupancy is not permitted in a three story building of type 5 construction. 9 NYCRR 1100.1(d), which requires that all spaces and areas within buildings shall be accessible. [The petitioner requests relief to construct an approximate 1,050 square foot one story type 5 addition to an existing church which will constitute an expansion of a pre-existing non-conforming use. The petitioner requests further relief to allow an existing approximate 200 square foot raised storage room in the cellar to remain without accessibility for the disabled.] FINDINGS OF FACT 1. The building that is the subject of this petition consists of a one story type 5 section that was the original church constructed circa 1850 and is historic in nature and a newer three story section added in the 1950's presumably of type 4 construction. 2. The older one story type 5 section serves as the sanctuary for this church which the petitioner wishes to expand to accommodate a growing congregation. Cp printed on recycled paper Petition No. 1999-0132 Page 2 1 3. To maintain the historic nature and integrity of the older section, the petitioner plans to cut the existing narthex f containing the front facade and steeple, move this section 32 feet forward and fill in between with the proposed addition. The petitioner states that the most effective way to match the existing building would be to build the proposed addition in wood also. 4. The sanctuary is approximately 3,000 square feet at the present time. With the proposed addition, the area will be increased to approximately 4,000 square feet. 5. The Petition has agreed to create a two hour separation between the sanctuary and the remainder of the building to create an approximate 4,000 square foot fire area. 6. The building that is the subject of this petition is not located within fire limits. 7. Table VII-705 of the Uniform Code allows a maximum fire area of 6,000 square feet for a type 5 building with a C5 occupancy not located within fire limits. 8. The occupancy load for the expanded sanctuary will be under 300 persons. As per Table IX-765, two exits are required. As per Table VI-765, the maximum travel distance to the exits is 150 feet. The proposed floor plan for the expanded sanctuary submitted to this office shows that three exits will be provided with a travel distance of less than 50 feet to each exit. 9. The petitioner has agreed to create a one hour fire separation between the cellar and the first floor of the building. 10 The petitioner has agreed to install an automatic sprinkler system in accordance with 9 NYCRR 1060 and NFPA 13 in the entire cellar of the building. 11. The petitioner has agreed that a fire and smoke detection system as per 9 NYCRR 1060 be installed throughout the entire building. 12. The 200 square foot raised cellar area is only used for minimal storage and a transitional area for an exterior "Bilco"cellar entrance. This area would be very costly and physically impractical to be made accessible for the disabled. 13. The remainder of the cellar including other storage areas are accessible to the disabled. 14. The local building Code Official has been consulted in this matter. DIANE HEROLD, ARCHITECT P.O. Box 884 1246W Westhampton Beach, New York 11978 November 24, 1999 BLDG. DEPT. 'TOV"1N OF S0�1THOLD Mr. Michael Verity, Building Inspector Town of Southold Building Department Town Hall Southold, New York 11971 RE: Mattituck Presbyterian Church Dear Mr. Verity: John Rose, chairman of the Expansion Committee, and I have researched the UL rating for the 12" concrete block wall between the educational wing and the wood frame church. Both Suffolk Cement Products, Inc. and Barrasso & Sons, Inc. have told us that 12" concrete masonry units have a UL rating of more than 2 hours. I have attached a letter from Barrasso & Sons, Inc. indicating this . We also phoned the United Laboratories in Northbrook, Illinois, where testing of concrete is performed. They informed us that to confirm the rating, we would have to send a sample of the block to their laboratory, and they would send us a proposal for the testing. We feel the information supplied by the local companies is reliable and indicates that the concrete block wall conforms to the required 2-hour fire rating. Sincerely, Diane Herold enc. DIANE HEROLD, ARCHITECT Box 884 NOV 19 Westhampton Beach, New York 11978 November 18 , 1999 Mr. Michael Verity Building Inspector Town of Southold Town Hall Southold, New York 11971 RE: Mattituck Presbyterian Church Dear Mr. Verity: Attached are prints showing the revisions we have discussed in past conversations . I believe these revisions satisfy all of your concerns. The only items remaining to be submitted are the layout of the sprinkler system - which is being prepared by the supplier the UL rating of the wall between the wood frame and masonry sections of the church - I am working on getting this information. As I don' t believe these two items are sufficient to withhold the building permit, the congregation and I would appreciate the permit. As you may be aware, we are eager to have an inspection so we may continue construction in a timely manner. Sincerely, �ti•.c, Diane Herold enc. DIANE HEROLD, ARCHITECT ;7 /999 i_ P.O. Box 884 Westhampton Beach, New York 11978 December 22 , 1999 Mr. Gary Fish Building Inspector Town of Southold Building Department 53095 Main Road Southold, New York 11971 RE: Mattituck Presbyterian Church Main Road, Mattituck Dear Mr. Fish: I have inspected the installation of the fiberglass insulation at the Mattituck Presbyterian Church. I find that the insulation has been installed properly and will not collapse inside the walls after the sheetrock finish has been installed. Sincerely, �'- 1�" m Diane Herold APPEALS BOARD MEMBERS �OSUFFO(�c �p 4G Southold Town Hall Gerard P. Goehringer, Chairman c y1 53095 Main Road James Dinizio,Jr. Cn = P.O. Box 1179 Lydia A.Tortora O Southold,New York 11971 Lora S. Collinsy O� ZBA Fax(516)765-9064 George Horning Telephone(516)765-1809 BOARD OF APPEALS TOWN OF SOUTHOLD FINDINGS, DELIBERATIONS AND DETERMINATION REGULAR MEETING OF APRIL 30, 1998 Appl. No. 4561 - MATTITUCK PRESBYSTERIAN CHURCH PARCEL ID: 1000-141-4-32.1 STREET & LOCALITY: 12605 Main Road and Sound Avenue, Mattituck. DATE OF PUBLIC HEARING: April 16, 1998 FINDINGS OF FACT PROPERTY FACTS/DESCRIPTION: The above-identified property is a corner lot, situate on the southerly side of Sound Avenue and the westerly side of Main Road (a/k/a State Route 25), Mattituck. The subject premises consists of a total size of 163,916 square feet (3.763 acres), as shown on the December 10, 1997 survey prepared by Northstar Surveying, P.C. The premises is improved with a church building located at the easterly portion of the premises, set back 44 feet from the chain link fence to the north (close to the northerly property line along Sound Avenue). Also existing on the premises are a 20 ft. by 24 ft. masonry structure and the Church Cemetery. (For information purposes, it is noted that there are other lands adjoining this site also owned by the applicant identified as County Tax Map Parcels 26, 33 and 34, District 1000, Section 141, Block 4, which are not a part of this application.) BASIS OF APPEAL: Building Inspector's March 13, 1998 Action of Disapproval which reads as follows: ". . .Under Article XXIV, Section 100-243, a nonconforming building with a nonconforming use cannot be enlarged, reconstructed or structurally altered. Note - the nonconforming use pertains to the HB Zone where churches are not permitted; the nonconforming building pertains to the existing front yard set back to Rt. 25 which is less than the required 15 feet. Action required by the Zoning Board of Appeals. . . ." VARIANCE RELIEF REQUESTED BY APPLICANT: Applicant proposes the construct an addition and alteration to an existing church as shown on the survey revised March 13, 1998 (Surveyor Job. No. F997) consisting of a new area of 32 feet by 34.8 feet, which replaces the existing front porch and step areas and alters a portion of the existing building. i Page 2 - April 30, 1998 Mattituck Presbysterian Church Appl. #4561: 1000-141-4-32.1 Southold Town Board of Appeals REASONS FOR BOARD ACTION, DESCRIBED BELOW: 1. Grant of an area variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties because the Church was built in 1715, centuries prior to zoning, and the modest expansion proposed is in keeping with the time-honored site of the Church. The proposed setbacks of the new addition conform to the code requirements. 2. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than a variance, because there is no other practical location on the site to build an extension onto the Church. 3. The requested variance is not substantial. It is well established under the case law that religious institutions enjoy enhanced protections and are to receive wider latitude in permissive land-use than commercial businesses such asprovided for in this Hamlet Business District. 4. The difficulty has not been self-created and is due to the historic use and location of the Church at this site. 5. The proposed variance will not have an adverse effect or impact on the physical or environmental conditions in the neighborhood or district because the Church has existed in harmony with the community at this site for more than 200 years. In considering this application, the Board deems this action to be the minimum necessary and adequate, and at the same time preserves and protects the character of the neighborhood, and the health, safety, welfare of the community. RESOLUTION/ACTION: On motion by Member Tortora, seconded by Chairman Goehringer, it was RESOLVED, to GRANT the relief, as applied for. VOTE OF THE BOARD: AYES: M ERS GOEHRINGER•, DINIZIO, TORTORA, HORNING, COLLINS. is olutiod pted 5-0. . GERARD P. GOEHRINGER, CHAIRMAN Approved for Filing AS400/txtlk/141-4-,3•./ PLANNING BOARD MEMBERS FFO(,r Town Hall, 53095 Main Road BENNETT ORLOWSKI,JR. o.Z. Gy� P.O. Box 1179 Chairman Southold,New York 11971 WILLIAM J.CREMERS CA Z Fax(516)765-3136 KENNETH L.EDWARDS Dy • �� Telephone(516) 765-1938 GEbRGE RITCHIE LATHAM,JR. �L RICHARD G.WARD PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 19, 1998 Diane Herold, Architect P.O. Box 884 Westhampton Beach, NY 11978 Re: Request for site plan waiver for Mattituck Presbyterian Church SCTM# 1000-141-4-32.1 & 26 Dear Ms. Herold: The following took place at a meeting of the Southold Town Planning Board on Monday, May 18, 1998: WHEREAS, The Mattituck Presbyterian Church is the owner of the property known and designated as SCTM# 1000-141-4-32.1 & 26 located on Main Rd. in Mattituck; and WHEREAS, the Zoning Board of Appeals has granted a variance for this non- conforming building with a non-conforming use in this Hamlet Business (HB) zone; and WHEREAS, an examination has been made of all uses and the existing parking was determined to be adequate due to public parking facilities across the street; and WHEREAS, the proposed 1,114 square foot addition to an existing church building will not be a more intensive use of this property; and WHEREAS, the Architectural Review Committee has approved the elevation drawings on April 3, 1998; and WHEREAS, any violation of the conditions of this resolution may be grounds for Page 2 Site plan waiver for Mattituck Presbyterian Church May 19, 1998 rescinding this waiver; be it therefore RESOLVED, that the Southold Town Planning Board grant a waiver of site plan requirements. Please contact this office if you have any questions regarding the above. Sincerely, 6 Bennett rlowski, Jr. Chairman cc: Zoning Board of Appeals Ed Forrester, Director of Code Enforcement i, .) �� � �� )Vc r DIANE HEROLD, ARCHITECT P.O. Box 884 Westhampton Beach, New York 11978 July 30, 1998 Mr. Ed Forrester Town of Southold Building Department Main Road Southold, New York 11971 RE: Mattituck Presbyterian Church Main Road, Mattituck Dear Mr. Forrester: At a meeting with church members last night, they informed me that your department required additional information regarding the elevator that Noble Elevator Company, Inc. is proposing for use at the church. This elevator was recommended by that company because it conforms to the handicapped requirements for churches . I have attached the specifications and informational brochure regarding the proposed elevator. If you further questions, please contact me so I can provide any additional information you may need . The tentative starting date for construction is August 10th so any help you may be able to provide in expediting the building permit would be greatly appreciated . Sincerely, Diane Herold enc. O JUL, a � BLDG. DEPT. h TQWN OF S UTHOLD . Md t .t4 — A Commercial Elevator that's really different! �b v The Horizon is specifically designed for (LULA) commercial use, limited use, limited applications, keeping in mind the exacting standards of the elevator industry, limited space, automatic features and price. `The Horizon has a modern look and "state-of-the-art" features designed by our dedicated team of engineering professionals. Our focus on product quality ensures that when you choose Concord, you are selecting the best commercial elevator on the market today. Horizon Advantages •Emergency battery lowering • Safe and dependable hydraulic drive system • Automatic power doors and gates • All'Ordably priced i Standard t t Hatures r y t iy%`}}n(�r�r✓�p ret �a Y N^ Power ................................................ ............. ....... 208 Volt 3 Phase,or 220 Volt Single Phase,30 amp Drive System............................ .............. 1:2 Cable Hydraulic i Rated Load Capacity ....I..... — ... ....•.. ...1,400 lb5. (635 kg) Rated Speed....... 30 feet per minute (.15m/s) Nominal Maximum Travel'..... ................................................................... .... 45 feet (13,7 m) Number of Stops ... . .. • .6 Maximum Control System.. ................... ............................... ... ....... .... ..... Non-Selective Collective PitDepth Required........................................... .... .. ... ..... ..12" (305 mm) Overhead Clearance Required from floor to Top Landing (minimum) ............. ....•.,....., .110" (2704 mm)* Warranty............................... ................ ..Cine Year l.itnited *M"(:3:327 nim)when reluge space retluired - z��zble I tjri optal sliding landing doors horizontal sliding Gar door x 2-hour UL/ULC Fre rated, automatic swing door, X r, Tnote control 1 101 *'Automatic accordion type gates • Clip-on fire rated plastic laminated panels with a choice of standard finishes* q, r Overspeed govenor ♦ Car top inspection station ♦ Custom cab sizes and configurations ♦ Brass package *Please ask about sany,le selections Concord's "Horizon" / / / / Desip I ! _ STANDARD LAYOUT FOP{ 2 SPEED HOR19ONTAL SLPOPNQ DOOR SHOWN "VARI4U5 MQOM.L9 AND SIZE@ AVAILABLE" i TVA A_ PTH 1101$TWAY PLANS T AY — —-- . 4 ATF M D E TH 'K K ATF C LFNLIH K 10 au' IQ a/t' C -AV,j I P am 073) Ft z I I II I — cp — Type I Type 2 sil Ail I Sgi6i (L6) ISIAY A PTH HDI T AY A 'OFPTH — L PLATF RM D LENGTH M K, —PLATFORM Q LENGTH 4 { — 10 314' R 314 i8 3 Isla! ttm g r - n x � m I .. S 7 IR[!! TVY1 ,1 ri PIT 12" (30611 MIN. a u "1"��"'� iJ t'C 7 y I "1:2 CABLE HYDRAULIC � R:3 y fee I I I BO" BR R/Ia" a9" i -------------- all" Ieoeal leaea) IeoaRl lRlaal 1¢e9a1 tl � APPROXIMATE REACTIONS R a .{ ■ C3 r'I Z 1700 0.11 900 1,9 8'83 42,7 tj _ NOMINEE OQOR RIRT1 N.S. RAI!REALTIONN ARE IMASO ON 1100 IM �NOYINAL POUR!4Nlulu) �I80o, laao Yd CAPACITY APO A WIS.4 n s(.a N cAN o/A run n -^Rrx ..�� CONCORD N,B, CONCORD$PROGRAM OP PRODUCT IMPROV8MLN7 L __AA IRNYR nRTx PRO-DOOR" SWING 18 CONTINUOUS.WE RBSERvB TRE RICHT TO MODI►Y 40' — CONCORD (1118) AUTO OR MANUAL EPBCIFICATIONS WITHOUT NOTICE. (Iola) "TMD SPEEDDOOR" CONIN11•:RCLYI.H'1771'VIVO S14:1-J)IIORIZON'I'AI,SI'll)IN(:DOOR('IYVE I ANI)1 ONLY)A NON11NAl.SIZ11. PLATFQItMB Ci F+ Q; ;N2, SIZES 48"x 54 70" 76" 60 51.1/4'' 64' #` 1 56` ,� 6 �" 1"IYIF y a a I U<lothAY MUST Rl 1 HMR ' (1220 x 1872) (1778) 0990), ,(1 5a) "(,1556) (16 6) 8 �� ANOYQ)AREANn IO A1zY] 54"x411" 6411 70" 75 557 4" 58" , b$1'Q" -56' S5" " r " Ir NuuWN..ALlHIMFNSNINA / IN1111:A I LII ANE FINISIMI) (137`1x1220) (1626) (1778) (1905) `{1408) "'(147 � �?) (914) (3807). °I( 52}. ( Q�: s nIMF.NwIN 54''x 54" 70" 76" 75" 61 1/4" 64 581/21" 56" `• "", ' " ,BC ': -�z (1872 x 1972) '(1778) (]778) (1905) 1556) (1626) 1 1486)" (014) (1987? (1'2.)' (7D •. �'Tz�� CUAIAII•:N(:Ir\I.N'I'I'i I'1'N'O SI'LI•.0 II0RI%0N9'AI.5I.IDING I)OUIt(71'I'I•:3 ANU 4 ONL1?4 NUATINAI.SI'LE ' SIZES A p G AH , I K ; 48"x 54" 82" A 1/4" 55 1/4" 86" 55" `72",: 6" 14 3/4" (1220 x1372) (2083) (1556) (1495) (914) (1997) (182k) (152) 54"x 48" 82" 55 1/4" 61'1/4' •'96" 55." '78 6" R4$/4�'.' (1372 x 1220) (20 9) (140t3) 54"x 5411 +. " (1972 x 1972) (2089) (155fi) (1556) (A14) (1997) 1981) (1 R) $79 :�` PARI'I GENERAL PARTSSUSMITTAI.S • .. �1 Ind PrrwurgauRewdtul��w"lupaanwtlynp,Iutd Elewsnn'Jlall Merl lar racrrd d)pdka6k sersdunR,4AN11': 3.1 SIIOPDRAWINCS Q( { vu)Cate wive mtwdate cyAmwar lfom pumptmk - A17 Pan XX1 on hiding h.vl cuold Gil,g-14nom melm The shop drawutgi shall slims a completr layout of rile 4.6.1 Cah Dmu Operation Z)Adlmul fir R w emin r)IW W art Nlagmlim wherednedodu•rwue. elovaregtutnruurkuihngdmkusxnu,rkanucesand 4)Powe'riPrimedtwo speedh,nrwMA]m5lbn xilsw Of dirertict,yc,: .. 1.1 SLOPE 'Ilwatlon of tuchiotly.Including.but nut Iinnuvl w,the ova Jeel puldn ppnwlding a rlrK upetting of 96i r (al F,ln trial u4emlid For DOWN prertiuu rewind, bs(uawh aR lalou,mmaiala and ryrydjmwnl nrnsury m full"op Wr(914 min x Wu nim)dull be pnwidrd 4.8 C11,1NDFR.AND PLUNGER "' ° required in fidh uunpleir Ihr inuzimo of the elevator as a)Umwulga showingp the dimensions iarltding plalm, b)Ihna on the lar and m the honassay m(nmrs 4.51 The ty9udcr"I be wnstn O s>tyed pdpr of a donator Jk IAawinpsp GI11 Sprtifwarimn TIIb ug1gfggaled deratiulu,and st'c6ons w sMw equipnnuo kKa1M.p ono;.' Jill le power operated by menu d a rdfd slaw 24 v suRkk a bkkuear and s1dMI1H J rglp.At nifil jure u inknd.d l uurr the cuntppllete uuudkuion their relationship w mmm�diuga DA.operuur with vanish ukl hell drive tranuuis• irf the gllpder droll bt Mdm l gRpder d be Caxlcmd lolsiaw C rrcial'I.UTA'F'lemor lid laved and reacbm drowhip sltllall bt widtd by dht shot,operable during p fWlure, head with on inNynal guidt�� ! g �gn 11 elevator nunlduturer And detailed M I�ORI. e)Door alstntiim d all k monoml r u tall landhsg ps t ng (, 1.2 MAI DFS IRDTION 9.2 su1Plo, with door openBing Initiated as the ear arriva at 412 IV Plan eg rY�A be ea of a lead drgG r[ . F'lrvato awemwy shell oamdRt da over oma,car,til Prm4tle eauyJe chap of cab interior cdw.Dsmhy. • rhe holdingand g taking plate after expirations, a Awtsl�r}r rnacbingl pude �r syum6 1:2 rabic hydraulic li mat devise,hocslwaY PART 4 PRODUCT DATA of an atbmtab4 time Interval phmget*4 be prodod nwwobiop Olrm,ear duos,churl synrm dgluk and alarm, 4.1 MUNUTA(.TURER/PRODUG'f -d)All cMwl edjuWgRo1F dtall beptkntwxrltgr wrided w Ind batta"In pryl'tptDta electrical wiling,and para aid acresfmin i ererury w .lift JIa9 he du OUN(X1Rp lYltdMkRWAL HVriaou rt u4wd. Itavusg file glsutlTu prtrr de regwred pet win tit,1puraunn,ca k and Witty Gommun dal twa Eltvauu Mumfaclured b!Cam d t)At door JuR=p .11 e ug ail with dxu[tion 49 fAR�E re uirernenLL Elewt u Inc 13904161.511!m de VSA lir 157915554, sensitivity that w obit reverse the door M)mroum d two 1/R(10 sqm) 19 (�Ald1Y A.%URA(l Elea Baud laved -$ or 90,7(fi55ggf rmwld it conk in tones with am olss ack ..4.10:SAFF•`lY DENCE 1"91 TAC Cklalut d dl Ileel M cured regula 4.1.2 RAI.d Spend 90 tpom(0.151 Tal 9 The ai kuw+shah lee ey speed with a mover A'Juk/brakeli cal wtkwke AhiO be dmm,dall gmrr�ilp{agenua axd 6e',rordrxnuntr 4,I.g fit Duptndudp::, 98"W s 51'DeptA dons clu4b w mntrul that 41 %idual Imdutg door wRkh will scup and molar *PAN(aid tlst4kdlrod, with ASME/ANSI AI7 t 119 Salrt�(:ode for (lY%W a 197!0 gm,1 electrical medumrcal dakrkwb. ifesOter oc tlu w ably be(ue p llMd gr. Elesmin and Ewolm m�Pan XXY.Furthermore, 9.IA Operation ......Non&lectke(`nllal + g)71'< 'dutsy pkcsyrc wat'r1 sllaR prtvrm the "Wftq devkt al1aD be rpemsMo 4r slip d fibs tlr Inakrtah and(Mstnution shall comply with the 4.1.5 P1wtr Supply .: o regwled b!'site rnnd'wimu tlemor bum tgmmg away from she binding uukrs aw in the upwarQ direytioa A aw>_Nh�hAssumed in current edition or the applicable crdn,nmdsds, the cu dmx k kat file lord tion. atoll a tion so shat Int f+ksY hwxe, aluYl 41,5'frarelUsrurxe... 45(Itedbyl calcods Prod °P an - and Au delirtes. a u dictated try local rgdt h)The car do"ug shag he p u_udtd al mxwu atlQ w qO she yireaur m slip ap ylkr w p!esrnt. 1,32 Requirements of the Regulatory Agencies 4.1.7 lsveh Stied, ., ,a4aaiauttn 5 4.6..2 l luirtway Ileitis ooppeetrtion tlfthe e�m tt(IFat!�l�+t .`„ k a) Fabricate and insudl Work til ovmplujke with all 4.1.5 Number od0peo)ngs M( n was fi it Two speed Aoriagttul4lidillgp+rile resat steel(nu ,4,11 (M YOU" . AppRaMt'urixlkmlual aulhuritdea 4.1;9 lad Su .I IO Ydl,l Phase. e6 g a roar upeni,,RA3Y(9N mm1:A 50' '11tt 1.3 guide yoke/d1gtN' gtReaa ygaD be wpNlitd - b) ,tk mhup etwitlgr and submssiu;w local authoai• °R NF17: 60 e,15 amps 1. 2 mm)ahall lk pr at tub IamEng. . wish a dwase,gupla'shots,rdlF�,tr tblgl aNd atlppFtbk tits as t C ofnmlamn is made available,Company 4.1.10OMt Opo ing :. 9fi x 611"(890 a 2090 mm) b)Frames shall be of hNted c instruction for a mK sable guards.The dkaw dtpR trG�pQt4lde4 ? . .pmimlortion and'uridirtnmal authority Ingkru,wu t4pgWeW Ixece cwt apemwy caaprlseO d heath and sir jamb w 5t file taws a -: And rm u tie w nude M a d�bWbias 4.1,11 ar1T t� hY4rgpl " �UkN 'YAW ppee w e)Thedonnaraanw 0_0 be .IliddW¢aWlpd� x �p111Rq�lg£ requlrtd,Musk will ipchuk a9 biye2twru ami roc 4.1.12 d�QmiG b Cale y dnrptxlkntr tiw art required m emlue finites are OplkVg 1ko gpetd Harlratrad ' rated And ltd afad ptw4lfd s gh approvrQ t19S ! t4uY� 1 #� g IpMi(Ira iimud, n Holloway Dna with No Spend nal mahan Nk4k c�rdve dull wi andalt 1}en � 6 LAS Subcontractor Q(�ur'aal1tfuatiau ,. R Ilmtxaiul Sl' Cab d)A,Wsdmg fWuf al dMg be atrWir alsundnwp 4srgtdw rtes A)digugs a)i)up). �el9tes 00 sell" a) Eaecwe mak to th,speriRwiou only by a camaaa ()p aon Y ., NrwWyl, 1attd Mdlh au n+lip waaun�alu atss a ors Ag HR dui bYdr+t$ iM(1 l l for/t mpany who For adapare pnduct,nd pp1lwk gating pour with AuwntAdc lid"(bil4 8ukb'+ 06 l�AMqmwraruedpeuessllfonetm9umdulIon. 4L13Teve5"1DesireTypr ()pnaldtnar 01-NOW 1�0P�fNO b) 5kRkdladenrenmmfhetmphyrisofdtecontnr• "` 47r1lOHItgNOtl¢pQ011 Numwlltrodnal opps dy4%a>ta g for to perfom the work on a nearly bads Empk yen !.! FUW1 AUTOMATIC OPERATION, 4.6,1 Auumrato GfEase milked at the R>pA pgtoaa4f INOg(a, d19 mast be trained In she manufwuurer and be nlpa• Opendo i shall be single button collective.Eub bind' a)Ills te JiJI be wit autmnadt hortwukd atm tar aummadnl,: shall ul with eli light bulum/des iUl u Y44 trythe clevatortori toy W I gI 3 R du rt[ jigyptwhh5dean N Tht pie stall 414 GUIDE RAMS AND UJ15 sac indicatorauolaudibleanivatchdme.Uponamaroury grew b,pressure orali arld*khan rm til w1wo an 0415W(l'T' tad 11filt pdtg04f retwtly 1.9A No iubmhnx No suhliwbns will be cmmderal unk.r wriurn one of de landing or tar huuun,doe call dull register in� uhwvcfiM k tncnnmwred. Fastened w fist bdklhlgg su�a�sm0. regncu fist appnnal has turn submitted by the bkhkr- dm runk,4 yuan atd rennin in memory until answered. 4.6.2 Auumaak Hills Sgirsg Donn 4.142Rrsellap shall securely IWW dse gtdde4lg a Plumb and received by the archima at least 10 4%before 4.9 CAB EN(:IASURE (insplew entl.nce assembly to tarty a fire label from tad one paski regardkq of car ha". ' de date of receipt of bids.Fath such relpwu shall 4.9.1 WADS DL/UI.0 terd�ng a has been tested and appmed 414 3GUider shall be bdad through the boluwy include a nmlplae drdnption of the pruprnevl sdwd• Steel cab wide I/2`(19 nen)clipon laminattd pawls fur miuimnm fare separation o[2 hours.The. ng earbuure with`bacWp'plain,waskeri mt4 rima { 4.92CEIUN6S enuouashag he w",,1,,.,1 airanbite shut, c Su oto ucblux4 alNuummiwd ala lick including drawings,test data,phmo.�gxraphs;and rt--- Rr. W 7'8. kF '3 an other afinnaaiM nrnkd fur coloulrmai,n, Nmrramwable Architertund Wive painted$ted wilal,tint dpt aw ami rsady,5u 1nsWUdM m 415 CAR SEI G r `y`t PART!PREPARATORY WORK BY(yfIIERS titlingg with four(4)uainlru swirl par Iry;hu the site.Eich ategrd luding eotroke dull lure the 4.15.ICir Wing Judi a taMwated Dem mrttl member wish sR 4.9.9 Fl.ObR Idkwing rgdpmenl incl d and mounted: ad"Me bnrmg to support do, rid cab. ' •( 2.1 'Ilse 64krmlg prclwrauxy wv rk to arconnudmOreuire Steel fl-tin with l wall sllrean ryevpswnat he�d�m Ila chum,w hr dun.b)dl n: R i) R a)Ihnr vision lunch a prewirnalely S`x%9/4"(75 x /.15$TIIebWTer Nri1l a mantes ons e s wwhorge of Ihr J 49A IIANDNAII. GIIII mil)odrku wired glow lar w the maJnmm per• ear mow sup Idle ekvauw before she plunger reaches 2.1.1 Puwrr uuil nurbnm nwm Ia nm1e1 applicator(iota Oil,(1)stainlro steel handrail xhal)be lloaltd Ins udu,d by die five label)with Jumloum 6"front, hi down Rtmt of revel ,1 and Standanh. eMuul wdl of br call. - b)Swing clear rlaisapumcd heasyduty sahlku bJl 415.9('ande Jlocn w be w4ul siipper lypt with 2.1.2 Pennamm�17.u1 osmate Ibr r—for w be pro- 4.9.5 FMF.NC,EN(1'4PF.IN'fl(IN sidled w e ladkabk Feud/I:uindgr N.Ihumuuv.l bearing Neel hinges. pdyuretbaur ilueris : switch with auxiliary antro Cswish 1nr roti istoy 'The car will be aluiplwd with a barely powered light 0 Interlock small be d with an dernic contact 4.16 WIN I Iilwrr,alar envy lowering and c mn oqunhsg deuce' dhich will iutenu a tilt r to do control InccIt All war'gasd electrical connections shall comply with Iu t-ty l werinA,Pravxlt l If,4t lighting supply and 3 P P'we Dormorrl R,o r m I hinvnnal drawings Ins itis and alarm will,1,ran be wnued on the Who c of nisul if(lac dmu 6 in the,ryPru pantos m no secure appli,abk Coes.Insulated widog shag hast 144, ' smmtm over vilk,ion oat Imauul of normal hoilding 1""supply.Nutty will be by cowed and locked in prevent Inuvanent d the eke retardant tad moyturcpra$Mter towering and shag he .-At par. rechargeable type with M moo-tic rrdurgmg valor when the bur b,pen. nut hs a cmduim ur cknrkal wlrtwa+g}''fs�TavtOng cables 2.1.9[fix on•e)ryuupriaw slreva tilt pith the elrnrical sysllenu. d Zhou w be 95 x W(590 x 230 nom)(nominal shall be Ilesible std sluuwy sluspen,kd to relieve urdo. ordint uurr blas hduwill�mnJnrwn M unit 111EL 4.9.6 i ON aR;�rOVEt�gg Panel o IING hall nxmmed on neem�Me rrst hjrm w use eking n r),awing gar• PARTS MCUEXAMINATION y pthe door locking medunkm shall a oW the con. air R. 5.1 EXAMINAT1ON Trenching nay h'r,q.,n,d if nuchuw,tuunl x g The type with rm vuibk beak. !fit site drmcmjom sbee be takes ned,*0 Out lukrances ocal 7}pr!NH a4 stainless Orel panel Groh. D Thr o ndng(landlag)control shall comma ratan od clnrorces have been maintained,and ukH I,Icd Y not Adjacent i s e R....y. 43.71 II:frAl,111)OR INDICATOR infrared lee/all coned mid a ch fid Door indicator. 2.1.4 I'nxi,lr Mo hue R,.xu highland dighttoollAr IoranvlA di'ul floc indicator kwated in the control ) regulations u1,mph Indo ap1-loahir l:wka and Sutularok. tins will Jk the Imali,w Ilmx numM of the R)Awmnaur power dmw rippreauu dull be conceded 5,Y PREPARATION ` 2.1.5 Prowls!)em th Apel dumb and a sure hoislwav with i { 1 ) ryle which u'itis puke whlth maim'60 fill arcuate Pre4nsptrt the dxwriotirm and ativite req(grcmtnu for P I f devan in the duh. and adjustable speed conuoi and are senmrua "R'prk by(Xhers'lhtre regdlrptenw se'U bt bad wind in i wMorhurmlioruu ire,Indud,ourCw,'tolir uniug 4.95(AllLIGHTINC press q of h utw y iutrrid.where appli,able hl U,ox rhaD be equipped with•sal smmum pwb Waw, dnuial�pp..diagruln,rugitmttaiug Blau ehresr",md slutial. 'fh<ru hghOng shall umsiu dfMr W)Idwr voltage pull handle and lienar kkkplaes hnuucdM$More Om work connuxtets, 2.1.6 Prm.k a henad and res,tined kgd buutway,iodud- sAA S suinlas steel pm Gghu.111,faihae od i e damp all I)Imck shag he dust delayed ekctriuDy controlled !j ing is-er moil rud,alrc—,jun-1 by the gm'enl• nut satins the renainln Ural It to extinguish. PART 5 WARRANTY ing rale in aulholry. 4.3.9 AUTOMLATI(:IdCHTSX 1 r hr rondd resistant security, Rr,p The chentor contractor shall prosride date(3)months frre 2.1.7 a)Suitable hoar,ex'Cr la olu g rniran,es are w be j)Done rout(Jaid be tMCeded',r`mill VMahhC Knit,from, of a owl by I*amwnfirs,lM court ON auto mica)hts In Ills ear fnllparopC111 dull item m Cd xinfl dlal4 ppnnidnl mol snuunabJ when de rinellx d,nr h o lied 1 :.elaaulr aid all,At wrnd pow dog army a oro(I)you b)Pnuidc no h olx'nings as lot cicwwr rmtrac. �' k lalling rill shall he aluminum rherker platy. hniwd morality,Thr warns d1a5 k 5w alit errent : 3 end day ON wbi the elaabo is in use,Tho Clewlor ty ty run'Any dramp. li hu will Jim OFF a Brier when the eletaux 6 at no cam d'defective paras but"and Include the biter 2.I.8 Protide ushsmwelhy lorl pit a.mu Jab m sup)wn H k' 47 4.7.1 The p(:POWER UNIT emu required w teplwt the detersive pan or puts; olds lndnatal un the elevator Hormion'Jm m t m 4.7.1 The pump and mnnor rgnuoJkr shall be inlegra9y drawings. P. 4A PIA71UNM11'OF:GUARD mounted oar the power unit frame and For, ami PART 7 INgNAllAT10N 2.1.9 Pruvule ado'g1u1r mlp.sn fa gluirk rod fGwninga A phado I rah tie guard shall h.p,wided of catch ear aurance trued Mule shipment. 7.1 Insall all couyxxlenu,d the ekvasor yMtm that are speri• 2..119 ho ole i etpimti r Ix hr Gal Ypide 111111,'ru ngs. pwllnlg roc extend below cu rmrant opening fur tad ty. 4.7.2 Control county as h+`Yid ams and located In Car fled it,Ihu argon w he pmYided and than are rapiked by R P I 4.5 I.F:\RI I,Sc,DEVICE r wind station Panel. - Jurisdictional Authorities to Result the W w nunplr with:411-11144r faoG• 4 5.1 The 0—n.shall he it"k l with a 2 we Iselin P 7.2 All inualati n work of bis wonst will be funned 11.11 Plroid,par water praohug lir sump 1wnlp,it o ntlootd, P I R 47.9 He Inline unit awwd Valve troll k a'mnh hype Par by u alluxxvl by("A'. douur whch will maintain the raid ddlin I%Y'(19 Thal nldwkr all hydraulic[mural s.Mng inherently. Irdnrd emphlyea and a supervised by file elririor 2.1.1`t Pawuk pit Whirr Ibl'(lib 9'tr 4914111111)111'IItrC mum) I the is ting I y p Wal trust., I IIx ull'e shall Illcoildwaw the fulkrnng frmufa; cMlrartm. in b oh 432 Irselulg derive swu h s all lar 1 alnl til a l.wllkdh (t)Up dircrtow acceleration speal uljmun in dor a PART 5 OWNER'S INMLX'70N If MANU4 - 7 t Iw in-twhi't u r III"i'm)w•rw ns(ir.lmal. st-oh wri. After installation,rumple ed,dic,auractur dull iwmct 2.1.19 Prouh•IinWl gunwing.,it uuwolly around dart rd hrhm,l ah sound wall and xc udde rrndm ` GGurr s lul 9nwxxh tau a At dark Willing shall he of inherent time(hnxr in the�proprr wit,aperst(un and nlaiueuGlle 'L.I.H Prsw.lr bnwh lwuung tit Uudiug rnuolrcs. 4141 1M.01, frit—(If IlIt Whe• rrquirenunu dJ IPG ekraur.lrmitwuons so also include 4.5.9 Haiuwxy ear pxiuun.igluls shall be opauAlly sensed (in)AldjuslAr prewar relief raise ,nwogency psurdures and Wm rola and preaulkwr, lin quo•I,qquratiol. Or)Mimnully aper i ing DOWN vile w lower elevator Thu rMuauur Jug also supply the twwt wish an O-n is 4G IIU151AA1'iu)ON/C."GAIy in at cn-gr oy. Msnual Mailing dw 1p eratmg,rdsq,and anmtcmncr Andoie,t in,It..,.from lblluwulg o1-solu: (r)Pressure gauge indicating in P.S.I.and Ram : protiums of list elteawr:. '�Rullsidiary of: Visit our web site at ` cou,Corporation litti)://www.coi)coj-(Ielcvttor.coni Q Authorized Dealer 12450 Montague St. _ r• ' ltk' ,Pacoima,'CA 81331 c '� 11'j A QUEBBG - BRITISH GOLUMISIA REGIONM,ONTARIO SALNS OFFICES r { 4ft (•d 1{rl4angR4rlrse,: `' Ritaa(?nada Inc. : Concord tAL Fdevalm (li.(:.) , (:uncoid Elevator(luudun)Ltd. Conc.oril Elevator(Ottawa)1.0. ,.fU7?st,kq}l1(,uehne 111yd. 4870 tQlUval 2805 Murray Street 444 Newbold Street 21 Antares IAive,Unit 114 Fie(Mggpalaa; APR-30-1998 12:44 NOBLE ELEVATOR CO. IMC. 516 981 4123 P.W HORIZON COMMERCIAL "LULA" ELEVATOR WITH "2 SPEED HORIZONTAL SLIDING AUTOMATIC DOORS" SUGGESTED SPECIFICATIONS PART I - GENERAL 1.1 SCOPE To furnish all labor, materials and equipment necessary or required to fully complete the installation of the elevator as shown on the Drawings and Specifications. This suggested specification is intended to cover the complete installation of the Concord Horizon Commercial "LULA" Elevator design. 1.2 SYSTEM DESCR.I f lON The lift assembly shall consist of a power unit, car, rail guide system, 1.2 cable hydraulic lining device, hoisiway doors, car doors, control system, silplals and alarms, electrical wiring, and parts and accessories necessary to provide required performance, operation, code and safety requirements. 1.3 QUALITY ASSURANCE 1.3.1 The lift shall meet or exceed applicable regulations of all governing agencies and be in conformance with ASM,/ANSI Al 7.1 a-1996 "Safety Code for Elevators and Escalators," Part XXV. Furthermore, materials and construction shall comply with the current edition of the following codes, standards, and guidelines. a) ANSI Al 17.1-1986 "Providing Accessibility and Usability for Physically Handicapped People." b) NFPA No. 70-93 National Flectric Code (NEC). c)Applicable Local Building Code. 1.3.2 Requirements of the Regulatory Agencies a)Fabricate and install Work in compliance with all applicable jurisdictional authorities. b) File strop drawings and submissions to local authorities as the information is made available. Company pre-inspection and jurisdictional authority inspections and permits are to be made on a timely basis as required. Work will include all inspections and re-inspections that are required to ensure licenses are issued. 1.3.3 Subcontractor Qualifications a) Execute work of this specification only by a contractor/company who has adequate product and public liability insurance in excess of one million dollars. b) Skilled tradesmen must be employees of the contractor to perform the work on a timely basis. Employees must be trained by the manufacturer and be supervised by the elevator contractor. Page I of 7 APF -30-1998 12:45 NOBLE ELEVATOR CO. INC. 516 981 4123 P.04 1.3.4 Substitutions No substitutions.will be considered unless written request for approval has been submitted by the bidder and received by the architect at least 10 days before the date of receipt of bids. Each such request sho include it complete description of the proposed substitute including drawings, test data, photographs, and any other information needed for consideration. a PART 2 - PREPARATOLY WORK BY OTHERS 2.1 The following preparatory work to accommodate/receive the elevator is to be done by others; 2.1.1 power unit machine room to meet applicable Codes and Standards. 2.1.2 Permanent power to,operate the elevator to be provided to a Lockabie Fused/Cartridge Type Disconnect switch with auxiliary contact/swhch for emergency battery lowering. Provide I 10-volt lighting supply quid Disconnect. Refer to architectural drawings for permanent power specifications and location of Disconnects. 2.1.3 Provide appropriate sleeves for both the electrical conduit and hydraulic line from the power unit enclosure to the hoistway(as shown on drawings). Trenching may be required if the machine rootn is not adjacent to hoistway. 2.1.4 Provide Machine Room light and light switch, located to comply with applicable Codes and Standards. 2.1.5 Provide an enclosed, plumb and square hoistway with smooth interior surfaces. Include tier fascias or furring of hoistway interior where applicable. 2.1.6 Provide a framed and enclosed legal hoistway, including power unit enclosure, as required by the governing code or authority. 2.1.7 a) Suitable lintels over landing entrances are to be provided and b)provide rough openings as per elevator contractors' shop drawings. 2.1.8 Provide substantially level pit floor slab to support loads indicated on the lift contractors' shop drawings. 2.1.9 Provide adequate support for guide rail fastenings. 2.1.10 Provide tight, receptacle and switch hi the pit, located to comply with applicable Code. 2.1.11 Provide pit water proofing or sump pump, if required, as allowed by Code. 2.1.12 Provide pit ladder for pits Y-0" (914 mm) or more in depth. 2.1.13 Provide finish grouting and masonry around doorframes. 2.l.14 Provide finish painting of landing entrances. PARI' 3 - SUBMITTALS 3.1 SHOP DRAWINGS The shop drawings shall show a complete layout of the elevator equipment detailing dimensions, clearances and location of machinery. Including, but not limited to,the following: 3.1.1 Drawings show the dimensions including plans, elevations, and sections to show equipment loeatic ns and their relationship to surroundings. 3.1.2 Load and reaction drawings shall be provided by the elevator manut'acturer and detailed on drawings. Page 2 of 7 APR-30-199e 12:46 NOBLE ELEVATOR CO. INC. 516 991 4123 P.05 3.2 SAMPLES Provide a sample curt of cab interior color finishes. k PART 4 - PRODUCT DATA 4.1 MANUFACTURE"RODUCT Lift shall be the CONCORD HorizAon Conumrcial"LULX'Elevator manufactured by Concord Elevator Inc. U.S. 'Poll free Number (800) 661-5112 and(905) 791-5555, Fax(405) 791- 2222 Rated Load: 1,400 lbs. Rated Speed: 30 fpm Car Dimensions: 54"W x 54" Depth Operation: Non-Selective Collective Power Supply: as required Travel Distance: 11'6' Levels Served: 2 Number of Openings 2 inline Lighting Supply 110 Volt, I Phase, 60 cycle, 15 amps Door Opening 36" x,6-8" Jack Type 1:2 cable hydraulic Hoistway Door/Cab Door 2 Speed Horizontal Sliding Iloistway Door with 2 Speed Horizontal Sliding Cab Door Car Controller Type Optical Sensor Leveling Device Type optical Sensor 4.2 SIGNAGE 4.2.1 The lift shall have all necessary signs, capacity plates, and data signs as per the Local and National Codes and Standards. 4.2.2 A capacity plate indicating the rated load in pounds and kilograms and operating instructions shall be furnished by the manufacturer and fastened in a conspicuous place at each landing and in the platform. The capacity plate and operating instructions will be engraved on non-glare, micro surface, white letters on a blue background, self-adhesive, flexible plastic material. The letters and figures stating the capacity shall not less than 1/4" in height.. 4.3 FULLY AUTOMATIC OPERATION The operation shall be single button collective. Each landing shall be equipped with a single light up button/digital floor indicator and audible arrival chime. Upon momentary pressure of the landing or car button, the call shall register in the control system and remain in memory until answered. Page 3 of 7 APR-30-1998 12:46 NOBLE ELEVATOR CO. INC. 516 981 4123 P.06 k 4.4 CAR ENCLOSURE f 4.4.1 WALLS i J/2" Steel cab with 3/4"clip-on laminated panels. 4.4.2 CEILINGS Non-removable Hi Gloss White Painted Steel Ceiling with four(4)pot lights. 4.4.3 FLOOR Steel flooring with plywood 5brxting. 4.4.4 HANDRAIL One(1) stainless steel handrail shall be located on control wall of the cab. 4.4.5 EMERGENCY OPERATION The car will be equipped with a battery powered emergency lowering and door opening device and alarm which is automatically actuated in the event of failure of the nornnal building power supply. Battery will be rechargeable type with an automatic recharging system. 4.4.6 EMERGENCY LIGIMNG a In the event of a main power supply failure, an integral, battery powered emergency light will provide cab lighting. 4.4.7 CAR OPERATING PANEL Car operating panel shall umsist of illuminatcd buttons for each landing, mounted on a removable stainless steel panel(Type 304 # 4 stainless steel finish). 4.4.8 DIGITAL FLOOR INDICATOR A digital floor indicator located in the control panel will display the location(Door number) of the lift in the shalt. 4.4.9 CAR LIGHTING The car fighting shall consist of four (4) low voltage stainless steel pot lights. Tice failure of one lamp shall not cause the rernai i g lamps to extinguish. 4.4.10 AUTOMATIC LIGHTS Overhead lights in the car compartment shall turn ON automatically when the lift door is opened and stay ON while the elevator is in use. The lift lights will shut OFF by a timer when the lift is not in use. 4. 4.5 PLATFORM TOE, GUARD A platform toe guard shall be provided at each car entrance opening to extend below car entrance opening for safety. 4.6 LEVELING DEVIC=E 4.6.1 The elevator shall be provided with a 2 way leveling;device which will maintain the car within ''/x" of the landing by optical sensor. 4.6.2 Leveling device switches shall be located in a position to be inaccessible to unauthorized persons. 4.6.3 Hoistway car position signals shall be optically sensed for quiet operation. 4.7 HOISTWAY DOOR/CAB GATE 4.7.1 Fully Automatic Operation. Page 4 of 7 t APR-30-1999 12 47 NOBLE ELEVATOR CO. INC. 516 981 4123 P.07 h Operation .hall be single button collective. Each landing shall be equipped with a single 1 illuminated button/digital floor indicator and audible arrival chime.Upon mmomentwy pressure of the landing or car button,the call shall register in the control system and remain in memory until answered. i 4.7.2 Cab Door Operation a) Power operated, two speed horizontal sliding prime coat steal panels providing a Clear, opening of 36" x 80" shall be provided. b) Doors on the car and at the hoistway entrances shall be power operated by acaas(J a solid state 24 volt D.C. operator with smooth,quiet belt drive transmission, operable during power failure, c) Door operation shall be automatic at each landing with door opening being initiated as the car arrives at the landing and closing taking place after expiration of an adjustable time interval. d)All control adjustments shall be potentiometer regulated. a)The door shall be equipped with obstruction sensitivity that wig stop toad rcvcrse the doors should it come in contact with an obstacle. fl 'rho car doors shall W equipped with a muster doer clutch to control the individual landing door electrical mechanical interlocks. g) The car door electric contact shall prevent the elevator from moving away from the landing unless the car door is in the closed position. h)The car doorsill shall be extruded aluminum. 4.7.3 Hoistway Doors a) Two speed horizontal sliding prime coat steel panels providing a clear opening of 36"x t 801, shall be provided at each landing, b) Frames shall be of bolted construction for a one piece unit assembly comprised of head and side jamb sections. c) The door assembly shall be 1 '!z 1.TL labeled and provided with approved electrical mechanical interlocks. d) The landing door sill shall be extruded alumm inuwith non-slip wearing surfaces and grooves for door guides. 4.8 HyD1tAULIC POWER UNIT a) The pump and motor controller shall be integrally mounted on the power unit frame and pre- wired and tested before shipment. b) Control circuitry to be"solid state' and located in czar control station panel. c) The power unit control valve shall be a"unit"type that includes all hydraulic control comps nests d) '.Phis valve shall incorporate the following features: (i)Up direction acceleration speed adjustment lar a smooth start. (ii) smooth stops at each landing shall be an inherent feature of the valve. (iii) Adjustable pressure relief valve. (iv)Manually operating DOWN valve to lower elevator in an emergency. (v) Pressure gauge indicating in P.S.I. and Bars. (vi) Pressure gauge isolating valve manually operated. (vii) Gate valve to isolate cylinder from pump unit. (viii)Adjustable flow control valve to set maximum DOWN direction speed. Page 5 of 7 APR-30-1998 12:48 HOBLE ELEQATOR CO IIIC. 515 981 4123 P.08. (ix) Electrical solenoid for DOWN direction control. 4.9 HYDRAULIC VALVE in addition to the standard operating features of the hydraulic control valve,there shall be a pressure sensitive check valve tbAt will activate caber►negative pressure is sensed in the YT hydraulic system. The check valve will gloss W stop the hydraulic jack born descending immediately on sensing negative pressure. 4,10 CYI.TNDER AND PLt1NGER 4.10.1 The cylinder shall be constructed of steel pipe of a sufficient thickness and suitable safety margin. The top of the cylinder shall be cgwpped with a cylinder head with an internal$u C ring,and self-adjust' packing. 4.10.2 The plunger shall be constructed of a steel sktatt of a proper diamOcr tmchined true and smooth. The plunger shall ba provided with a stop electrically welded to the bottom to prevent ! the plunger from leaving the.cyJ_mder, 4.11 CABLE Minimam of two 3/8". 4.12 SAFETY DEVICE A"slack/broken cable"safety device shall be supplied which will stop and sustain the lift#P4 its rated load, if either of the hoisting cables becomes slack or breaks. The safety device shall be , resettable by the operation of the lift in the upward direction. A switch shall be mounted in such a position to sense the operation of the safety device, and will open the safety circuit to the controller to prevent operation of the elevator in either direction- 4.13 GUIDE YOKE The 1:2 guide yoke/sheave arrangement shall be supplied with a sheave, guide shoes, roller bearings and adjustable cable guards. The sheave shall be finished with rounded grooves to fit the cables. 4.14 NORMAL TERMINAL STOPPING DEVICES Normal terminal stopping devices shall be optically sensed at the top and bottom of runway to stop the car automatically. 4.15 GUIDE RAILS AND BRACKETS 4.15.1 Steel 111"' guide rails and brackets shall be securely fastened to the building structure. ' 4.15.2 Brackets shall securely hold the guides in a plumb and,true position regardless of cat' loadiTMg- 4.15 n Guides shall be bolted through the hoi5tway enclosure with"back-up" plates, washers and nuts. Subject to architects' alterations and approvals. 4,16 CAR SLING 4.16.1 Car sling shall be fabricated tram steel members with adequate bracing to support the plat form and cab. 4.16.2 The buffer-striking member on the underside of the car must stop the liftbefore the plunger reaches its down limit of travel. Page 6 of 7 APR-3071998 12:48 NOBLE ELEVATOR CU. INC. 516 981 4123 P,09 4,16,3 Guide shoes to be solid slipper type with polyurethane inserts. 4.17 WIRING All wiring and eleGtri4al conn00tion$shall cgmply with applicable Qodes, insul3tted. shall have flame retardant and moisture proof outer covering and shall I0 ren in a confi tor. electrical wireways.'Traveling cables shall be fleeKable and suitably suspended to rQhcvc strain. v PART s -FXECVTIOlq 5.1 EXAMINATION All site uimensions shall be taken to ensure that tolerances and clearances hav4 been stained and meet local regulations. 5.2 PREPARATION ' Pre-inspect the construction and servicc requirements for"Work by Others." 'hese requirements will be included in drawings, diagrams, � data sheets and special instructions before the work connnences, ;PART 6 - WARRANTY The lift contractor shall provide one(1)year free service from date of approval by local authorities. 'The entire lift and all component parte shall carry a L1M1 FED WARRANTY for a period of One(1) Year. The warranty shall be for the replacement at no cost of defective parts but shall not include the labor costs required to replace the defective part or parts. PART 7 - OWNER'S INSTRUCTION & MANUAL Aber installation is completed, the contractor Shall instruct the Owner in the proper rye, operation and maintenance requuenjents of the elevator. Instructions to also inolu io emergency procedures and safety rules and precautions. The contractor shall iso supply the owner with an Owner's Manual detailing the operating, safety, oral maintetce procedures of the elevator, Page 7 of 7 TOTAL P.09 I DIANE HEROLD, ARCHITECT P.O.BOX 884 WESTHAMPTON BEACH.NEW YORK 11878 Al A DowAugust 5, 1999 ° - Mr. Michael Verity Town of Southold Building Department Town Hall Southold, New York 11971 RE: Mattituck Presbuterian Church Dear Mr. Verity: Enclosed is a descriptive narrative and prints detailing the changes we discussed regarding the construction at the Mattituck Presbyterian Church. If you have any questions, please contact me at 288-5049 so that we may schedule a meeting. As you are aware, we are eager to keep going on this proect so any help you may provide would be welcomed. Sincerely, Diane Herold enc. ti MATTITUCK PRESBYTERIAN CHURCH In accordance with the variance for the elevator, sheet 17 has been revised to show a smoke hatch as made by DUR-RED Products, 48" x 4811 , with a fusible link. In accordance with the variance for the expansion of the sanctuary- #9 A one-hour separation between the new cellar and the first floor of the building is provided. The specifications for the proposed product to be installed will be submitted to the building department. #10 An automatic sprinkler system in accordance with 9NYCRR 1060 and NFPA 13 will be installed in the entire cellar of the building. The sprinkler system is being designed and a print of the layout and details will be submitted to the building department. #11 A fire and smoke detection system as per 9NYCRR 1060 will be installed throughout the building. # 12 and 13 All areas of the cellar except the existing 200 square foot raised cellar are accessible to the disabled. Handicappped accessible baths and areas of refuge are provided in this area. Additional concerns by the Town of Southold Building Department Rest rooms - The rest rooms in the cellar, sheet 3, have been enlarged to conform to required clear floor space. Rest room 1 provid t clearances specified in the top diagram, ANSI A 117. 1 986 and rest roomZprovides clearances specified in the lower r g t diagram. The rest room on the first floor, sheet 2, has been widened to provide the 5-foot diameter clearance but does not provide enough clearance for side-mount to the water closet. Note that an existing handicapped accessible rest room is located in the educational wing of the church. Page two Stairways - ,l The interior and exterior stairways have not been made wider because Section 765. 1 ( i ) states "minimum width of exits shall be 44" . . . except thatha s may project on each side a distance not exceedin -1%2 inches" Therefore a four-foot wide stairway would con m these requirements . The stairway from the Narthex to the cellar, sheets 2 , 3 & 8 , has been revised in compliance with Table IV-765 . The vertical rise has been changed to the 8 feet maximum. I do not feel it is necessary to make this stairway non- combustible, as it does not fall under Section 765.4(b) ( 2) . This stairway is not a required exit - two exterior stairs from the cellar provide egress. This stair conforms to Section 771 . 1 Special Stairways and to Section 771 .4(h) ( 3or 5 ) . It is an interconnecting stair within areas of the same tenancy and not connecting more than two consecutive stories . It is to be protected by a draft curtain in combination with closely spaced sprinklers . It connects rooms enclosed with construction having a fire-resistive rating of at least one hour and the area of each room does not exceed 1 ,000 square feet. The exterior steps at the roofed porch, sheet 8, have been revised to conform to Table IV-765, footnote 2 . The 12 inch tread with a 1 ' nosing and the 6-1/4" riser equal 75. Heat-producing equipment room - 100,000Btu water heater and 600,000 Btu boiler are being supplied by Brooklyn Union Gas. In conformance with 771 .4(j ) the walls have been changed to two-hour with 2 layers of 5/811 sheetrock on each side of the framed walls, and the door has been changed to 1-1/2 hour rated. Door schedule - Door 8A to the mechanical equipment room has been changed to 1-1/2 hour fire rated. Door 11 to area of refuge has remained 1-hour in conformance to Section 1101 . 5 (c) (4) to have fire-resistance rating of the same as the shaft in which they are located and not less than 1 hour. Doors 8 and 9 to the storage areas have remained 1 hour. Section 771 .4 (g) ( 1 ) states 2-hour rating is required where flammable materials are stored . Page three Areas of refuge - will conform to Section 1101 . 5(c) (6&7) Communication and Signage. Roof trusses -, sheet 11 The roof trusses have been changed to framing on the site with engineered lumber. The studs have also been changed to engineered lumber. DuRqw. E D"- U S SMOKE HATCH (Single Door, Sell-Flashing) 44 SKUWAMNS- Furnis.h where indicated on plarts OkeV h, f f1 sling factory fabricated Our-fled Rrodurts Model No. .._. kA? ._ � Lid, curb and curb frame shall be of+ Mer *steel or aluminum (*Specity requirerttents#, fully welded for absolute weathertiightness;painted with two coats of scrysic paint.Lid hardware shall rarIsist of a safety cabs; "heavy-•duty.. 3/16" aluminum pivot hinges: and chrome vanadium torsion springs and sitting arms. 'C. NOW tra r Iy.UN. S1t11lfGMi .. ; FNAIIQ iY1. 4G t as w,p fAtMtFa"F#AW T/UTY^ . wILYFI NRiGt tf1TTS �� �` GkR11:l�GRfl4:# ��XL:Mb1d;X*M!MEtt r C+rettflb i�lltOT -CC1N`tR+9S t:t$:.£ -»Y'61g1617M. , T-2 f1EiC!Tl�►. 1 • 72.,. CVU Lilts ABPRC s �.✓ — -•U s.wise mum TYPE CQf METAL' OKMN# G---ALV A NgE'D TotA � ` 4etition No. 1999-0132 Page 2 3. To maintain the historic nature and integrity of the older section, the petitioner plans to cut the existing narthex containing the front facade and steeple, move this section 32 feet forward and fill in between with the proposed addition. The petitioner states that the most effective way to match the existing building would be to build the proposed addition in wood also. 4. The sanctuary is approximately 3,000 square feet at the present time. With the proposed addition, the area will be increased to approximately 4,000 square feet. 5. The Petition has agreed to create a two hour separation between the sanctuary and the remainder of the building to create an approximate 4,000 square foot fire area. 6. The building that is the subject of this petition is not located within fire limits. 7. Table VII-705 of the Uniform Code allows a maximum fire area of 6,000 square feet for a type 5 building with a C5 occupancy not located within fire limits. 8. The occupancy load for the expanded sanctuary will be under 300 persons. As per Table IX-765, two exits are required. As per Table VI-765, the maximum travel distance to the exits is 150 feet. The proposed floor plan for the expanded sanctuary submitted to this office shows that three exits will be provided with a travel distance of less than 50 feet to each exit. 9. The petitioner has agreed to create a one hour fire separation between the cellar and the first floor of the building. 10 The petitioner has agreed to install an automatic sprinkler system in accordance with 9 NYCRR 1060 and NFPA 13 in the entire cellar of the building. 11. The petitioner has agreed that a fire and smoke detection system as per 9 NYCRR 1060 be installed throughout the entire building. 12. The 200 square foot raised cellar area is only used for minimal storage and a transitional area for an exterior "Bilco"cellar entrance. This area would be very costly and physically impractical to be made accessible for the disabled. 13. The remainder of the cellar including other storage areas are accessible to the disabled. 14. The local building Code Official has been consulted in this matter. ANSI AI .1-Ha6 1 V 4.16 WATER CLOSETS 4.16 Water Closets 4.16.1 General.Accessible water closets shall comply with 4.16. For water closets in dwelling units,see 4.32.4.2. 4.16.2 Clear Floor Space.Clear floor space for j water closets not in stalls shall comply with Fig. 28. Clear floor space may be arranged to allow either a left-hand or right-hand approach. 36 min 18 915 18 min 455 455 he Me LAV 1 Eo I � I 1 CLEAR FLOOR ''?,;' '•{,� ' ' ' SPACE 48 min (o7 %MM 1220 36 min 18 915 18 min 18 455 455 42 min 455 1055 ti LA11f' I• CLEAR FLOOR I j CLEAR FLOOR SPACE 1 I SPACE 4 48 min 60 min 1220 1525 Fit.23 UO-VK Z Clear Floor Space at Water Closets 45 SUBTITLE S HOUSING AND COMMUNITY RENEWAL §765.1 PART 765 EXITS (Statutory authority:Executive Law,§§375,377) Sec. 765.1 General requirements 765.2 Passageways,ramps,tunnels and horizontal exits 765.3 Seating,aisles,railings and exits in buildings of group C5 occupancy 765.4 Stairways 765.5 Doors and doorways 765.6 Exit enclosures 765.7 Distance of travel to,and location of,exits 765.8 Determination of required width,number and type of exits Historical Note Part (§§ 765.1-765.6) repealed by L. 1981, ch. 707, § 12, eff. Dec. 31, 1983; new (§§ 765.1-765.8)filed Dec. 13, 1983 eff.Jan. 1, 1984. §765.1 General requirements. (a) Every building and structure shall be provided with exits, which shall be arranged, constructed and proportioned in number and width to the number of occupants,the construction and height of the building, and its fire protection equipment, so that all occupants may escape safely from the building in case of emergency. (b) Safe continuous exit shall be provided from the interior of the building or structure to a street or other legal open spaces at grade level connected to a street. Railings, curbs or other effective barriers shall be provided to insure that automobile parking or other obstruction does not encroach on the space required for exit travel. (c) A required exit from habitable, occupied or assembly space in a building shall not lead through a kitchen serving a public dining room,a garage,or a moderate or high hazard occupancy. (d) Exits shall be enclosed as set forth in table III-704 except as set forth in section 765.6 of this Part and section 771.4(h)of this code. (e) The required width of exits shall not be diminished throughout the path of travel to the exterior of the building.Exits shall be plainly marked with directions to a designated termination at a place of safety, as provided in Part 1033 of this code, and shall be lighted by natural or artificial light of intensity sufficient for safe travel in conformity with section 1031.1(a)and(b)of this code. (f) Exit from any room may lead through other rooms of the same tenancy,except exit shall not lead through bathrooms or kitchens. Each tenant's space shall be provided with means of egress to required exits. (g) Fire escapes shall not be permitted as exits,but exterior stairways are permitted as exits in conformity with section 765.8 of this Part. (h) Slide escapes shall not be permitted as exits. (i) The minimum width of exits shall be 44 inches, except for doors as set forth in table V-765;for stairways as set forth in section 765.4(a)(4)and(a)(5)of this Part,and except that such width may be 36 inches for required stairways in buildings not more than two stories in height; t� and for stairways to mezzanines,if any,where the floor area of the upper level is not more than 2,500 square feet. The width of an exit shall be measured at the narrowest poi ine of �'V( travel,except that handrails may project on each side a distance not exceedin 3'h inche , and door jambs may project into the required width of doorways not more than two r each 22-inch unit of width.In determining the width of exits,the capacity of exit stairways and ramps is not required to be cumulative from story to story,except where two or more stairways or ramps join and continue as a single unit. Where exits from assembly space join with exits from other Jan-Oct 1995 12,189 Executive A ` SUBTITLES HOUSING AND COMMUNITY RENEWAL §764.9 PART 764 SPECIAL STAIRWAYS (Statutory authority:Executive Law,§§375,377) Sec. 764.1 General requirements Historical Note Part(§§764.1-764.9)repealed by L. 1981,ch.707,§ 12,eff.Dec.31, 1983;new(§764.1) filed Dec. 13, 1983 eff.Jan. I, 1984. §764.1 General requirements. (a) Ornamental and interconnecting stairs within areas of the same tenancy shall be permitted to be unenclosed when connecting not more than two consecutive stories when in compliance with section 771.4(h)(3)or(5)of this code. (b) Stairways shall be of the fixed type and shall be arranged and constructed for safe ascent and descent.Stairs shall be of sufficient width to serve the occupants. (c) Ornamental stairs with winders shall have minimum tread length of five feet. If winders are used,tread width exclusive of nosing shall not be less than seven inches at any point. (d) Treads,risers,handrails and railings shall comply with the requirements of section 765.4 of this code,except that open risers are permitted when stairs are unenclosed. SUBTITLES HOUSING AND COMMUNITY RENEWAL §771.4 (h) Enclosure of exits, stairways, hoistways and shafts. (1) Exits shall be enclosed with fire-resistant construction as set forth in section 765.6 of this code,except as otherwise set forth in this section. (2) Elevator and dumbwaiter hoistways,escalator enclosures and shafts shall have mini- mum fire-resistance ratings as set forth in table 111-704, except when located as set forth in paragraphs(3)-(5)of this subdivision,and shall be enclosed with construction as follows: (i) Elevators and dumbwaiter hoistways and shafts including stairways extending three or more stories in height,shall be constructed of noncombustible materials. (ii) Enclosures for chutes extending three or more stories in height shall be constructed of masonry or other noncombustible materials having equivalent structural stability under fire conditions. (iii) Openings shall not be permitted in enclosures for chutes,except for service open- ings which shall be protected with self-closing opening protectives. (3) Escalators and stairways, other than required enclosed exits, for travel between not more than two successive stories of one tenancy or occupancy, may be permitted without enclosure provided such openings are protected with automatic opening protectives.In lieu of automatic opening protectives, draft stops in combination with closely spaced sprinklers in conformity with section 4-4.1.7.3.4 of reference standard RS 57-1 (see section 1250.3 of this code)are permitted to protect the floor opening where adjoining spaces are sprinklered. (4) In fully sprinklered buildings of type I or 2 construction having one tenancy of group C2 occupancy,escalators and stairways,other than required exits,which extend through more than two stories,may be permitted without enclosure provided the floor openings are protected with automatic opening protectives. In lieu of automatic opening protectives, draft stops in combination with closely spaced sprinklers in conformity with section 4-4.1.7.3.4 of reference standard RS 57-1 (see section 1250.3 of this code),are permitted to protect the floor openings. (5) Enclosures for intercommunicating stairs or escalators shall not be required where such stairs or escalators pass through only one floor to a room in each of the stories which they connect. Such rooms shall be enclosed with construction having a fire-resistance rating of at least one hour,and the area of each room shall not exceed 1,000 square feet. BARRASSO & SUNS, INC. R 160 FLORAL PARK STREET a ISLIP TERRACE, NY 117521399 (516) 581-0360 0 .FAX: 1516) 581-0902 November 22, 1999 Diane Herold 110 Box 884 West Bampton Beach, NY 11978 Proj: Mattituck Presbyterian Church Mattituck, NY Madame: In reference to the above project; a typical 12x 18 hollow concrete masonry unit manufactured to UL 618 specifications,will yield a three hour fire rating. Barrasso & Sons, Inc. is approved by Underwriters Labs to manufacture to UL 618 specifications for 8", 10" and 12"concrete masonry units, yielding fire ratings from two to four hours. A UL certificate is issued on a per job basis; please call me if I can be of any further help. Thank you. Sincerely yours, ph Lan ecretary/Treasurer Bluestone • Brick • Cement • Clay Flue Tile • Concrete. Pavers ConCrete & Mortar Mixers • Foam Board • Glass Block • Lime • Marble Dust Mi-T-M Pressure Washers + Wall Reinforcing • And Much More DIANE HEROLD, ARCHITECT P.O. Box 884 Westhampton Beach, New York 11978 September 23, 1999 Mr. Michael Verity, Building Inspector Town of Southold Town Hall 53095 Main Road Southold, New York 11971 RE: building permit for the Mattituck Presbyterian Church Dear Mr. Verity: Construction is proceeding on the church renovation, and we are eager to have a building permit to cover the work that we are just starting. A phone call from you indicated that you still have several concerns . We do not want to have to change anything once it is constructed. Therefore, could you hand write a list of these items or phone me at 288-5049 and give me a time when it is best to phone you. I appreciate your attention to this request. Sincerely, y. -cR� G Diane Herold Reverend George E. Gaffga Ruthanne B.Woodhull Caren Heacock /'crs(or Clerk ofSession Shepherd Coordinator Youth Director December 9, 1997 To Whom It May Concern: Please be advised that Diane Herold, architect, is fully authorized to represent the Mattituck Presbyterian Church in connection with the addition and extension of the church sanctuary. Thank you. Sincerely, )Julb George E. Gaffga Pastor xc: Lars Torkelsen 12605 Main Road♦ P.O. Box 1411 ♦ Mattituck, New York 11952♦ (516)298-4145♦ Fax: 516-298-5356 "111 RI Tlcl 'i 1()tvN c)( SO(('tIl(7(.I) -OWN CI.A-11KI'S UFt-tCT, NOTICE Ur 1)(SAITII0VAI, . . . . i � . . . . . . . . . . . . . . . PLEASE, AKE NOTICE that yrwr iplitic.itinn d- letl . .. ..�. . . . . . . . .. 19 /4 , iid� . �- - zo div ' ' fOr (�crntit to . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .�' . . + i_ocn(ion or Property i�. . . .��NCIC . . . . . . . . . .6 G.w . . . . . . . . . . . . . l�nuy, Nn_ $lrnr!t f�ar„Int Cotmty Tax (Walt Tlo. IUOO Section . . �.7./. . . . . 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[ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: 4f7L,W--ll A-^"IO,J f7 DATE INSPECTOR 765-1802 BUILDING DEPT. INSPECTION [ J FOATION 1ST [ ] ROUGH PLBG. OUNDATION 2ND [ ] INSULATION ( ] FRAMING [ ] FINAL [ ] FIREPLACE CHIMNEY R ARKS• DATE IN8PECT0 �,Sl 7v M-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 1TION [ ] FRAMING [ FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE l INSPECTOR ✓i^�l 70-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ OUGN PLBG.�� Gw� [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: � G e T c DATE 101,P199 INSPECTOR 1111A ,. „cc� 765-1802 BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] F NDATION 2ND [ ] INSULATION [ FRAMING [ ) FINAL [ ] FIREPLACE & CHIMNEY REMARKS: DATE INSPECTOR ass-isos BUILDING DEPT. INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ) FOUNDATION 2ND [ NSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE & CHIMNEY REMARKS: �kc f DATE INSPECTOR suanINc DE". INSPECTION [ ] FOUNDATION 1ST [�9llGN PLBG. [ ] FOUNDATION 2ND [!i]INSULATION [ ] FRAMING [ ] FINAL [ ] FIREPLACE HIMNEY REMARKS DATE IN8PECTOR c�2 517c27t T65-1802 BUILDING DEPT. INSPECTIO [ j FOUNDATION IST � [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING [ ] FINAL � [ ] FIREPLACE CHIMNEY REMARKS: z i�Afi DATE ` INSPECTOR i 1 1 ��_ i i IU it i +Ma, ?'moi i • � _ / �l ROME MAT i*' Oil -Iw FA Fill �. / F // / BOARD OF HEALTH . . . . . . . . FORM NO. 1 3 SET: OF PL.INS . . _ . . . . . TOWN OFSOUTHOLD SURVEY . . . . . . . . . . . . . . . . . BUILDING DEPARTMENT c,il:cl� • • • • � • • • • • • • • • • • • • • TOWN HALL 5EI'TIC Fonar _ - - . - SOUTHOLD, N.Y. 11971 C .. TEL.: 765-1808 NOTIF't �� JFCALLt.►a>?4 f� 28E3 -5ok� Exan . . . .� 19 .Q HA I L TO : - �E .ax 8�! . Apprke roWFs . . . .119 l.�ol� Frs N� . . 7 rnP7au /�C� /�� /J�v YotUc l IQ 7' 3 Disapproved a/c . /. . . . . . . . . . . . . . . . . . R Q ;ii ing Inspector) u LICATION FOR BUILDING PERMIT JUN 1 a DateJAN.�(?2�l. 197$ �r B�pG.DEP? INSTRUCTIONS a. This application must be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 3 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and giving a detailed description of layout of property must be drawn on the diagram which is part of this appli- cation. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issued a Building Permit to the applicant. Such permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose whatever until a Certificate of Occupancy shall have been granted by the Building Inspector. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New- York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions or alterations, or for removal or demolition, as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in builduig for necessary inspions. . . . . . . .=I-J-7�' . . . . . . . . . . . . . . . . . . . . . — (Signature of a p scant, or name, if a corporation) PO 6_. 8 91 W S.rq IA"i:.V ✓r. 1,2kA0 .10�2.Y.o. (A ig 7�, (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or 'wilder. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Name of owner of premises . .1�? 77/�U.UC �P(t�.S f3Y 7�f'�r ►��j CK�?f?4N. . . . . . . . . . . . . . . . . . . . . . . . . . . . . (as on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (Name and title of corporate officer) Builder's License No. . . . . . . . . . . . . . . . . . . . . . . . . . Plumber's License No. . . . . . . . . . . . . . . . . . . . . . . . . Electrician's License No. . . . . . . . . . . . . . . . . . . . . . . Other Trade's License No. . . . . . . . . . . . . . . . . . . . . . I. Location of land on which proposed work will be done. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I zl�.Q5. . . . . . . .01!?Lam. . . .��. . . . . . . . . . . . . . . dvl�?7.717u uc. . . . . . . . . . . . . . . . . . . . . . . . . . . House Number Street Hamlet County Tax Map No. 1000 Section . . . .J.V. . . . . . . . . . . Block . . . . . . . . . . . . . . . . Lot . : �. .Z.�o. . . . . . Subdivision . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . filed Ala p No. Lot (Name) State existing use and Occupancy of premises and intended use and occupancy of proposed construction: C-.E:LcN�.C,EI . . .. . . . .A sSEj?1 (3.4y. . . . a. Existing use and occupancy . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . b. Intended use and occupancy . . . . CR0__ 0 ... . . . .AS,56-0151,Y. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3. Nature of work (check which applicable): New Building Repair • • Addition . . . . . . . Alteration . . . . . . Removal . . . . . . . . . . . . . . Demolition . . . . . . . . . . . . . . Other Work . . . . . . . . . . . . . . . 4. Estimated Cost . . . . . . . . . . . . . . . (Description) . . . . . . . . . . . . . . . . . . . . . . Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5. If dwelling, number of dwelling units . . . . . . , • (to be paid on filing this application) Number of dwelling units oil each floor. . . . . . . . . . . . . . . . If garage, number of cars . . . . . . . . . . . . . . . . . . . . . . . . . 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use . 7. Dimensions of existing structures, if any: Front �. . . . . . . .E f; , Eb 5u2u. • . Rear Depth . . . . . . . . . . . . . Height . . . . . . , . . . . . . . . . . . . . . . . . . Number of Stories . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Dimensions of same structure with alterations or additions: Front . . . . . . . . . . . . . . . . . Rear . . . . . . . . . ront • Depth . . . . . . . . . . . . . . . . . . . . . . Height . . . . . . . . . ... . . . . . . . . . . . Number of Stories Rear . . . . . . . . . . . . . . . . . . 8. Dimensions of entire new construction: Front . . . . . Height Rear . Depth . . . . . . . . . . . . . . . . Number of Stories . t' �•-� 9. Size of lot: Front R « i:l ). r „"^.,+.: . . . . . . . . . . . . . . . . . . Rear . . . . . . . Sr ;IDe" 10. Date of Purchase �'Irr' ' ' ' ' ' ' ' 1"""--•�.•-.>?tfi,'I .- � "h• • • • • • • • . . . . . Name of Forme U-t 11. Zone or use district in which premises are situated . . . . . . . 1 ��i per • , . 12. Does proposed construction violate any zoning law, ordinance or regul ion / 13. Will lot be regraded :.�/Q . . . . . • ' ' ' ' '.'li�!. ' ' . • • • • Will xc f'I be r rt d _. 14. Name of Owner of premises nIA171 TVZl4.�'fL�sr3 rErt ressr"Zg 4Lom pprre�e-�mis s. Yes Name of Architect g Vit' u <ut Addressi3G4; Name of Contractor . . . . . . . . � O' " ' ' ' • • • • • • • • • • • • • • • . Address . P�ccN �'Y Il it7c5 Phone No;:285 -SOf( 15. Is this property within 300 feet of a tidal wetland? * " " " No. ,,,( *If yes, Southold Town Trustees Permit may be required. . . . . . . PLOT DIAGRAM Locate clearly and distinctly all buildings, whether existing or proposed, and.indicate all set-back dimensions from property lines. Give street acid block number or description according to deed, and show street names and indicate whether interior or corner lot. TATE OF NEW YORK, _OUNTY OF . . .S.J.F/.QLiC . S.S • • 1 �' �� ��t"\_:) • • • • • • • • • • • • • • • • . . . . being duly sworn, deposes ant, says that lie is the ap, licant (Name of individual signing contract) Bove named. ie is the . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6 E1J-(. . . (Contractor, agent, corporate officer, etc.) f said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this plication; that all statements contained in this application are true to the best of his knowledge and belief;and that the ork will be performed in the manner set forth in the application filed therewith. .worn to before nic this p . . . . . . � . . . . . .da,y of. . . 19 !� otary Public, . . . . . ! . . . . . . . . . . . .7-t . . . . County JOYCE M.WILKINS Notary Public,State of Now York . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . No.4952246,Suffolk Counxy Term Expires June 12,195¢°/ (Signature of applicant) L/ � 573.31J ,.eo 3.12'� 'I T 7 I , X � g LHnIN LINK FENLE - II Z CONCRETE ,449 X O WALKS "E X 075!30131,5 0j 36 n 6• J4.61 _ 50.00 m o � 90.71 ra.fi' h h bo 1'',,69 124, J].7 n CHURCH , O Z ,.90 351' a 170'q c5 u1 ut u') W Z 20 1 6.0' N K0 2. A—I AR^y S��• + N7530'31E OV Lu - w 9.7 E 00' ��9 3 . m ,a0 OOI 1 $ 163,916 S.F. j11 N �1 �N `� J. Ac. 79.7' l Q 38.5' J95'9.2 r� 5(OG VI Z 3LR 38.2 03l"W 5700E DRIVE 5753 71 3 54•p0 0 1 I 1 I400 p MASONRYn 1 BUILDING I O 1 20.a• I m Ihl\(1, X 3 3 I c + 04 1 i ONO of 1 o X CEMETERY AREA z � 72.79' L 51,30"W 3 / S71• b ey I z ba R OO G/4VN UNKINK FENS K ALONG LINE n0 IAd Z a 346.54' ZZ: 587'01'50"W I LAND NOW OR FORMERLY MATTITUCK PRESBYTER/AN CHURCH SURVEY OF MATTITUCK PRESBYTERIAN CHURCH SITUATE AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SCALE 1" = 40' DECEMBER 10, 1997 S.C.T.M. DIST. 1000 SEC, 141 BLK. 4 LOT 32. 1 JOB NO. F997 M C J REVISIONS: OFNft i n P:0 Box 309 1-j� on#auk Highway „ Sayville, N.Y. H 1pton MY. 11946 (516) 589-1637 (51 728-5330 m Moro E. ChoroiA LS _ 'mo.w�"�1�'° _ IN'th tho m drdo oY LAND Paul T. C&M*D,- LS, - ftAW A Kart, L.S SURVEYED AS FOUND IN POSSESSION, Neense, no. 050149 Good pound $0W)C>fc PC.. . 573-31' T 3A /1375 '' ¢h S �G / w FENCE X 0 NAiN L EXISTING END OF � CHURCH n 3' a WITH STEEPLE TO E PPLO A7E0 camcaErE'° 3A 39 ✓ N75,30,3 64 m ^ I, ]16I PROPOSED O, ADDITION , 50.0 - O g0.71 `col cE ry BP ' 3 o IU 'i hl O 186' o FRAME ' Il bD O t s 12 41 3]] CHURCH l m dfi 0' °E ra 'e� 5s�a m 11 Asw v Cr O 10 Cf 9 N75130'31"Et a �^ hoz 00' 31 i °3 \tim I N m IIo1 1 D163-916 SF. 1 L 'O� N 3.763 Ac. 1'1 I As r' JO 1 0 ih 38 5' 95' V1 z Y / 392 n SI W 8rv� C) I 575.30— " 31W < STONE DRI ; z 54.00' / 0 1 I 1 � l O - 1 6UiLDINO I � � .s 7 ;< m I 3 � 1 I o CEMETERY AREA CO z 1 130^W 723 7 57 5 , CHAIN LMR FENCE C£NE16 ALINJG LINEAll 11h 0 LL I46 z 55 348.54' i� S87'01'50"W 5 a II LAND NOW OR FORMERLY MAITITUCK PRESBI'IERIAN CHURCH SURVEY OF MAMTUCK PRESBYTER/AN CHURCH SITUATE AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SCALE 1" = 40' DECEMBER 10, 1997 S.C.T.M. DIST. 1000 SEC. 141 BLK. 4 LOT 32. 1 JOB N0. F997 H 0 rM lr�1Lma REVISIONS: aeP� s a s J11JI98 ADO PROPOSED P.O. BaX 309 OnfOU(f hhgfiWOy Sayville, N.Y. 2 H - pton N.Y. 11946 (516) 589- 637 (51 ) 728-5330 Aloro E. Charnet, LS. Laa�os Wlth the records of. • Poul T, Conallm, L.S. Robert A Kart, L.S. SURVEYED AS FOUND /N POSSESSION, l nse no. 050149 Good Ground Surwyore, P.C. r r� 57331 T 490 " ll(✓/ 7J3 i' J 7 15 u 1 4 a O 'I A MAS/ Ry WALKS f wm OVER n L > A-5(AlE STEPS FENCE I 115 a w115' m 4 3 CHAIN ON - JM1 19 .✓" I R EA !" N X AREA- 'AE WAY q N75'30 ,4 3 s5o1 1111`//1 �JA 61 50 00� 7, `186 NJ s/ o J J & FRAME P" A ' ro I�r,v ,z"' '� CHURCH M �2 Z 10 1 � oiAJ N 1 a 1fiLOL o, mtw I 1 62 n a L 25' W 5 0'31 E, i ,_wz m AOJ' N7 4.00 �^ Indo m t sED� I ¢J J I v' If ____ 01 - 1 0 163,916 S.F 1 N uil C� In 3.763 Ac 1 ¢) u) le 5 e ny roN Cl Cr '9COC ASPHAI l PRIVC o Jn^i S75'3()'3 — -----� z I 54.00 3 , 0 1 II „ w 1 } 0 o MASLINRY I I IC�LNC al 1 CEMETERY AREA o � ,2.79 ,,a 0 z � b CHAIN LINK FENCE GENERALLY ALONG LINE 1y 348.54' z z� 587'0150"W Zy I NowoR FORMERLY MA TTITU CK PRESBYTERIAN CHURCH SURVEY OF mo1AND MATTITUCK PRESBYTERIAN CHURCH m SITUATE AT MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK SCALE 1" = 40' DECEMBER � 10, 1997 i, S.C.LM. DIST. 7000 SEC, 141 BLK. 4 LOT 32. 1 , r JOB NO. F997 �p�c p U V (D L _ REVISIONS: „'- 3/13,195 ADD PROPOSED ' 1'�A 132 Way - k. . 5,102/2000 FINAL ON ADanON �;;' " ✓ Ha ° 8 8-5330 �6 � i° M -Mara E. Chdreat, L.S. With the records of,, Paul T. Cono#zo, L.S. 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Ip I I ClEAIu - - lo REGI PF M f11Qr,i_E�I�.� r StE RCN' te u ' , November 18, 1999 Mattituck Presbyterian Church Mattituck, New York The attached prints show the following revisions : Sheet 3 schematic of plumbing waste lines relocation of area of refuge revised rest room layout as-built sanitary system and water service Sheet 8 steel stair between narthex and lower level Sheet 9A water curtain between wood frame and masonry sections of the building water curtain at openings to kitchen Sheet 13 plumbing riser diagram as-built sanitary system revised HVAC notes Sheet 17 water curtain at opening between wood frame and masonry sections of the building ...................... ...._.,.-..... .�— t 1'6• !" L I r r t � ' €iCl S7lAfz P. riwk5f. Ifs A'ta f :;f1.F'±M.k. .R.UNE_':10-YE.t .E18stULC�S.S F,.[.7c�P. ._ +tiS7Fat�. v �. hi,'(L .�'.5-. 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