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�gUFFO�- ��0�0 Town of Southold 6/1/2019 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 , CERTIFICATE OF OCCUPANCY No: 40426 Date: 6/3/2019 THIS CERTIFIES that the building COMMERCIAL Location of Property: 43960 CR 48, Southold SCTM#: 473889 Sec/Block/Lot: 63.4-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/16/2017 pursuant to which Building Permit No. 42502 dated 3/29/2018 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: house of worship building as applied for per ZBA# SE 6936, dated 9/21/2017. The certificate is issued to N F Ltd Methodist Church of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-16-0013 4/17/2019 ELECTRICAL CERTIFICATE NO. 42502 4/25/2019 PLUMBERS CERTIFICATION DATED 4/15/2019 Keyk Key' Rem e Plumbing 0 d ignature SUFFot,r. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE py.• o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42502 Date: 3/29/2018 Permission is hereby granted to: N F Ltd Methodist Ch 29685 Main Rd Cutchogue, NY 11935 To: construct house of worship building as applied for per ZBA, Planning & SCHD approvals. At premises located at: 43960 CR 48, Southold SCTM # 473889 Sec/Block/Lot# 63.-1-15 Pursuant to application dated 11/16/2017 and approved by the Building Inspector. To expire on 9/28/2019. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $4,054.00 CO -COMMERCIAL $50.00 Total: $4,104.00 1` di , pector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. 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 buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "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 consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential $15.00, Commercial$15.00 Date. f Z L New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: 3y C &, 460 S'o V-nro L4 House No. Street Hamlet Owner or Owners of Property: ie—v A i c v-1 +2- f wl�=� �c C� Ef�✓Z C Suffolk County Tax Map No 1000, Section �' 3 Block Lot S Subdivision Filed Map. Lot: Permit No. ate of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ A scant ignature VjV so Town Hall Annex ® Telephone(631)765-1802 54375 Main Road 4A.- Fax(631)765-9502 P.O.Box 1179 ® �� roger.riche rt(aD-town.southold.ny.us Southold,NY 11971-0959 ®l�•c®U19� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: North Fork United Methodist Church Address: 43960 CR 48 city:Southold st: New York zip: 11971 Building Permit#. 42502 Section- 63 Block: 1 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G &S Electric License No: 578-ME SITE DETAILS Office Use Only Residential Indoor X Basement X Service Only Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat GAS Duplec Recpt 96 Ceding Fixtures 16 HID Fixtures Service 3 ph 400A Hot Water GAS GFCI Recpt 9 Wall Fixtures 12 Smoke Detectors Main Panel 1 A/C Condenser 3 Single Recpt Recessed Fixtures 96 CO Detectors Sub Panel 3 A/C Blower 3 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt 30A Emergency Fixture6 Time Clocks Disconnect 400A Switches 76 Twist Lock Exit Fixtures 6 TVSS Other Equipment: 10- Paddle Fans, Gas Range, Range Hood, Deep Fryer, 3- Bath Fans, 3- Sub Panels: 1- 200A, 1- 150A, 1- 90A. Notes: Inspector Signature: Date: April 25, 2019 0-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 - - D BUILDING DEPARTMENT TOWN OF SOUTHOLD M AY - 7 2019 w bJ9J� i r'?.).�'A'_ TOWN OF SOUjTECN-s + CERTIFICATION Date: Building Permit No. r ` Owner: 5� CSNQ, V -l�(Please print) Plumber:-VwD (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of I% =lead. (PlurrIbers Signature) - Sworn to before me this f day of r ( , 20_/ NotaryPublic, ��I L Count Deborah A.Donegan Notary Public,State of New York No 4978909 Qualified in Suffolk county commission Expires June 22, �� Sui ho�aOE Opp SOUIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. °`�cournv NF'' 765-1802 INSPECTION [M/FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 46V Q�,v Onl frog'- c2cd+ 'V #4y, DATE Z INSPECTOR 1 SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] F NDATION 1ST [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAUL G /� REMARKS: - Vv DATE INSPECTOR ��OF SOGIy hod o� # TOWN OF SOUTHOLD BUILDING DEPT. °`ycou765-1802 INSPECTION [ ] FOUNDATION 1ST - - [ ] ROUGH PL13G. [ ],,,F6UNDATION 2ND [ ] INSULATION [VI FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAU LKI G REMARKS: r S5 p DATE Y O INSPECTORX I .) L -v Ll o�a0f 50plyO TOWN OF SOUTHOLD BUILDING DEPT. °`ycourmN�' 765-1802 INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] F EPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR Y6s OF OUlyo�o # # TOWN OF SOUTHOLD BUILDING DEPT. • ,o `ycourm 0�' 765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS-. Va"ve., 41 02 DATE l �� INSPECTOR OF SOUjyO� f # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION-qz<o-z-, [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE � � INSPECTOR SOF,so hod olo # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FI SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] E CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: V�� v Y �D - r7D✓�.�j h U DATE J LPO INSPECTOR soulyo * TOWN OF SOUTHOLD BUILDING DEPT. - courm; 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY, [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION - [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ECT' ICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMARKS: DATE INSPECTOR pf SOUTyolo TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH-PLBG. �°� oz, [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE I INSPECTOR " ► ' i _ 5f SO(/lyolo 2,cou • �� ` TOWN OF SOUTHOLD BUILDING DEPT. 765-1502 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: Z"s S8 v SP 6 DATE - INSPECTOR V-L- ' - f J oF soulyolo TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm,N�'' 765-1802 INSPECTION [ ] FOUNDATION 1ST, [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] J4SULATION [ ] FRAMING /STRAPPING [ ] FINALG h;k [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)' [ ] CODE VIOLATION [ ] CAULKING REMARKS: k, 8D - Lek 3 t W A.. Tf�C &jjt't,'d �f I CMA �. DATE INSPECTOR �o�aoe souryOlo # TOWN OF SOUTHOLD BUILDING DEPT. oou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [Vf FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: i cd" 11c VIv✓ a6 eVna� IvoviI s u Koo DATE INSPECTOR vwj OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �tV S0(/rP.O. Box 1179 54375 State Route 25 � 01 Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY �[ l�6 Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFIC TOWN OF SOUTHOLDDA By L3 MAY 2 9 2019 May 29, 2019 William D. Moore, Esq. 51020 Main Road Southold, NY 11971 Re: Approved Site Plan for North Fork United Methodist Church Located at 43960 CR 48, corner of Hortons Lane & CR 48, Southold SCTM#1000-63-1-15 Dear Mr. Moore: The Planning Board has found that the requirements of the above-referenced Site Plan and the item required in the May 22, 2019 Planning Board letter, have been completed based on the site inspection made May 29, 2019. The site is now in conformance with the Approved Site Plan entitled "North Fork United Methodist Church", prepared by David Clark Harvey, R.A., dated November 30, 2015 and last revised July 31, 2017. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, "Donald J. Wilcenski Chairman cc: Pastor Tom MacLeod Michael Verity, Chief Building Inspector James-Richter—, Stormwater-'Manager a 5o OW[E DD MAY 1 5 2019 NEW YORK IG BUILDING T E C H N O L O G Y R O U P _ TOWN OF SOU—Ljaj:L,,+ Affidavit Of 2015 IECC Commercial Envelope Compliance Date: 5/11/2019 Inspection Address: 43960 County Rd 48 North Fork United Methodist Church This is to Certify that on 5/7/2019 the above address has been tested in accordance with the provisions of the 2015 IECC as amended by the 2016 New York State Supplement: C402.5 AIR LEAKAGE-THERMAL ENVELOPE (Blower Door) Building infiltration rate has been tested in accordance with ASTM E779 and meets the minimum standard of: 1.40 CFM/sq-ft@75(.3"water column) SHELL CALCULATIONS: Floor area: 7363 Gable ends: 780 Wall area: 6460 Cupola Walls: 285 Roof area 8536 Total Envelope 23424 Total allowable envelope leakage: 9369.6 Actual envelope Leakage: 4881 C 402.5.5 Compliance Verified in field C 402.5.6 Compliance Not Applicable C 402.5.7 Compliance Verified in field 2015 IECC C402.5 Compliance PASS Signature of Certified RESNET HERS Rater: HERS QA Provider: - Performance Systems Development 124 Brindley Street, Ithaca NY 14850 Provider ID#: 1998-072 Tom Baccarella Certification #3587347 1 607-277-6240 Notice of independent Status.As per the requirements the 2015 Building Code of NYS, New York Building Technology Group Inc. and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the,construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters),New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B,Willer Place, NY 11764 Telephone: 631495 0289 Fax: 631509 45'38 Email: NYBTGTB@gmail.com � THE EVOLUTION OF INSULATION WSULAYMN CERTMCATE This fomn must be filled out and posted to comply with building code Meets IRC requirements- 2006URC-NI 101.2,p01101.4,0I 101.8 2Q09IRC-N1 1O1.2,01 101.4,N1 101J8 2013IRC-061 101.3,HI 101.7,01101.12 The following spray polyurethane foam product(s) has/have been installed. [] LD-[-58 []LD'R,SO [] k8D-[-280 ElMD-R-200 [] K8D-R-2l0 []Other Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code((R[)20O8IRC R314`ZO09IRC R]l8,2012IRC R3l6-Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulationsystern(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: - Area Insulated Aged R~Vulme Thickness* Attic Area R- at inches - Sloped Ceilings R' at inches Walls(location): lGable walls R- at inches Walls(location): lExterior walls R- at inches Floors(over an unheated crawl space) K- at inches Crawl Space Perimeter R- at inches Basement Walls R- at inches Other(\ncu-don): lBand Joist, Box Beams R' at inches °m"mmo|thicknesses are representative o[field,spray-applied foam material. ]ob»iteAddpess Date ofInsulation Installation 11112112018 Building Contractor JlFred Seifert Jr Contracting Insulation Contractor ` Insulation Contractor Phone \ Installed By William Kriz D��@�Q DU �/�=D���� �=��O���UP�D���/�"�� � ��6=& ��A�f�' ������6�\���� um�=v��o=�am ow=�om v=u=�� U UU-Qv=��H �5 ��n=Y NOT ����0�U��Y� �� Please post near electrical panel. ACCELLA POLYURETHANE SYSTEMS/,�, y A t� fC.� GS?IM1AFANY Insulation Certificate This form must be filled out and posted to comply with building code requirements. Meets IRC Sections N1101.3,N1101A1,and N1101.8 requirements. The following spray polyurethane foam product(s) has/have been installed: [ ] Bayseal"OC Open-Cell Spray Foam Insulation 9�9 [ ] Bayseal®OC HY Open-Cell Spray Foam Insulation �a9� s/ ( x ] Bayseal®CC X Closed-Cell Spray Foam Insulation ;/� (> [ ] Quadfoam 500®OC Open-Cell Spray Foam Insulation [ ] Quadfoam Natureseal®OC X Open-Cell Spray Foam Insulation [ ] Quadfoam 2.0®Spray Foam Insulation Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R314 Foam Plastics for specific requirements.The spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* Attic Area R- 21 At 3 inches Sloped Ceilings R- 21 At 3 inches Walls (Location): above grade R- 14 At 2 inches Walls (Location): bandjoist R- 14 At 2 inches Floors(over an unheated crawl space) R- At inches Crawl Space Perimeter R- At inches Basement Exterior Walls R- At inches Other (Location): R- At inches *Nominal thicknesses are representative of field,spray-applied foam material .Jobsite Address: 4360 CR RD 48 SOUTHOLD NY 11971 Date of Insulation: OCT.2018 Building Contractor: Fred Seifert Insulation Contractor: Cary Insulation Insulation Contractor Phone: 6312189350 Installed By: Javier ortiz and Sean Connolly INSULATION CERTIFICATE-DO NOT REMOVE -Please Post Near Electrical Panel- '?G��'9x'«yd��.-;_.:'.,'.!rst-a-i:��:�sn�ae^�yY,s;-_. .z.,.r� _vrt. aw'.rr;=,.+xa§»ws.Fe�*_w. ...:.c„r is '.,r_-, .=Yr"F^:->-s •ems rwm.�3Y=<`.t3=r -...-..�s3=�e=rsi- ..>—.„a:>�.. _._. Accella Polyurethane Systems 2500 Adie Road Maryland Heights,MO 63043 (314)432-3200 ,m,vw.accellapo lyurethane.com 5/8/2019 3:38 pm System Event Report Page 1 of 2 Sorted by Installer# Installer#First to Last CS#7642260 to 7642260 Site Type All Dates 5/8/2019 to 5/8/2019 Employee#All Corporate Acct.All System Type All Reporting Group All Date CS# Op Zone Event Disposition Scheduled User/Phone Location/Comment Installer 330601 SUFFOLK SECURITY SYSTEMS Site Name North Fork United Methodist Churc Site Address 43960 County Rd 48 Southold,NY 11971 5/8/2019 11:09:52 7642260 - 210 1310 FIRE-PULL STATION *Test FUNCTION ROOM PULL STATION 5/8/2019 11.10:23 7642260 24 1351 FIRE TROUBLE(EMF ONLY) *Test ZONE 24 5/8/2019 11.10:29 7642260 7 1351 FIRE TROUBLE(EMF ONLY) *Test ZONE 7 5/8/2019 11:10:33 7642260 18 1351 FIRE TROUBLE(EMF ONLY) *Test ZONE 18 5/8/2019 11:12:17 7642260 210 CIR115 RESTORE Fire Manual Pull Sta. *Test FUNCTION ROOM PULL STATION 5/8/2019 11:12:21 7642260 O CIE401 Opening 0-User#0 *Test 5/8/2019 11:12.27 7642260 7 CIR373 RESTORE Fire Trouble *Test ZONE 7 5/8/2019 11:12:32 7642260 18 CIR373 RESTORE Fire Trouble *Test ZONE 18 5/8/2019 11.12:38 7642260 24 CIR373 RESTORE Fire Trouble *Test ZONE 24 5/8/2019 11:12:50 7642260 O CIE401 Opening 0-User#0 *Test 5/8/2019 11.13:50 7642260 8 1301 FIRE(A) *Test 5/8/2019 11 14:22 7642260 18 1351 FIRE TROUBLE(EMF ONLY) *Test ZONE 18 5/8/2019 11:14.28 7642260 7 1351 FIRE TROUBLE(EMF ONLY) *Test ZONE 7 5/8/2019 11.14:31 7642260 24 1351 FIRE TROUBLE(EMF ONLY) *Test ZONE 24 5/8/2019 11:14:52 7642260 8 CIR110 RESTORE Fire Alarm *Test RADIO 5/8/2019 11:14:56 7642260 O CIE401 Opening 0-User#0 *Test 5/8/2019 11:15:00 7642260 7 CIR373 RESTORE Fire Trouble *Test ZONE 7 5/8/2019 11:15:05 7642260 18 CIR373 RESTORE Fire Trouble *Test ZONE 18 5/8/2019 11.15:11 7642260 24 CIR373 RESTORE Fire Trouble *Test ZONE 24 5/8/2019 11:17:08 7642260 18 CIE162 Carbon Monoxide Detected *Test Installer 330601 SUFFOLK SECURITY SYSTEMS Page 1 of 2 5/8/2019 3:38 pm System Event Report Page 2 of 2 Sorted by Installer# Installer#First to Last CS#7642260 to 7642260 Site Type All Dates 5/8/2019 to 5/8/2019 Employee#All Corporate Acct.All System Type All Reporting Group All Date CS# Op Zone Event Disposition Scheduled User/Phone Location/Comment Installer 330601 SUFFOLK SECURITY SYSTEMS Site Name North Fork United Methodist Churc Site Address 43960 County Rd 48 Southold,NY 11971 5/8/2019 11:17:13 7642260 18 1301 FIRE(A) *Test 5/8/2019 11:17:47 7642260 7 1351 FIRE TROUBLE(EMF ONLY) *Test ZONE 7 5/8/2019 11:17.53 7642260 24 1351 FIRE TROUBLE(EMF ONLY) *Test ZONE 24 5/8/2019 11:18.03 7642260 18 CIR162 RESTORE Carbon Monoxide Det. *Test 5/8/2019 11:18:08 7642260 18 CIR110 RESTORE Fire Alarm *Test 5/8/2019 11:18:12 7642260 18 1351 FIRE TROUBLE(EMF ONLY) *Test ZONE 18 5/8/2019 11:18:16 7642260 7 CIR373 RESTORE Fire Trouble *Test ZONE 7 5/8/2019 11.18:22 7642260 18 CIR373 RESTORE Fire Trouble *Test ZONE 18 5/8/2019 11:18:37 7642260 24 CIR373 RESTORE Fire Trouble *Test ZONE 24 5/8/2019 11:18:44 7642260 O CIE401 Opening 0-User#0 *Test 5/8/2019 11.18 48 7642260 O CIE401 Opening 0-User#0 *Test 5/8/2019 14.49:01 7642260 TY105 Test'Expired Cat.APP 5/8/2019 15:35:35 7642260 LP01 1999 Contact Verified Kathy Harrington SUFFOLK SECURITY SYSTEMS Installer 330601 SUFFOLK SECURITY SYSTEMS Page 2 of 2 ��► ICYNENE DF3(gF` D THE EVOLUTION OF INSULATION MAY — 7 2010 INSULATION CERTIFICATE TOWN 01FSO 910 This forma must be filled out and posted to comply with building code requirements. Deets IRC requirements: 2006 IRC-N1 101.2,N1 101.4,891101.8 2009 IRC-N1 101.2,891101.4,NI 101.8 2012 IRC-NI 101.3,N1 101.7,891101.12 The following spray polyurethane foam product(s) has/have been installed. ❑ LD-C-50 ❑LD-R-50 ❑ MD-C-200 ❑ MD-R-200 ❑ MD-R-210 ❑Other Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC)2006 IRC R314,2009 IRC R316,2012 IRC R316-Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* Attic Area R- 21 at 0 inches Sloped Ceilings R- 21 at 0 inches Walls(location): lGable walls R- 14 at 0 inches Walls(location): lExterior walls R- 14 at 0 inches Floors(over an unheated crawl space) R- at inches Crawl Space Perimeter R- at inches Basement Walls R- at inches Other(location): 113and Joist, Box Beams R- 14 at 0 inches *Nominal thicknesses are representative offield,spray-applied foam material. Jobsite Address 14360 CR 58 Southold NY 11971 Date of Insulation Installation 11/21/2018 Building Contractor lFred Seifert Jr Contracting Insulation Contractor ICary Insulation Insulation Contractor Phone (631)216-9350 Installed By William Kriz INSULATION CERTIFICATE • DO NOT REMOVE Please post near electrical panel. Q ACCELLA POLYURETHANE SYSTEMS ' Vic.8� q COMPANY Insulation Certificate This form must be filled out and posted to comply with building code requirements. Meets IRC Sections N1101.3, N1101.41,and N1101.8 requirements. The following spray polyurethane foam product(s) has/have been installed: [ ] Bayseal'OC Open-Cell Spray Foam Insulation [ ] Bayseal®OC HY Open-Cell Spray Foam Insulation [ x ] Bayseal®CC X Closed-Cell Spray Foam Insulation [ ] Quadfoam 500®OC Open-Cell Spray Foam Insulation [ ] Quadfoam Natureseal®OC X Open-Cell Spray Foam Insulation [ ] Quadfoam 2.0®Spray Foam Insulation Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R314 Foam Plastics for specific requirements.The spray polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* Attic Area R- 21 At 3 inches Sloped Ceilings R- 21 At 3 inches Walls (Location): above grade R- 14 At 2 inches Walls (Location): bandjoist R- 14 At 2 inches Floors(over an unheated crawl space) R- At inches Crawl Space Perimeter R- At inches Basement Exterior Walls R- At inches Other (Location): R- At inches *Nominal thicknesses are representative of field,spray-applied foam material Jobsite Address: 4360 CR RD 48 SOUTHOLD NY 11971 Date of Insulation: OCT.2018 Building Contractor: Fred Seifert Insulation Contractor: Cary Insulation Insulation Contractor Phone: 6312189350 Installed By: Javier ortiz and Sean Connolly INSULATION CERTIFICATE-DO NOT REMOVE -Please Post Near Electrical Panel- Accella Polyurethane Systems 2500 Adie Road Maryland Heights,MO 63043 (314)432-3200 www.accellgpolngethane.com XWA FOUNDATION (2ND) IMA'aloreaff m, EWA on ROUGH 1 PLUMBING WA PM INSULATION PER N.Y-. mi IF�p STATE ENERGY CODE VA 'A '..A p V�U7 7.0 MAW I -W' 17-A. •!Wi0' - �Ofli' ' i Wf - ' VAS W.2LnM ,; �=2 .u11•.� L u a L � �1L��o1%Iri//i siKim ADDITIONALCOMMENTS ���■ sw���i�. - X11 "� �� _ _ � Li///��� �\,.. • _ • W7.1- Film) � �i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD NY 11971 a' �~"' � 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 '''3'''"`;" y" n `<: `? Survey SoutholdTown.NorthForkxet PERMIT NO. SU� � Check Septic Form N.Y.S.D.E.C. Trustees ® '+ '*i`Ma�� Flood-Perjp;it '1 ` Examined ,20� Storm-WaterAssessment Form NOV 1 6 2017 "t k, contact: 1 I 0 Approved � ,20� Mail Disapproved a/c �Y' TOWNOF5O D Phone: Expiration ,20 h / BuildirW,Mpector APPLICATION FOR BUILDING PERMIT l Date � I LQ , 20� INSTRUCTIONS ` Y •Kms, a. This application MUST be completely filled in by typewrit&or tin ink and submitted to''the'Building Inspector with 4 sets of plans,,accurate plot plan to scale.Fee according to schedule. b.Plot plarr'showin location a�f lot,,Md o f buildings on premises,relationship to adjoining'prbrr..�es or public streets or areas,and waterways. 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 issue a Building Permit to the applicant. Such a 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 what so ever until the Building Inspector issues a Certificate of Occupancy. 1 f.Every?building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months frorn„s-dcli date.-vIf no zoning amendWents or other regulations affecting the property have been enacted in the interim,the Building Inspector may aufl 6fi�e, W�r in ting;'fhe extension of the permit for an addition six months. Thereafter,a new,permit. ha)1 be rewired. L^��''�= v y `'; , 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 building for necessary inspections. 4jx— (Signatdre of applicant or name,if a corporation) (Mailing addr ss of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises �C vc--,f l,, �A pt (As on the tax roll or latest deed) If applicant is a corporation, signature, duly authorized officer WSW In '!) rlC7CYl9 . 1�17::-L- (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed)yogk will be done: q House Number Street / 2_ Hamlet County Tax Map No. 1000 Section 4? Block / Lot /S Subdivision Filed Map No; Lot 2. State existing use and occupancy of premises and h1lended use and occupancy of proposed construction: a. Existing use and occupancyty b. Intended use and occupancy 4'#j4C j4eff AI - 12 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work ? (Descriptiorl) 4. Estimated Cost 'Af !` t c _ Fee' s - I '- ` (To beipaid on filing this application) 5. If dwelling, number of dwelling units Al Number of dwelling uniis'on 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 Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear 12 Depth Height Number of Stories 9. Size of lot: Front �'' Rear f2(I , Depth JT31 10. Date of Purchase 2D d Name of Former Owner AMA( f0ft - 11. Zone or use district in which premises are situated L 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO w" 13. Will lot be re-graded? YES ✓ANO Will excess fill be removed from premises?YES NO ✓ G4 14.Names of Owner of premises 004CW Af o( — Add ess Phone No. Name of Architectb# veqv Address V6 `Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300,feet of a tidal wetland? * YES NO * IF YES, D.E.C.PERMITS -MAY BE'REQUIRED. 16.Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at airy point;'on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SSC , COUNTY OF � k Cjy'L being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)Tove named, (S)He is the A,),—' I CA-] 0 ,n' :cn (Contrac&of Agent,C)rporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. S7to before me thi ,` day of UU n2O . ERKINS Notar bl Notary Public,State of New York Signature of Applicant No,01 PE6130636 Qualified in Suffolk Cou � Commission Expires July 18, 1 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502K � Survey Southoldtownny.gov PERMIT NO. `� «�J Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application _'[E 0\ 7[EFlood Permit Examined ,20 D Single&Separate Truss Identification Form NOV 1 5 2018 Storm-Water Assessment Form Contact: Approved 120 Disapproved a/c TOWN OF S OUrHOLD Phoma Expiration _,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date 11/OL)EMBEA , 20 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 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 waterways. 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 issue a Building Permit to the applicant. Such a 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 what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. 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 building for necessary inspections. a VPCH (Signature of applicant or name,if a corporation) PD 66 OK J a g6 6urC�lc%Z-116, NY/l i 3s (Mailing address of applica t) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder 0}- &-E av 7— Name Name of owner of premises Na 2T,t t F©12/L 1�/N i T 1� ME 7`H fib 1 S7- Cf/UP_C,�J (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1-130NO Cg q0 5014T#0 > House Number Street Hamlet County Tax Map No. 1000 Section Block Lot /_�5 • 1 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy A/c—In/ C a"S T�o_ y c7-) Q 1V' b. Intended use and occupancy G q LW P—C H 1- 0C?U 56 of- yy o es fo 3. Nature of work(check which applicable):New Building x Addition Alteration Repair Removal Demolition Other Work A ,M.,,.,z n— r � •� • s� �F•�. � (Description) 4. Estimated Cost i `�lFee r, _t: (To,be paid on filing this application) 5. -If dwelling,number of dwelling units az..,, Number of dwelling unit'stdn 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 Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF.S UFF:pL W I L t, )P M D• M 002& being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the X09))2, eOq2)> DF -TR Y5 aES NORTH FOle)< UN/TE> 0ET;}0D/S7_ C 1i aRcf/ (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of NOV, 20 /C6- Notary CNotary PublicMARGARET C. RUTKOWSKI Signature of Applicant Notary Public, State of New York No. 4982528 Qualified in Suffolk County -i Commusswn Expires June 3, ;;?O/-g 'BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson ��o�SU(/lyp 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora [ Office Location: Eric Dantes Town Annex/First Floor,Capital One Bank Gerard P.Goehringer �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento COU M'l Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel.(631)765-1809•Fax(631)765-9064 . RECENED FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF SEPTEMBER 21,2017 Sout old Town Clerk ZBA FILE No.: SE 6936 NAME OF APPLICANT: North Fork United Methodist Church PROPERTY LOCATION: 43960 County Route 48, Southold,NY SCTM# 1000-63-1-15 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 11 category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated February 25,2016,stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the 'Local Waterfront Revitalization Program(LWRP)Policy Standards. The LWRP Coordinator issued a recommendation dated April 19, 2017. Based upon the information provided on the LWRP Consistency Assessment Form submitted, as well as the records available, it is the Coordinator's recommendation that the proposed action is CONSISTENT with LWRP policy standards and therefore is CONSISTENT with the LWRP. PLANNING BOARD OF THE TOWN OF SOUTHOLD: The application was referred to the Southold Town Planning Board for comment relating to the proposed site plan. The Planning Board, in their September 1, 2017 memorandum indicated that they conducted its assessment of traffic and pedestrian safety and potential impacts through a State Environment Review process, and has determined that no significant adverse impacts will be caused by this action. Furthermore, in reference to a letter to the ZBA, dated March 28, 2106, the Planning Board indicated that concerns have been addressed and mitigated to their satisfaction. Mitigation includes eight overflow parking spaces to be added, and the parking area to be relocated to the rear of the proposed building and screened with landscaping, as well as vegetated buffers and landscaping established during the site planning process to mitigate visual impacts; PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 2.437 acre parcel located in the Limited Business (LB) Zoning District. The parcel measures 263.17 feet along the northerly property line fronting the North Road(C.R. 48) ,263.29 feet along the westerly property line fronting Horton's Lane,-and 333.91 feet along the easterly property fine and 326.57 feet along the southerly property line. The parcel is vacant as shown on a survey prepared by Nathan Taft Corwin III, L.S. 'Page 2,September 21,2017 #6936,North Fork United Methodist Church SCTM No. 1000-63-1-15 last revised August 4, 2017 and a site plan prepared by David and,Dawn Harvey, Architect, last revised July 31,2017,received by the Zoning Board of Appeals on August 7,2017. BASIS OF APPLICATION: Request for Special Exception per Code Section 280-48B1, the applicant is requesting permission to construct and operate a house of worship and religious instruction, located at: 43960 County Route 48 (aka North Road) corner Horton Lane Southold, NY. SCTM#1000-63-1- 15. RELIEF REQUESTED: The applicant proposes to construct and operate a house of worship(church) on a currently vacant parcel with site improvements, including parking spaces, and overflow parking spaces,future storage barn/greenhouse,and landscape screening to mitigate visual impacts. ADDITIONAL INFORMATION: The application was scheduled for a public hearing on April 7, 2016 and was adjourned until the Planning Board conducted their SEQRA Review. SEQRA Review was conducted and the PIanning Board, on May 7, 2017, issued a Negative Declaration Notice of Determination of Non- Significance. A second public hearing before the Board of Appeals was held and closed for reserve decision on September 7,2017. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 7,2016 and September 7,2017 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: The Board has reviewed the General Standards governing Special Exception uses set forth in Section 280-142 and finds: A. That the use will not prevent the orderly and reasonable use of adjacent properties or of properties in adjacent use districts. The church is located in a Limited Business (LB) Zoning District and is surrounded by commercial uses and preserved farm land. The church hours of operation and activities will not be disruptive to the neighborhood. B. That the use will not prevent the orderly and reasonable use of permitted or legally established uses in the district wherein the requested use is located or of permitted or legally established uses in adjacent use districts. The proposed church is a permitted use in this zone. C. That the safety, the health, the welfare, the comfort, the convenience or the order of the town will not be adversely affected by the proposed use and its location. Religious uses are inherently beneficial and the proposed use will promote the welfare of the community. D. That the use will be in harmony with and promote the general purposes and intent of this chapter. E. That the use will be compatible with its surroundings and with the character of the neighborhood and of the community in general, particularly with regard to visibility,scale and overall appearance. The size of the church conforms to zoning and the proposed style is in keeping with the surrounding area. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection. age 3,September 21,2017 #6936,North Fork United Methodist Church SCTM No. 1000-63-1-15 G. That the proposal shall comply with the requirements of Chapter 236, Stormwater Management BOARD RESOLUTION: In considering all of the above factors, motion was offered by Member Dantes,seconded by Member Planamento,and duly carried to GRANT,a Special Exception, as applied for,and shown on the site plan prepared by David and Dawn Harvey,Architect, last revised August 7,2017. SUBJECT TO THE FOLLOWING CONDITIONS: 1. This Special Exception Permit requires an operating permit and inspection by a Building Inspector from the Building Department that must be renewed annually. It is the applicant's responsibility to contact the Building Department on an annual basis to schedule the required inspection. Failure to do so may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception Permit granted herein. 2. Pursuant to Section 280-141(C)"a special exception approval shall be valid for a period of six months but may be extended for one additional six-month period by the Zoning Board of Appeals within the requirement of new public notice of hearing.A continuing or permanent land use authorized by a special exception approval,which use is undertaken or begun during the period of validity of such approval,shall thereafter be deemed a lawful use..." 3. The applicant must obtain site plan approval from the Planning Board.Failure to do so will render'this Special Exception Permit null and void. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. NOTE: Any violations of the conditions, occupancy or other requirements described herein, may require a public hearing before the Zoning Board of Appeals to review potential action to revoke the Special Exception permit as granted herein. Vote of the Board: Ayes:Members Weisman (Chairperson),Dantes, Planamento,Acampora and Goehrin er. 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A PLOTTED;SI JULY 17 FOR SUBYR69N TO PLANNING BOA ; °..65REV—x6 JUN 1)TREE6PARFWO®RAMffiJGBOARO /anC7 RENSEO' FJAY Ix / KGETATION - Y' i,+'+ • , �` REWSEOI t+FEB i)%1AN46CAPEDMEA$ Y PLOTTEI}'IFJAN 7 PHOTOMETRIC PINI i_�� W 0.0TTE608 NCV14 SREPWIAP AYPOMB ( REVISED 23 OOT ib AONSTDNNEWAY FORU111RYPOLE C "—• i REVISE¢1P OGT f4 VIB1T1'LWE9 LOGlED 4 SITE PLANT ' RENSEtr W. T18 LIGNTINp6TRFP SPED NORTHFOFU(UNRED METHODIST CHURCH REM ED tf JUNE t6 SURVEYdY HfS�'wC/' _ AOS60 CR+e,CORNER OF NORTON LINE 1AN05CAPING REVISER..—IB 1 511 GAM _ REVISE(;IAPRt6 ZONIND BD REVIEW ¢ of f. D SOUTNOLD,NY a0(j'JIO� , BY.- ED 16 FT916 UGMNO,SIGNa 60RYUL5 PPL90 3=66 * WPB µ �• I i OTili'C , DsD HARVEY•AALHRECTs I PPLL90 DB JNI I6 PRELWPIARYOESIGN tEOFSF 1-F]• POB"%3x86 avw OF IlE6 SAO HARBOR NY 1156] DAVLF4 HARVEY I NY RAOF663B 8]1631)6+0 , , WWNW NMVEr S+-� i NYJTAOJSfl1 OFFICE LOCATION: MAILING ADDRESS: E Town Hall Annex *QF SO 54375 State Route 25 � lye P.O.Box 1179 (cor.Main Rd. &Youngs Ave.) ti0 lQ Southold,NY 11971 Southold,NY [ Telephone: 631 765-1938 y G www.southoldtownny.gov I 104UNT`1,� i PLANNING BOARD OFFICE TOWN OF SOUTHOLD p r DDNovember 8, 2017 ' NOV32017 William iJ.. Moore; Esq. gUIELDIN0 DEPT. 51020 Miin Road TOWN OF SOUTHOLD Southold, NY 11971 R is Approval - Proposed Site Plan for North Fork United Methodist Church Located at 43960 CR 48, corner of Hortons Lane & CR 48, Southold SC,TM#1000-63-1-15 Zoning District: Limited Business (LB) I Dear Mr. Moore: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, November 6, 2017: I WHEREAS, this Site Plan is for the proposed construction of a 1-story 7,640 sq. ft. place of worship (no basement) and 42 parking stalls including 4 ADA on 2.45 acres in the Limited Business (LB) Zoning District, Southold; and I ' WHEREAS, on February 17, 2016, William D. Moore, authorized agent, submitted a Site Plan Application for review; and WHEREAS, on February 17, 2016, the Planning Board provided a letter to the applicant notifying them that a Notice of Disapproval was required from the Building Department prior to the I Planning Board reviewing the application for completeness; and WHEREAS, on March 10, 2016, William D. Moore, authorized agent, submitted a revised Site Plan Application with a Notice of Disapproval for review; and WHEREAS, on March 21, 2016, the Planning Board found the application incomplete for review and required revisions to the site plan along with additional information to be submitted; and WHEREAS, on November 11, 2016, William D. Moore, authorized agent, submitted revised site plans and materials for review; and i i i NF United Methodist Church Page 2 November 8, 2017 WHEREAS, on December 13, 2016, the Planning Department notified William D. Moore, authorized agent, via email of the outstanding information required still to be submitted; and WHEREAS, on December 16, 2016, William D. Moore, authorized agent, submitted a letter to the Planning Board formally withdrawing the former 2006 Approved Site Plan on the subject site; and WHEREAS, on January 31, 2017 and February 15, 2017, William D. Moore, authorized agent, submitted the remaining revised plans and materials as required; and WHEREAS, on February 27, 2017, the Planning Board formally accepted the application as complete for review; and WHEREAS, on March 13, 2017, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617, determined that the proposed action is an Unlisted Action as it does not meet any of the thresholds of a Type I Action, nor does it meet any of the criteria on the Type II list of actions; and WHEREAS, on March 21, 2017, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments, and performed a coordinated review under SEQRA; and WHEREAS, on March 27, 2017, the Suffolk County Water Authority (SCWA) provided a letter of water availability for the proposed project; and WHEREAS, on April 3, 2017, the Southold Fire District determined there was adequate fire protection for the site; and WHEREAS, on April 10, 2017, a Public Hearing was held and kept open; and WHEREAS, on April 20, 2017, the Architectural Review Committee reviewed the proposed project and approved it as submitted with certain landscaping recommendations to the Planning Board; and WHEREAS, on April 20, 2017, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined the project to be consistent with Southold Town LWRP policies; and WHEREAS, on April 21, 2017, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, at their Work Session held on May 8, 2017, the Southold Town Planning Board reviewed all input from the Public Hearing, recommendations from agencies and staff and required revisions to the site plan and additional information; and ,NF United Methodist Church Page 3 November 8, 2017 WHEREAS, on ,May 8, 2017, the Southold Town Planning Board, as Lead Agency pursuant to SEQRA, made a determination of non-significance for the proposed action and granted a Negative Declaration; and WHEREAS, on May 8, 2017, the Public Hearing was continued and closed; and WHEREAS, on May 9, 2017 the Office of Parks, Recreation and Historic Preservation (OPRHP) reviewed the project in accordance with the New York State Historic Preservation Act of 1980 (Section 14.09 of the New York Parks, Recreation and Historic Preservation Law) and determined that the project will have no impact on archaeological and/or historic resources listed in or eligible for the New York State and National Registers of Historic Places; and WHEREAS, on May 9, 2017, the Southold Town Engineer reviewed the proposed application and determined that the proposed drainage meets the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on May 10, 2017, the Suffolk County Planning Commission (SCPC) reviewed the proposed project and considered it to be an action for local determination as there appears to be no significant county-wide or inter-community impact(s); and WHEREAS, on June 7, 2017, the Suffolk County Department of Health Services (SCDHS) granted approval C10-16-0013 for"House of Worship with meeting rooms" @ 981 gpd; and WHEREAS, on August 7, 2017, the applicant submitted multiple prints of a revised site plan and supplemental information as required; and WHEREAS, all input from the Public Hearing and recommendations from agencies listed above were considered and incorporated into the plans to the satisfaction of the Planning Board; and WHEREAS, at their Work Session, held on September 11, 2017, the Southold Town Planning Board reviewed the proposed Site Plan and determined that all applicable requirements of the Site Plan Regulations have been met with exception of a determination from the Zoning Board of Appeals for a Place of Worship in the LB zone and a use certification from the Chief Building Inspector; and WHEREAS, on September 25, 2017, the Zoning Board of Appeals (ZBA) issued a determination granting a Special Exception for a Place of Worship File No. SE 6936 with three (3) conditions; and WHEREAS, on October 27, 2017, the Southold Town Chief Building Inspector reviewed and certified the proposed Place of Worship as a permitted use in the Limited Business Zoning District pursuant to ZBA File No. SE 6936; therefore be it NF United Methodist Church Page 4 November 8, 2017 RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board hereby grants approval to the Site Plan entitled "North Fork United Methodist Church", prepared by David Clark Harvey R.A., dated November 30, 2015 and last revised July 31, 2017, and authorizes the Chairman to endorse the Site Plan. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code require Planning Board approval and must conform to §172 Lighting of the Town Code. 2. Proposed storm water run-off containment systems must be inspected by the Town Engineer at the time of installation. Please call the Southold Town Engineer prior to beginning this work. 3. Approved Site Plans are valid'for eighteen months from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the Approved Site Plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board must inspect the site to ensure it is in conformity with the Approved Site Plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the Approved Site Plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. If you have any questions regarding the above, please contact this office. Very truly yours, -> e ��)Do Donald J. Wilcenski Chairman By signing this letter, the applicant acknowledges that there are Town Code requirements and conditions, including those listed above, that must be satisfied prior to the issuance of a Certificate of Occupancy. Print name: \l% l-L , Applicant/Agent Signature: Date: i i 3� 11 4S0�. COUNTY OF SUFFOLK PC3,A-1LI t-► , 60, MAY 2 3 2018 STEVEN BELLONE Southold Mown SUFFOLK COUNTY EXECUTIVE Planning Board DEPARTMENT OF PUBLIC WORKS DARNELL TYSON,P.E. GILBERT ANDERSON,P.E. ERIC M.HOFMEISTER DEPUTY COMMISSIONER COMMISSIONER DEPUTY COMMISSIONER CR#'48,Middle Road Project Name: North Fork United Methodist Church Applicant Name:North Fork United Methodist Church MProject Location: Southold DD SCTM# 1000-63-1-15 MAY 2 3 2010 Date: May 16, 2018 S=aV& T Dia X APPROVED T01WN OF SOU HOLD ❑ DISAPPROVED ❑ APPROVAL WITIIIIELD Pursuant to Section 239f of the New York State General Municipal Law and subject to the stated conditions: We have reviewed this development and find that improvements within the County right-of-way in the vicinity of this site are not required. Therefore,a permit from this Department is not necessary. By: William Hillman, P.E. Chief Engineer SUFFOLK COUNTY IS AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER (631)852-4100 335 YAPHANK AVENUE ■ YAPHANK,N.Y.11980 ■ FAX(631)8524079 TOWNIE OF 5��L-7b MAX m 4 2018 i ADDRESS SCDept!-Pu --] blic Works • T BUILDING DEPARTMENT raffic DATE: 11z d SUFFOLK COUNTY DEPT.OF PUBLIC WORKS COMMISSIONER 335 YAPHANK AVENUE YAPHANK,NY 11980 Dear Sir: In accordance with Section 239f of the General Municipal Law of the consolidated Laws of the State of New York,this is to notify the Commissioner of Public Works of the County of Suffolk that Name&Address of Applicant 1Q6 AU &r'L �)'C/u -Po 17gA has applied to the Town/V+ge of �0' for the issuance of a permit in reference to property located on the: S E.Oside St C.R. T DistanceN-E W Village ��x CCJ� Town LGI c� As shown on the attached survey or site plan(3 copies needed),dated tl -,ZD - We shall withhold further action on this application for ten (10) business days for the aforementioned Section 239f. �. Very Truly Yours, 1 Building Inspec Building Permits Only r Date: 1 CAPPROV /DISAPPROVED/APPROVAL WITHHELD to the Town/Village pursuant to the General unicipal Law subject to the stated conditions: a SUFFOLK COUNTY DEPT.OF PUBLIC WORKS P.E.,COMMISSIONER By: ' r..r��nTT T A,IATT� n ► fGzrn N,,)1 M L\Ll..i , D D V CHIEF ENGINEER �� P MAY 2 3 2018 EUMDING DEPT. TOWN OF SOU17HOLD i Town Han Annex i 54375 D4aia Boa d Tekphone(631)765-1842 P.O.Box 1179 �c {l #k?7> 7 nDQerflC.�l�va' .,. MUS Souhold,NY 11971-0959 Q ` BUHDWG DUARTMENT - TOWN OF SOUTH .D APPLICATIoJ FORELEC ' AL �SPECTi4N rrews: BY: Date:e: � C-rr CL S ?�. p jr1-10 L6 /V Y JOBSITE INFORMATION: {*indicates required infom-ation} *Name: n�{f" *Address: �f 6o *Cross Street: *Phone No.: — u S 14 Permit NG.: /1 ) -- Tax-Map District 1000 Section: gam. _. -- � got: *BRW�F DESCRIPTION OF WORK(Please Forint Clearly) (Pfease-Circle All That Apply) *Is job ready for inspection: S I NO Rough In *Do-you need a Temp CeMca#e: YES NO rt�al Temp lrrrEation ed) *Services Size: 9 Pkrase 3PFrase 900 , 150 200 300 350 400 OU w *New Setiirce: Re-connect Underground Number of Metes( Mange of Service Overhead � Additional Information: PAYMENT QUE WITH APPLICATION a2: est for iwedion Farre � �3 _ QJ ' F j Su�F�K BUILDING DEPARTMENT - Electrical Inspector �p TOWN OF SOUTHOLD - Town Hall Annex - 54375 Main Road - PO Box 1179 60 Southold, New York 11971-0959 %d5 Telephone (631)r 765-1802 - FAX (631) 765-9502 roger.richert(atown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION Date: REQUESTED-BY: - -- - - - - --- ----- --- - --- ----- -- - - ---- - - - Company Name: Name: Z. u A [2- ( -E9 L Lo License No.: �'7X email: I oL . Co,M Address: COL.)—$ Phone No.: slG 2 JOB SITE INFORMATION: (All Information Required) Name: ®/L-7 09/- Z) ,1 -JeP Address: 413960 So tJ 7-11 c9 C-Q Cross Street: Phone No.: 6 31 7 3 z1 !�� 3 Bldg.Permit#: A->.<-j)a email: Q n1D��dr-9f cJNic •'►7 Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) A45eJ 0b1A @CL Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final ' Do you need a Temp Certificate?: YE / NO Issued On Temp Information: (All information required) Service Size 1 Ph 3 Ph Size: 4/00 A # Meters Old Meter# Eew:-S:eErvi:cce) Fire Reconnect- Flood Reconnect- Service Reconnected Underground Overhead - # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: Lo PAYMENT DUE WITH APPLICATION q-1-1 4 ,�o a Ma R quest for Inspection FormAs � , �, ,- � -. �.. yam,.. � � .. ���. - �- .:..-:-. .... 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J 3; i s T r � ,� +� r � , ,. ,, ,,� r � r t � -i _, � J ¢ � �,�,. •-.4. .'�. t 1 'W� � . 4 . . ,.. ..W { � y �, -�..., - �_� , r_ .. i _ _ I � .� n - f .. - !'�. __ � _ _ _ n� �� � � _, :.. ��: -- .: _ �. r_ _� _. .� _ �_ -�_ , � _ -- -=� � - - � � _ - _ Y $ sAy�R '��R.w��� :.`[Ac+ �-� 1 A win:� ��Alk e 1..'- .. �� ��� � tsar ^,�' ' �'��,. <.. .;tea.y' '�y. ,�tiK ,g,.. - _- _. � � .._ a i K ...- 4 __ �:.: by r +a= f 5'YJ. �Y r • L .. 1 s r{ S { r r. TAW ol� s � J Ml• �`.- .. J f .. 'tip �.4 � � � � � . t - � ` � �� k * 1 � � ,'t V + e� ��� � '�F + � � ..._�. . � �'} i M �:' �. f �� t � v',-` t - � t .. , r Ay w � O • .. .♦ . y ,..�1�!� M11,e � �� k ' > * i � _ x T �.. �'} � 'y William D. Moore Attorney at Law 51020 Main Road Southold,New York 11971 Tel: 631-765-4663 Fax: 631-765-4643 November 16, 2017 t BY HAND Southold Town Building Department Town Hall Annex Main Road Southold,NY 11971 Re: North Fork United Methodist Church SCTM 1000-63-1-15 Site plan approved Nov. 6, 2017 Southold Planning Board Dear Ladies/Gentlemen: Enclosed please find the following: • Four sets of the site plan prepared by D&D Architects; sheets S-1 /A-1 thru A-9 and E-1 thru E-2 • November 10, 2017 letter from D&D Architects identifying additional specification notes • General Conditions and FEMA Coastal Construction tech sheets • Four sets of site plan prepared by Joseph Fischetti, PE with drainage and parking • Four sets of stormwater drainage plan prepared by Joseph Fishetti We will provide a check from the church treasurer when you can advise the fee for the building permit to be issued. If you require any additional information,please do not hesitate to contact me. Very truly yours, illiam . Moore WDM/mr E Encl. cc: Board of Trustees/North Fork UMC D&D Harvey Architects Joseph Fischetti,PE Client#:776522 RIARKCOR ACORD,. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDNYYY) 5/07/2018 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: USI Insurance Services-SCL PHONE 516 419-4000 AX 877 727-5171 AIC No Ext): A1C No: 333 Earle Ovington Blvd.,Suite E-MAIL 800 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# Uniondale,NY 11553 INSURER A:Arch insurance Company 11150 INSURED INSURER B:Utica National Assurance Company 10687 Riark Corp.dba ABT Design 8r Fire Protection INSURER C: 1724 Church Street INSURER D: Holbrook, NY 11741 INSURER E; INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE N RL WVD POLICY NUMBER MM/DDY EFF MM/DDYNYYY LIMITS A X COMMERCIAL GENERAL LIABILITY MFGL10213000 04/27/2018 04127/2019 EACH OCCURRENCE $1,000,000 CLAIMS-MADE OCCUR PREMISES Ea RENTED $100,000 X PD Ded$2,000 MED EXP(Any one person) s5,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $2,000,000 POLICY❑PRO. LOC PRODUCTS-COMPIOPAGG $2,000,000 OTHER: $ B AUTOMOBILE LIABILITY 4749790 04/27/2018 04/27/201 COMBINED SINGLE LIMIT Ea accident 1,000,000 ANYAUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLYX AUTOS BODILY INJURY(Per accident) $ X AUTOS ONLY X NON-OWNED PROPERTY DAMAGE AUTOS ONLY Per accident $ A UMBRELLA LIAB X OCCUR MFUM08000300 04/27/2018 04/2712019 EACH OCCURRENCE $1,000,000 NDEDEXCESS LIAB CLAIMS-MADE AGGREGATE $1 000 000 RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE I E ANY PROPRIETORIPARTNERIEXECUTIVEE.L EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory in E.L DISEASE-EA EMPLOYEE $ If yes,describe and under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1 — LI DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) CERTIFICATE HOLDER CANCELLATION Town of Southold SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Department ACCORDANCE WITH THE POLICY PROVISIONS. Town Hall Southold,NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION.All rights reserved. ACORD 25(2016/03) 1 of 1 The ACORD name and logo are registered marks of ACORD #S23058199/M23018927 NRTZP Johnsen Controls This certificate is awarded to alex ramirez for the successful completion of the course PYRO-CHEM Kitchen Knight I@ Restaurant Eire Suppression System Online Class by FSP- Special Hazards Date: Wednesday, March 21,2018 4811 " Z H F g- O - O � UNITED 4811 METHODIST ' CHURCH Sunday Worship 10:00am Wed . Prayer 4:30 - 5:30pm 2y2" 631 734 6033 32" I WHITE BACKGROUND W1 BLACK LETTERING A PROVED BY PLA,- VNIG BOARD TOWN OF SO THOLD DATE 11Z� 17 ' D FECC EDUE AUG 0 7 2017 Y Southold Town Planning Board 3y2" 3Y21 03 AUG 17 f .7 . - COMcheck Software Version 4.0.7.2 Review e,L VI I Envelope Compliance Certificate Project Information 44 CC 11 D Energy Code: 2015 IECC Project Title: North Fork Methodist Church Location: Southold, New York Climate Zone. 4a Project Type: New Construction Vertical Glazing/Wall Area: 18% ®LD �OWN ®� ® � Construction Site: Owner/Agent: Designer/Contractor: 43960 CR-48 William Moore David Harvey Southold, NY Attorney at Law D&D Harvey Architects Southold, NY 11971 PO Box 3268 631-765-4663 Sag Harbor, NY 11963 wdmoore@mooreattys.com 631-537-7640 ddharvey@optonline.net Building Area Floor Area 1-Assembly(Religious Building): Nonresidential 7488 Additional Efficiency Package On-site Renewable Energy Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter Roof 1:Attic Roof with Wood Joists,[Bldg.Use 1 -Assembly] 7488 46.0 0.0 0.022 0.027 Floor 1•Wood-Framed,[Bldg.Use 1-Assembly] 7488 25.0 0.0 0.039 0.033 NORTH Basement Wall 1.Solid Concrete:8"Thickness,Normal Density, 300 -- 10.0 0.088 0.108 Furring:None,Wall Ht 4.0,Depth B.G.4.0,[Bldg.Use 1 -Assembly] Basement Wall 2:Solid Concrete:8"Thickness,Normal Density, 350 — 10.0 0.088 0.108 Furring None,Wall Ht 7 0,Depth B.G.7.0,[Bldg Use 1-Assembly] Exterior Wall 1:Wood-Framed,16"o.c.,[Bldg.Use 1 -Assembly] 2015 29.0 0.0 0.054 0.064 Window 1:Wood Frame:Operable,Perf.Specs..Product ID PEL-N-11- 293 — — 0.290 0.450 17360-00002,SHGC 0.24,[Bldg.Use 1-Assembly](b) Door 1:Glass(>50%glazing):Nonmetal Frame,Non-Entrance Door, 75 — — 0 290 0 770 Perf.Specs.:Product ID PELN-218-04199-00001,SHGC 0.19,[Bldg. Use 1 -Assembly](b) EAST Basement Wall 3:Solid Concrete:8"Thickness,Normal Density, 140 -- 100 0.088 0108 Furring:None,Wall Ht 4.0,Depth B.G.4.0,[Bldg.Use 1-Assembly] Basement Wall 4:Solid Concrete:8"Thickness,Normal Density, 280 — 10.0 0.088 0 108 Furring:None,Wall Ht 7.0,Depth B.G.7.0,[Bldg.Use 1 -Assembly] Exterior Wall 2:Wood-Framed, 16"o.c.,[Bldg.Use 1 -Assembly] 1920 29.0 00 0.054 0.064 Window 2:Wood Frame:Operable,Perf.Specs.:Product ID PEL-N-11- 189 — — 0.290 0.450 17360-00002,,SHGC 0.24,[Bldg.Use 1-Assembly](b) Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 1 of 21 f T Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factoria) Perimeter Door 2•Glass(>50%glazing).Nonmetal Frame,Non-Entrance Door, 111 — — 0.290 0.770 Perf Specs.:Product ID PEL-N-218-04199-00001,SHGC 0.19,[Bldg. Use 1 -Assembly](b) SOUTH Basement Wall 5,Solid Concrete:8"Thickness,Medium Density, 300 — 10.0 0.085 0.108 Furring.None,Wall Ht 4.0,Depth B.G.4.0,[Bldg.Use 1-Assembly] Basement Wall 6:Solid Concrete:8"Thickness,Normal Density, 350 — 100 0.088 0 108 Furring None,Wall Ht 7.0,Depth B.G.7.0,[Bldg.Use 1-Assembly] Exterior Wall 3:Wood-Framed,16"o.c,[Bldg.Use 1 -Assembly] 1875 29.0 0.0 0.054 0.064 Window 3:Wood Frame.Operable,Perf.Specs.:Product ID PEL-N-11- 307 -- -- 0 290 0.450 17360-00002,SHGC 0 24,[Bldg.Use 1-Assembly](b) Door 3:Glass(>50%glazing).Nonmetal Frame,Entrance Door,Perf. 75 -- -- 0.290 0.770 Specs..Product ID PEL-N-218-04199-00001,SHGC 0.19,[Bldg.Use 1 -Assembly](b) WEST Basement Wall 7:Solid Concrete:8"Thickness,Normal Density, 400 -- 10.0 0.088 0 108 Furring:None,Wall Ht 4 0,Depth B.G.4.0,[Bldg.Use 1-Assembly] Exterior Wall 4•Wood-Framed, 16"o.c.,[Bldg.Use 1 -Assembly] 1920 29.0 0.0 0.054 0.064 Window 4:Wood Frame:Operable,Pert.Specs..Product ID PEL-N-11- 212 -- — 0.290 0.450 17360-00002,SHGC 0.24,[Bldg.Use 1 -Assembly](b) Door 4:Glass(>50%glazing):Nonmetal Frame,Entrance Door,Perf 111 -- -- 0.290 0.770 Specs.:Product ID PEL-N-218-04199-00001,SHGC 0.19,[Bldg.Use 1 -Assembly](b) (a)Budget U-factors are used for software baseline calculations ONLY,and are not code requirements (b)Fenestration product performa�[nncceL[ fmust bre,certified in accordance with NFRC and requires supporting documentation. Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0.7.2 Review and to comply with any applicable mandatory requirements listed in the Inspection Checklist. b4 v(� c i ��� R��µt FS C' AWS Name-Title Signature Date* ® '<a 01:NES Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 2 of 21 r i COMcheck Software Version 4.0.7.2 Review Interior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: North Fork Methodist Church Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 43960 CR-48 William Moore David Harvey Southold, NY Attorney at Law D&D Harvey Architects Southold, NY 11971 PO Box 3268 631-765-4663 Sag Harbor, NY 11963 wdmoore@mooreattys.com 631-537-7640 Additional Efficiency Package ddharvey@optonline.net On-site Renewable Energy Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Assembly(Religious Budding) 7488 1.00 7488 Total Allowed Wafts= 7488 Proposed Interior Lighting Power A B C D E Fixture ID: Description!Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Assembly(Religious Building LED 1:recessed light.LED PAR 18W. 1 128 18 2304 LED 2:ceiling hanging:LED Other Fixture Unit 16W: 3 3 48 144 LED 3:wall mount:LED Other Fixture Unit 25W: 1 8 25 200 Incandescent 1:kitchen pendants:Incandescent 60W: 1 2 120 240 LED 4:cupola cove:LED Linear 22W: 3 1 66 66 LED 5:kitchen undercab:LED Linear 22W: 1 1 22 22 LED 6:pastor bath ceding:LED Other Fixture Unit 25W: 1 1 25 25 p ...�� Total Proposed Watts= 3001 0 � OIfI�afIAN®f_ e n pnr.'YSflPRy;7@a Now �t��r,00&_ 0Q Interior Lighting Compliance Statement LYJU�n1U Comphance Statement. The proposed interior lighting design represented in this document is consistent with the building plans, specifications,and other calculations submitted with this permit application.The proposed interior lighting systems have been designed to meet the-2015 IECC requirements in COMcheck Version 4.0.7.2 Review and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature �O Date 0 Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 3 of 21 COMcheck Software Version 4.0.7.2 Review Exterior Lighting Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: North Fork Methodist Church Project Type: New Construction Exterior Lighting Zone 2(Neighborhood business district) Construction Site, Owner/Agent Designer/Contractor. 43960 CR-48 William Moore David Harvey Southold, NY Attorney at Law D&D Harvey Architects Southold, NY 11971 PO Box 3268 631-765-4663 Sag Harbor, NY 11963 wdmoore@mooreattys.com 631-537-7640 ddharvey@optonline.net Allowed Exterior Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/Unit Wattage (B X C) Main entry 1 ft of door 20 Yes 20 Other door(not main entry) 6 ft of door 20 Yes 120 Parking area 8 ft2 0.06 Yes 0 Illuminated area of facade wall or surface 3 ft2 01 No 0 Total Tradable Watts(a)= 140 Total Allowed Watts= 141 Total Allowed Supplemental Watts(b)= 600 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 600 watts may be applied toward compliance of both non-tradable and tradable areas/surfaces. Proposed Exterior Lighting Power A B C D E Fixture ID: Description I Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. Main entry(1 ft of door width)Tradable Wattage LED 1-sconce:LED Other Fixture Unit 13W: 1 2 13 26 LED 3.ceiling:LED Other Fixture Unit 16W: 1 1 16 16 Other door(not main entry)(6 ft of door width):Tradable Wattage LED 2:LED Other Fixture Unit 13W 1 1 13 13 Parking area(8 ft2). Tradable Watta9e LED 4 LED Other Fixture Unit 13W: 1 8 12 96 Illuminated area of facade wall or surface(3 fes• Non-tradable Wattage LED 5:LED Other Fixture Unit 13W: 1 3 8 22 Total Tradable Proposed Watts= 151 Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 4 of 21 ok Exterior Lighting Compliance Statement Compliance Statement. The proposed exterior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed exterior lighting systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0.7.2 Review and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date vkW A f? c,.ARKA, 0 S '9 ®�582r '$-OF N�� Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 5 of 21 COMcheck Software Version 4.0.7.2 Review Mechanical Compliance Certificate Project Information Energy Code: 2015 IECC Project Title: North Fork Methodist Church Location* Southold, New York Climate Zone: 4a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 43960 CR-48 William Moore David Harvey Southold, NY Attorney at Law D&D Harvey Architects Southold, NY 11971 PO Box 3268 631-765-4663 Sag Harbor, NY 11963 wdmoore@mooreattys.com 631-537-7640 Additional Efficiency Package ddharvey@optonline.net On-site Renewable Energy Mechanical Systems List Quantity System Type&Description 1 HVAC System 1 (Multiple-Zone): Heating:3 each-Hydronic or Steam Coil,Hot Water,Capacity=400000 kBtu/h No minimum efficiency requirement applies Cooling:1 each-Split System,Capacity=330000 kBtu/h,Air-Cooled Condenser,No Economizer,Economizer exception:Low Operating Hours Proposed Efficiency=11.50 EER,Required Efficiency: 9.50 EER +11.0 IEER Fan System. None 1 Water Heater 1: Gas Instantaneous Water Heater,Capacity:0 gallons,Input Rating:75 kBtu/h w/Circulation Pump Proposed Efficiency.0.62 EF,Required Efficiency:0.62 EF Mechanical Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed mechanical systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.0.7.2 Review and to comply with any applicable mandatory requirements listed in the Inspection Checklist. q tri Name-Title Signature Date �s zf� SOF N Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 6 of 21 COMcheck Software Version 4.0.7.2 Review Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the COMcheck software Text in the "Comments/Assumptions" column is provided by the user in the COMcheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section - Plan Review, Complies? `- Comments%Assumption's' '&Req:ID C103.2 :Plans and/or specifications provide all ;❑Complies ;Requirement will be met. T [PR1]1 information with which compliance ;❑Does Not can be determined for the building :Location on plans/spec:A-7 &D-1 envelope and document where ;❑Not Observable ;exceptions to the standard are ;❑Not Applicable ; ;claimed. C103.2 ;,Plans, specifications,and/or ;❑Complies ;Requirement will be met. [PR2]1 ;calculations provide all information :❑Does Not ;with which compliance can be :Location on plans/spec: supplied by Contractor determined for the mechanical ;❑Not Observable systems and equipment and ;❑Not Applicable ;document where exceptions to the standard are claimed. Load ;calculations per acceptable engineering standards and ; handbooks. C103.2 !Plans,specifications,and/or ;❑Complies ;Requirement will be met. [PR3]1 calculations provide all information ;❑Does Not ;with which compliance can be Location on plans/spec: Supplied by Contractor !determined for the service water ;❑Not Observable heating systems and equipment and ;❑Not Applicable ;document where exceptions to the ; standard are claimed.Hot water ;system sized per manufacturer's ;sizing guide. C103.2 ;,Plans, specifications,and/or ;❑Complies ;Requirement will be met. [PR4]1 calculations provide all information �❑Does Not ;with which compliance can be ; 'Location on plans/spec: E-1, E-2 ;determined for the interior lighting ;❑Not Observable :and electrical systems and equipment ;❑Not Applicable ;and document where exceptions to ; .the standard are claimed. Information ! ;provided should include interior lighting power calculations,wattage of bulbs and ballasts,transformers and ;control devices. C103.2 ;Plans,specifications,and/or ;❑Complies ;Requirement will be met. [PR8]1 calculations provide all information �❑Does Not with which compliance can be UI Observable;Location on plans/spec: SL-1 (determined for the exterior lighting ;and electrical systems and equipment ;❑Not Applicable ;and document where exceptions to ; (the standard are claimed. Information provided should include exterior ;lighting power calculations,wattage of; ; bulbs and ballasts,transformers and control devices. ; C402.4.1 ;The vertical fenestration area <=30 ;❑Complies ;Requirement will be met. [PR10]1 !percent of the gross above-grade wall ;❑Does Not area. ;❑Not Observable;Location on plans/spec:A-3,A-4,A-5,A-6 ❑Not Applicable 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13 ILow Impact(Tier 3) Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 7 of 21 -Section - - #.. -- 3, :Plan: R i .0 pies." Comments/Assumptions_ 1i C402.4.1 ;The skylight area <= 3 percent of the ;❑Complies :Requirement will be met. [PR11]1 ;gross roof area. ;❑Does Not ❑Not Observable;Location on plans/spec: No Skylites ❑Not Applicable C402.4.2 :In enclosed spaces> 2,500 ft2 ;❑Complies :Exception: Requirement does not apply. [PR14]1 directly under a roof with ceiling ;❑Does Not heights>15 ft.and used as an office, lobby, atrium, concourse, corridor, ;❑Not Observable !storage, gymnasium/exercise center, ;❑Not Applicable ;convention center,automotive ; service, manufacturing, non- :refrigerated warehouse, retail store, ;distribution/sorting area, ; transportation, or workshop,the i ;following requirements apply: (a)the daylight zone under skylights is>_ half the floor area; (b)the skylight :area to daylight zone is>= 3 percent with a skylight VT>=0.40; or a minimum skylight effective aperture :>= 1 percent. ; C406 :Plans, specifications, and/or :❑Complies ;Requirement will be met. [PR9]1 calculations provide all information ;❑Does Not with which compliance can be Location on plans/spec: Provided by Solar Company I determined for the additional energy ;❑Not Observable j efficiency package options. ;❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 1,2;' Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: North Fork Methodist Church Report date: 02/09118 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 8 of 21 ;Section. ##`. ;,Foot ing,,/'Foundation Inspection_ Complies. Comments/Assum'ptions: C303:2` Below-grade wall insulation installed ;❑Complies ;Requirement will be met. [F02]2 ,'}j per manufacturer's instructions. UDoes Not t 1f ;❑Not Observable Location on plans/spec:A-7 ;❑Not Applicable C303.2.1 :Exterior insulation protected against ;❑Complies ;Requirement will be met. [FO6]1 :damage,sunlight, moisture,wind, ;❑Does Not ;landscaping and equipment ;maintenance activities. ,❑Not Observable ;❑Not Applicable C402.1A, Below-grade wall insulation R-value. ❑Complies ;See the Envelope Assemblies table for values. [F01]2 _ ;❑Does Not ❑Not Observable ;❑Not Applicable ; C402.2.6�',, Radiant heating systems panels ;❑Complies ;Exception: Requirement does not apply. [FOAZF,,� insulated to>=R-3.5 on face opposite :❑Does Not space being heated. ; See the Envelope Assemblies table for values. ❑Not Observable: ' ;❑Not Applicable C403.2.4. Snow/ice melting system sensors for ;❑Complies ;Exception: Requirement does not apply. 5,-`-- - future connection to controls. Freeze ;❑Does Not j 0403,2;4:',protection systems have automatic ❑Not Observable: ,controls installed. [F091,-, ,y3 i❑Not Applicable , Additional Comments/Assumptions: 11 High Impact(Tier 1) '2.. Medium Impact(Tier 2) =3°`Low Impact(Tier 3) Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 9 of 21 Section 14 ies? # Oriii�ing Y)t660 C _CoMment!�/AssuMptions'!' `11D ,C303.1.3 Fenestration products rated in :LJComplies :Requirement will be met. [FR12]1', ")accordance with NFRC. UlDoes Not Location on plans/spec:A-1,A-9 :E]Not Observable: :E]Not Applicable � C303.1.3 Fenestration products are certified as E]Complies :Requirement will be met. [FR13]1 :to performance labels or certificates :E]Does Not provided. Location on plans/spec:A-9 UNot Observable: ONot Applicable C402.4.3 ;Vertical fenestration SHGC value. t1complies ;See the Envelope Assemblies table for values. [FR10]1 :E]Does Not :[]Not Observable; !E]Not Applicable C402.4.3, Nertical fenestration U-Factor. ElComplies See the Envelope Assemblies table for values. C402.4.3. :[:]Does Not 4 [FR8]" UNot Observable: :F-]Not Applicable 6402,.4.4 U-factor of opaque doors associated_�,E]Complies See the Envelope Assemblies table for values. 'jFRIO Jwith the building thermal envelope :E]Does Not imeets requirements. :[]Not Observable: �E]Not Applicable C402.'5.T,'---Vestibules are installed on all building -]Complies :.Exception: Doors not intended to be used as a building [FR17F.-*.entrances. Doors have self-closing :E]Does Not ;entrance. -,,,devices. ZINot Observable; Location on plans/spec:A-1 :,E]Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier—1) 2 1 Medium Impact(Tier 2) 3. Low Impact(Tier 3) Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 10 of 21 Soetio 1cnne9tsAss iptionsPlumbinq-Rough;. nInspection' C6inplies _ 6 / Ite q.i C404.5 ',,-Heated water supply piping conforms :L-JComplies Exception:Requirement does not apply. 'C464.5:1, to pipe length and volume :[]Does Not C410`4.5-.2' requirements. Refer to section details. : [PL6]3',' UNot Observable: :E]Not Applicable 0404.5, Heated water supply piping conforms ClComplies Exception: Requirement does not apply. "Ito pipe length and volume UDoes Not �C404.5.2, I requirements. Refer to section details. hNot Observable; [PL6]3 ![:]Not Applicable C404.6.1, !Automatic time switches installed to iElComplies Exception: Requirement does not apply. C404.6.2 !automatically switch off the :E]Does Not [PL3]1 :recirculating hot-water system or heat;,FlNot Observable: :trace. :E]Not Applicable t C404''63'1Pumps that circulate water between a :13Complies Exception: Requirement does not apply. E 0-13 Is iEboes Not P1, heater and storage tank have controls -,;that limit operation from startup to : <= 5 minutes after end of heating ;FlNot Observable; ;cycle. :E]Not Applicable -J 0404;:6.3', )Pumps that circulate water between a iElComplies ;Exception: Requirement does not apply. [PI-7]�'r, heater and storage tank have controls :[]Does Not that limit operation from startup to 5 minutes after end of heating :[]Not Observable; ,cycle.ycl �[]Not Applicable water distribution system that pumps 1,E]Complies !Exception: Requirement does not apply. [pL8]3,,� water from a heated-water supply UDoes Not pipe back to the heated-water source : through a cold-water supply pipe is a :E]Not Observable : demand recirculation water system. ONot Applicable Pumps within this system have controls that start the pump upon receiving a signal from the action of I user of a fixture or appliance and limits the temperature of the water -en er t Ing the cold-water piping to -,_1 1047. 0404.7 `-"Mater distribution system that pumps bComplies :Requirement will be met. ,[PL9]3 water from a heated-water supply :E]Does Not pipe back to the heated-water source through a cold-water supply pipe is a jMNot Observable demand recirculation water system. :E]Not Applicable I Pumps within this system have _a controls that start the pump upon receiving a signal from the action of a user of a fixture or appliance and :limits the temperature of the water entering the cold-water piping to 104°F. Additional Comments/Assumptions: 11 High Impact(Tier 1) 2-',l Medium Impact(Tier 2) 3 Low Impact(Tier3) Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 11 of 21 Section : # Mechanical Rough--1n:`Inspection complies?', Comments%Assumptions° _ Se Req.ID 0402.2.6 I Thermally ineffective panel surfacesrof;❑Complies :Exception: Requirement does not apply. [ME41)3, `sensible heating panels have ;❑Does Not ;insulation >= R-3.5. ; ; ❑Not Observable, ' I❑Not Applicable C402-5.5, ;Stair and elevator shaft vents have ;❑Complies ;Exception: Requirement does not apply. 0403.2.4.^{motorized dampers that automatically ❑Does Not ;close. [ME3]3 '❑Not Observable �I ' ❑Not Applicable 0402.5.5, Outdoor air and exhaust systems have;❑Complies ;Exception: Gravity dampers acceptable in buildings 3 stories. C403:2.4. motorized dampers that automatically ;❑Does Not `3�,' - ' (shut when not in use and meet Location on plans/spec:A-7 [ME58j3 • {maximum leakage rates.Check ;'❑Not Observable: gravity dampers where allowed. ❑Not Applicable 0403.2.12;HVAC fan systems at design ;❑Complies ;Requirement will be met. ;.1'. „�conditions do not exceed allowable ;❑Does Not [ME65j3, ;;fan system motor nameplate hp or fan :See the Mechanical Systems list for values. system bhp. ;❑Not Observable ;❑Not Applicable ; C403.2.12!Fans have efficiency grade(FEG) >= ;❑Complies :Exception. Fans included in equipment having certified seal .3 67.The total efficiency of the fan at ;❑Does Not :for air or energy performarice of the equipment package. [ME117]2 the design point of operation <= 15% iof maximum total efficiency of the ;❑Not Observable! fan. ;❑Not Applicable C403:'2,13 Unenclosed spaces that are heated ;❑Complies ;Exception: Requirement does not apply. [ME71]2, ,use only radiant heat. ;❑Does Not I ❑Not Observable ;❑Not Applicable ; 0403.2.3 HVAC equipment efficiency verified. ;[]Complies ;See the Mechanical Systems list for values. [ME55]2 I ;❑Does Not ;❑Not Observable f ;❑Not Applicable C403.2.4. ;Zone isolation devices and controls ;❑Complies ;Requirement will be met. 4 !installed where applicable. ;❑Does Not [ME112]3 ;❑Not Observable:Location on plans/spec: HVAC submitted by contractor :❑Not Applicable C403.2.6. :Demand control ventilation provided :❑Complies Exception: Requirement does not apply. 1 :for spaces>500 ft2 and >25 ;❑Does Not [ME59]1 ;people/1000 ft2 occupant density and 1 :served by systems with air side ❑Not Observable economizer, auto modulating outside :❑Not Applicable ; :air damper control,or design airflow >3,000 cfm. 0403:2.6. ;Enclosed parking garage ventilation ;❑Complies ;Exception: Requirement does not apply. 2 .!has automatic contaminant detection :❑Does Not [ME115)3, ;and capacity to stage or modulate ;fans to 50%or less of design capacity. ;❑Not Observable I ;❑Not Applicable C403.2.7 Exhaust air energy recovery on ❑Complies :Exception: Requirement does not apply. [ME57]1 :systems meeting Table C403.2.7(1) ;❑Does Not ; and 0403.2.7(2). :❑Not Observable ;❑Not Applicable C403.2.8 ;Kitchen exhaust systems comply with ;❑Complies ;Requirement will be met. [ME116]3 ;replacement air and conditioned ;❑Does Not supply air limitations,and satisfy hood; ;Location on plans/spec: Contractor to supply rating requirements and maximum �❑Not Observable exhaust rate criteria. ;❑Not Applicable ; , 111 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 12 of 21 Section - #; ' . '.Mechanical Rough=ln,Inspection' Complies? Comments/Assumptions- 6a'Reo.ID _ r C403,2.9 1 HVAC ducts and plenums insulated. ;❑Complies :Requirement will be met. [ME60]2 Where ducts or plenums are installed ;❑Does Not in or under a slab,verification may t� ❑Not Observable need to occur during Foundation ; i ❑ Inspection. ; Not Applicable ; C403.2.9 iDucts and plenums sealed based on ;❑Complies ;Requirement will be met. ;[ME10]?.,, static pressure and location. ;❑Does Not ❑Not Observable ❑Not Applicable 0403.2.9. i Ductwork operating >3 in.water ;❑Complies ;Requirement will be met. .1.3 Icolumn requires air leakage testing. ;❑Does Not [MEli]3, ;Location on plans/spec: HVAC submitted by Contractor ❑Not Observable ❑Not Applicable C403.4.1. 'Hydronic and multizone HVAC system ;❑Complies :Exception: Requirement does not apply. 1 ' x controls areVAV fans driven by ;❑Does Not [114E75]2. mechanical or electrical variable i speed drive per Table C403.4.1.1. ;❑Not Observable '❑Not Applicable ; C403,4.1. VAV fans have static pressure sensors ;❑Complies ;Exception: Requirement does not apply. 2 located so controller setpoint<=1.2 :❑Does Not [ME67]2 I w.c.. ❑Not Observable ;❑Not Applicable 0403,.4.1.• Reset static pressure setpoint for DDC ;❑Complies ;Exception: Requirement does not apply. 3 ,. • controlled VAV boxes reporting to ;❑Does Not [ME24]2 ,central controller based on the zones requiring the most pressure. ;❑Not Observable ❑Not Applicable C403.4.2 Temperature reset by representative ;❑Complies ;Requirement'will be met. [ME69]3 building loads in pumping systems for ❑Does Not chiller and boiler systems>500,000 Location on plans/spec: Not Applicable Btu/h. 1❑Not Observable ❑Not Applicable ; C403.4.2. Three-pipe hydronic systems using a ;❑Complies ;Requirement will be met. 1 common return for hot and chilled ;❑Does Not [ME50]2 water are not used. ❑Not Observable ❑Not Applicable C403.4.2. ;Hydronic systems greater than ;❑Complies :Requirement will be met. 4 ;500,000 Btu/h designed for variable :❑Does Not [ME68]3 fluid flow. ; ;Location on plans/spec: N/A ❑Not Observable, ❑Not Applicable 0403.4.2.. ,Chilled water plants with multiple ;❑Complies ;Requirement will be met. 6',` ,:chillers have capability to reduce flow ;❑Does Not [ME26]3 ;automatically through the chiller plant ;❑Not Observable plant ;Location on plans/spec: N/A when a chiller is shut down. Boiler plants with multiple boilers have the ;❑Not Applicable capability to reduce flow automatically ;through the boiler plant when a boiler is shut down. C403.4.4. ;Multiple zone VAV systems with DDC ;❑Complies ;Exception: Requirement does not apply. 6 of individual zone boxes have static ;❑Does Not [INEl`10]3 I pressure setpoint reset controls. See the Mechanical Systems list for values. !❑Not Observable ;❑Not Applicable C403.4.5 I Condenser heat recovery system that ;❑Complies :Exception: Facilities providing 60%of their service water IM E31]3 can heat water to 85 QF or provide 1 -]Does Not ;heating from site-solar,site-recovered, or other energy {60%of peak heat rejection is installed ; ;sources. Efor preheating of service hot water. ;❑Not Observable ❑Not Applicable :Location on plans/spec: N/A 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 13 of 21 #: ';Mechanical'.Rough=li Inspection' Complies?' Comments/Assumptions - &'Req.1D - - C408.23. ;Air outlets and zone terminal devices I❑Complies :Requirement will be met. 1 - 3 have means for air balancing. ;❑Does Not [ME5313• ; I :.[--]Not Observable; ;❑Not Applicable C408:2.2.,,i HVAC hydronic heating and cooling ;❑Complies ;Requirement will be met. =2a coils have means to balance and have ;[]Does Not [ME54]3 I pressure test connections. ;❑Not Observable I Location on plans/spec: N/A ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) '2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 14 of 21 Section, :;._ = # Rough-In Electrical,ins'pection f _ ~'Complies? " ,Comments`/Assumptions° i C405.2.1 :Lighting controls installed to uniformly ❑Complies :Exception: Lighting that is related to means of egress in [EL15]1 - !reduce the lighting load by at least ;❑Does Not stairways, ramps,corridors, or emergency routes. '50%. i :❑Not Observable Location on plans/spec: E-1, E-2 ❑Not Applicable ; C405.2.1 ;Occupancy sensors installed in ❑Complies ;Exception:Automatic-on controls are allowed in corridors, [EL18]1 required spaces. ;❑Does Not stairways, restrooms, primary building entrance areas and ❑Not Observable;lobbies, and areas where manual-on controls could impact safety or security. ❑Not Applicable 0405.2:1,' Independent lighting controls installed ;❑Complies ;Exception:Areas such as security or emergency areas that C405.2.2. per approved lighting plans and all ❑Does Not meed continuous lighting. 3 manual controls readily accessible and i❑Not Observable [EL23]21 visible to occupants. ❑Not Applicable i Location on plans/spec: E-1,E-2 C405.2.2. Automatic controls to shut off all i❑Complies ;Exception: Lighting that is related to means of egress in T building lighting installed in all ;❑Does Not stairways, ramps,corridors, or emergency routes. [EL22]? buildings. ;❑Not Observable ❑Not Applicable C405.23 Daylight zones provided with ❑Complies Requirement will be met. [EL16]2 individual controls that control the ;❑Does Not lights independent of general area ❑Not Observable lighting. ;Location on plans/spec: E-1,E-2 g g' ;❑Not Applicable ; C405.2.3, Primary sidelighted areas are ;❑Complies :Requirement will be met. C405.2.3. equipped with required lighting ;❑Does Not 1, controls. ;❑Not Observable;Location on plans/spec: E-1,E-2 C405.2.3. 2 ; ;❑Not Applicable , [EL20]1 C405.2.3, `Enclosed spaces with daylight area bComplies Exception: Requirement does not apply. C405.2.3. !are skylights and rooftop monitors ;❑Does Not ; 1, !are equipped with required lighting 1❑Not Observable C405.2.3. controls. ;❑Not Applicable , 3 [EL21]1 1 C405.2.4 !Separate lighting control devices for ;❑Complies :Requirement will be met. [EL4]1 :specific uses installed per approved ;❑Does Not ;lighting plans. Location on plans/spec: E-1, E-2 ❑Not Observable :,[]Not Applicable C405.2.4 ;Additional interior lighting power ;❑Complies ;Requirement will be met. [EL8]1 :allowed for special functions per the ;❑Does Not ;approved lighting plans and is ;Location on plans/spec: E-1,E-2 automatically controlled and ❑Not Observable separated from general lighting. ❑Not Applicable ; C405.2.5 ;Automatic lighting controls for exterior;❑Complies .Exception: Emergency lighting normally auto controlled to off [EL25]no° ;lighting installed.Controls will be ;❑Does Not ;during building operation,safety requirements, or decorative ;daylight controlled,set based on :gas lighting. :business operation time-of-day, or ;❑Not Observable t❑Not Applicable ;reduce connected lighting > 30%. :'Location on plans/spec: SL-1 photometric site Plan, E-1, E-2 C405.3 ;Exit signs do not exceed 5 watts per I.ElComplies Requirement will be met. [EL6]1 :face. ;❑Does Not ❑Not Observable:Location on plans/spec: E-1,E-2 ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 15 of 21 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 13'1 Low impact(Tier 3) Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 16 of 21 # Insulation Inspection <, Complies?'.`' Comments/Assumptions & Req.ID „ C303.1 ;Roof insulation installed per ;❑Complies ;Requirement will be met. [IN3]1 :manufacturer's instructions. Blown or ❑Does Not poured loose-fill insulation is installed ❑Not Observable:Location on plans/spec:A-7 ;only where the roof slope is<=3 in 12. ;❑Not Applicable ; C303.1 Building envelope insulation is labeled ;❑Complies ;Requirement will be met. [IN10]2 (with R-value or insulation certificate ;❑Does Not `providing R-value and other relevant ❑Not Observable data. ;❑Not Applicable C303.2 ;Above-grade wall insulation installed ;❑Complies Requirement will be met. [IN7]1 per manufacturer's instructions. E❑Does Not []Not Observable;Location on plans/spec:A-7 ❑Not Applicable C303.2, Floor insulation installed per ;❑Complies ;Requirement will be met. C402.2.4 manufacturer's instructions.Cavity or :.❑Does Not [IN9]2 structural slab insulation installed in ❑Not Observable;Location on plans/spec:A-7 permanent contact with underside of ; decking or structural slabs. ;❑Not Applicable C303.2.1 .j Exterior insulation is protected from ;❑Complies ;Exception: Requirement does not apply. '[11\114]2:° ` damage with a protective material. :❑Does Not Verification for exposed foundation „insulation may need to occur during ;❑Not Observable (Foundation Inspection. ;❑Not Applicable C402.2,.1,;Insulation intended to meet the roof ;❑Complies ;Requirement will be met. [IN17]3'' '}insulation requirements cannot be ;❑Does Not installed on top of a suspended ;Location on plans/spec:A-7 !ceiling. Mark this requirement ❑Not Observable compliant if insulation is installed ❑Not Applicable accordingly. C402.2.3 ;Above-grade wall insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [IN6]1 :❑Does Not ;❑Not Observable ❑Not Applicable C402:2.5 Floor insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [IN8]2 ;❑Does Not ;❑Not Observable; ❑Not Applicable C40Y2..6 ;Radiant panels and associated ;❑Complies ;Exception: Requirement does not apply. [IN18]3 components,designed for heat ;❑Does Not transfer from the panel surfaces to the,❑Not Observable occupants or indoor space are insulated with a minimum of R-3.5. :❑Not Applicable ; C402.2.2 ;Roof R-value. For some ceiling ;❑Complies ;See the Envelope Assemblies table for values. [IN2]1 :systems,verification may need to ;❑Does Not occur during Framing Inspection. ❑Not Observable ❑Not Applicable C402.5.1. ;All sources of air leakage in the ;❑Complies ;Requirement will be met. 1 building thermal envelope are sealed, :❑Does Not [IN1]1 ;caulked, gasketed,weather stripped ; ;Location on plans/spec:A-7 &D-1 or wrapped with moisture vapor- ;❑Not Observable permeable wrapping material to ❑Not Applicable ;minimize air leakage. ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 33 1 Low Impact(Tier 3) Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 17 of 21 Sectiop Final lnspectiori ,- Complies? Corrimerits%Assumptions & Req.ID C303.3, Furnished O&M instructions for ;❑Complies ;Requirement will be met. ,C2108.2.5_1 systems and equipment to the ;❑Does Not 2 ' ;building owner or designated ; F11713, representative. ❑Not Observable ;❑Not Applicable ,0303:3;%,,,Furnished O&M manuals for HVAC ;❑Complies ;Requirement will be met. C468,2.5;';systems within 90 days of system ;❑Does Not 3 ;acceptance. ; [F18]3 ❑Not Observable; i❑Not Applicable C402.5 ;Building envelope contains a ;❑Complies ;Requirement will be met. [FI55]1 ;continuous air barrier that has been : Does Not ;tested and deemed to limit air leakage;❑❑Not Observable;Location on plans/spec:A-7, D-1 <=0.40 cfm/ft2. ❑Not Applicable C402.5.6 ;Weatherseals installed on all loading ;❑Complies ;Exception: Requirement does not apply. [FI37]1 dock cargo doors. ;❑Does Not ; ;❑Not Observable ❑Not Applicable C403.2.2;HVAC systems and equipment ;❑Complies ;Requirement will be met. [F12713, i capacity does not exceed calculated ;❑Does Not loads. ;❑Not Observable; ❑Not Applicable C4,03'2.4.,,,Heating and cooling to each zone is ❑Complies :Requirement will be met. I:,- +controlled by a thermostat control, ;❑Does Not [FI47]3 Minimum one humidity control device ❑Not Observable:Location on,pians/spec: HVAC submitted by contractor per installed humidification/dehumidification ;❑Not Applicable I system. C403.2.4. !Thermostatic controls have a 5 °F ;❑Complies ;Exception: Precision indoor temperature control required. 1.2 i deadband. ;❑Does Not [F138]3 ,,' ,❑Not Observable: ;❑Not Applicable C403.2:4'. ;Temperature controls have setpoint ;❑Complies ;Exception: Requirement does not apply. 1.3 = 1 overlap restrictions. ;❑Does Not [FI20]3 ;❑Not Observable ;❑Not Applicable C403.2.4. ;Each zone equipped with setback ;❑Complies ;Requirement will be met. 2 }controls using automatic time clock or ;❑Does Not [FI39]3" +programmable control system. ;❑Not Observable: ;❑Not Applicable C403.2.4. ;Automatic Controls: Setback to 55°F ;❑Complies ;Exception: Requirement does not apply. 2.1,' (heat)and 857(cool); 7-day clock, 2- 1❑Does Not C403.2.4. ;hour occupant override, 10-hour 2.2 'backup :❑Not Observable; [F140]3 ;❑Not Applicable 0404.3 ;Heat traps installed on supply and ;❑Complies :Exception: Integral heat trap installed. [FI11]3 Jdischarge piping of non-circulating UDoes Not `systems. ;❑Not Observable: ❑Not Applicable C404.4` �AII piping insulated in accordance with :❑Complies ;Requirement will be met. (FI25]2 ;section details and Table C403.2.10. ;❑Does Not ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 1,2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 18 of 21 Section Final Inspection's" r-' Complies? ':Comments/Assumptions, '.kw & Req.ID 'F ,C404.6.1 ,;Controls are installed that limit the ;❑Complies ;Exception: Requirement does not apply. [FI12]3' ' .,!operation of a recirculation pump ;❑Does Not ;installed to maintain temperature of a ,;storage tank. System return pipe is a ;❑Not Observable dedicated return pipe or a cold water :❑Not Applicable ;supply pipe. ; C405.4.1 ;Interior installed lamp and fixture ;❑Complies ;See the Interior Lighting fixture schedule for values. [FI18]1 lighting power is consistent with what :,❑Does Not :,is shown on the approved lighting ; ; plans, demonstrating proposed watts ;❑Not Observable are less than or equal to allowed ❑Not Applicable watts. ; C405.5.1 ;Exterior lighting power is consistent ;[]Complies ;See the Exterior Lighting fixture schedule for values. [FI19]1 :with what is shown on the approved ;❑Does Not ;lighting plans, demonstrating ❑Not Observable ;proposed watts are less than or equal ;❑Not Applicable oto allowed watts. C406.5 ;On-site renewable efficiency package. ;❑Complies :Requirement will be met. [FI49]1 :One of the following levels of ;❑Does Not renewable energy must be satisfied: ❑Not Observable;Location on plans/spec: Solar Panels on Roof A-5 ;Provide>= 1.75 Btu/h, or>=0.50 :watts per square foot of conditioned :❑Not Applicable ;floor area or provide>= 3 percent of ; ;the energy used within the building for: ;mechanical and service water heating ;equipment and lighting. ; C408.2.1 ;Commissioning plan developed by ;❑Complies ;Requirement will be met. [FI28]1 :registered design professional or ;❑Does Not approved agency. ;❑Not Observable ;❑Not Applicable C408.2.3. ;HVAC equipment has been tested to ;❑Complies ;Requirement will be met. 1 :ensure proper operation. :❑Does Not [FI31]1 ; ;❑Not Observable; j ;❑Not Applicable C408.2.3. ;HVAC control systems have been ;❑Complies ;Requirement will be met. 2 :tested to ensure proper operation, ;❑Does Not [FI10]1 :calibration and adjustment of controls.:[-]Not Observable ❑Not Applicable C408.2.4 ;Preliminary commissioning report ;❑Complies ;Requirement will be met. [FI29]1 !completed and certified by registered :❑Does Not :design professional or approved ;❑Not Observable;Location on plans/spec: Provided by Contractor agency. ;❑Not Applicable C408-.2.5."!Furnished HVAC as-built drawings ;,[]Complies ;Requirement will be met. 1 (submitted within 90 days of system ❑Does Not [FI7]3,, ;acceptance. ;❑Not Observable: ❑Not Applicable 0408:2.5.` ;Furnished as-built drawings for ;❑Complies ;Requirement will be met. 1 electric power systems within 90 days ;❑Does Not [FI16]3 ;of system acceptance. ; ❑Not Observable: ❑Not Applicable C408.2.5. ;An air and/or hydronic system ;❑Complies :Requirement will be met. 3 balancing report is provided for HVAC ;❑Does Not Location on plans/spec: Supplied by Contractor [FI43]1 systems. _ :Location Observable; ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) -3 ILow Impact(Tier 3) Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 19 of 21 Section. Final Inspection" Complies? Comments/Assumptions r' &;Req.ID C408.2.5. ;Final commissioning report due to ;❑Complies :Requirement will be met. 4 :building owner within 90 days of ;❑Does Not [F130]1 receipt of certificate of occupancy. ❑Not Observable;Location on plans/spec: Supplied by Contractor ❑Not Applicable C408.3 :Lighting systems have been tested to ;❑Complies !Requirement will be met. [FI33]1 ensure proper calibration,adjustment, :❑Does Not `programming, and operation. ;❑Not Observable!Location on plans/spec: E-1,E-2 ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1'2 1 Medium Impact(Tier 2) 3.1 Low Impact(Tier 3) Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 20 of 21 s Project Title: North Fork Methodist Church Report date: 02/09/18 Data filename: C:\Users\Owner\Documents\COMcheck\North Fork Church FINAL 020918.cck Page 21 of 21 LEGEND PYRO CHEM SYSTEM X NEW EXISTING SYSTEM DIAGRAM FRONT VIEW SCALE ,/a G=MECHANICAL GAS SHUT OFF VALVE GAS VALVE X NEW EXISTING - I P=REMOTE MANUAL PULL STATION PCL160 X PCL300 PCL460 PCL600 DRAWN BY: ALEXANDER RAMIREZ 11/01/18 NMCH3=MECHANICAL CONTROL HEAD PIPING MATERIAL BLACK MS=MICRO SWITCH SUPPLY PIPE SIZE 3/8" BRANCH PIPE SIZE 3/8" THIS INDICATES 3/8" BRAND GAS VALVE TYPE MECH SIZE 1 if ASCOT ®�,� SCHEDULE 40 BLACK PIPE 1-360DEGREE THIS INDICATES%" DETECTOR TEMPERATURE RATING 2-450 DEGREE QTY 3 SCHEDULE 40 BLACK PIPE HOOD SIZE: V X 45"X 24" 12"X 12" 12 x E DUCT SIZE: DUCT OPENING ' \ NMCH3 THIS INDICATES HOOD SIZE: DUCT SIZE: \y ------------- STAINLESS STEEL CABLE 1L ----------------------- RUN IN'/z"EMT CONDUIT MS ------------- ' FLOW POINTS 7 EQUIPMENT NOZZLE SURFACE NOZZLES1H p OTTY_ AREA PART# HEIGHTS LOCATIONS C • L 3 SCALE 1/" DUCT 2D 0-100 CENTERLINE 2n ° SHELF SHELF PROTECTION DUCT 1 12"X 12" 1 L 0-50 CENTERLINE 1L 1L 1L PLENUM 1 6'X 45" 1 H 10'X 4' 2"OFF FILTER ® SHELF 6BURNER P ------- A PLENUM 1H 10'X4' 2"OFF FILTER R 18" 36"x23" 1 _v -2H CENTERLINE E 16 BJ �\ I FRYER �_ 18"X 18" 24 -4$" ' R FRYER 2H 24"-48" CENTERLINE G ---`---- 6 BURNER RANGE 3 36"X 24" 1 L 13"-24" CENTERLINE PIPE TAPE NO WHEELS ON FLOOR ALCULATED PIPE VOLUME 3/8"=712.5m1 USED APPLIANCES PERIMETER MAX PIPE VOLUME 1910m1 MAX VOLUME BETWEEN FIRST&LAST NOZZLE 1125m1 LARGE WOK 2H 24"-4$" A- NOZZLE 22"FROM END SMALL WOK 1 H 24"-48" PERIMETER FIRE MARSHAL OF HAZARD NOZZLE HEIGHT MUST SMALL GRIDDLE 1 L 10"-24" ABOVE CORNER B_ BE BETWEEN 13"-24" SMALL GRIDDLE 1 H 24"-48" ABOVE CORNER C- NOZZLE MUST BE GAS/ELEC RAD 1 H 24"-48" PERIMETER CENTERED LEFT TO RIGHT GAS/ELEC RAD 2H 36"-48" ABOVE CORNER LAVA ROCK 2L 15"-35" PERIMETER NATURAL/MES 1 H 24"-35" PERIMETER ENGINEER ABOVE THE GRATE AT CHESSE MELT 1 L 37"X 5" THE FRONT EDGE CANDY STOVE 2L 34"-48" CENTERLINE X FRYER TO HAVE LIMIT CONTROL TO SHUT OFF FUEL AT 425 DEGREE PART'S x DETECTORS SHALL BE LOCATED OVERALL EQUIPTMENT s� x SYSTEM INSTALLED AS PER UL300,MANUFACTURERS&AHJ PCL-160553163PCL-300=551194 y9 X MANUAL PULL LOCATED MAX 10'-20'FROM HOOD&48' FROM FLOOR PCL-460=551193 �Y x ALL FUEL SOURCES ARE GAS UNLESS OTHERWISE NOTED PCL600=551196 X THE FOLLOWING FUNCTIONS TO OPERATE UPON SYSTEM DISCHARGE QUICK SEAL',T=550859 , *MAKE UP AIR SUPPLY SHUT DOWN*GAS FUEL SHUTS OFF IN KITCHEN QUICK TEAL REMOTE PULL=551074550757 cn # *EXHAUST FAN REMAINS ON*ELECTRIC FUEL SHUT OFF UNDER HOOD LINK KIT=550131 CS a *FIRE ALARM SHALL ACTIVATE IF ONE IS INSTALLED CORNER PULLEY=423250 (Ir CONTROL HEAD=NMCH3 �W 360 DEGREE LINK=550009 CONTRACTOR: LOCATION: IHNOZZLEE=551029 � 075r.*-' ABT DESIGN &FIRE PROTECTION 2H NOZZLE=551028 �ESS1Ot%ANIL 2L NOZZLE=551027 1724 CHURCH STREET NORTH FORK METHODIST CHURCH 2D NOZZLE=551038 HOLBROOK, NY 11741 1 43960 CR-48 GAS VALVE=i°=550539 SOUTHOLD,NY 11963 GAS VALVE 1"=550594 631-878-4896 FAX#631-878-5727 GAS VALVE 1'/.°=550595 GAS VALVE =550596 SUFFOLK COUNTY LIC#111 GAS VA E12"=551049 GAS VALVE 2W=550185 GAS VALVE 3"=550186 Adva nand I aentraiss • Mie.'Y+•n�M-.'en.'�, ..+vs..�,.u.,.�.ae.1..cw..n�'+�v�e.+nnc,...w.y . ' ^-1,ti..-v3wR+r^�wr+...n-.g..sa�.ss.+*�e4^,�.w*w.��.r .^,4rr.�: -:�U,..,.s.�J'� a;r:;5..f.�w�.•, Oatesheat Crede US!714438 �}�09�fiherstel fteremicg is a busin9ae cP Mclean AdVanood Mataflalo ;A in s Product Features o Thin and Lightweight at I-112"(33mm)thick, d 6 pct(96 kglnt3)density a Contours eeelly to complex duct designs o Grease duct Installation UL and ULC Listed with butt Joints at all seams on both layers • '""' °Fully fail encapsulated for fast and clean installation n Contains 21920P(1200°C)rated fibers ..• � ' °Microbial Resistance validated by UL Environment . �--s `y,.••'., ,,«s` •r °Good sound absorption Compliant to IMC,NEPA 96,UMC,CMC,CNSC �� -_, ,�,, 2•APPOloatlons 2 hour enclosure and firestop system for Idtchen exhaus duct 2bro olserance to combustibles USTSD °1,2 and 3 hour enclosure and Orastop system for hazardous exhaust ducts, pressurization ducts,clothes ..il dryer exhaust ducts,crash and linen chutes,and other fire rated HVAC ducts 9 hour electrlcai olroult Integrity protection pn� °engineered and tested solutions for fire protecttor,of ame ae®9 b ®�t�mIBmla�atonatremledeaa uy �ny�i,°emcnlC! structural steel and storage vessels per ASTM IH 10, ae otco ,anb a 1130134,and UL1709 ergcess Duct Rnclo eure system a.1°1ped"Iflaations a Division 2307 00 for Isaac) Air ValaUb tbit buert Inalossuve gyatm 0913peo and Auto=available online, Pmd%mt 06%&tratU119tion Guide viww.arest.com/Sd/Cllentalthsrmcfar.html. Io Product laseelp lia" Thermal Ceramics PireMester FastWrtap XL Is a flexible Y'kserntet Csas�rnlc8 FlraMaetara Fa®twre ?�l.ls a flexible high temperature insulation rated to 2192 F('1200 C) p that Is fully ancepsulated in 1=519 facing. Ths duct blankateomposed of high tsmpsrature ttbars oiassiited for enclosure system shall be listed by UL and for ULC per 901i011110n®W 2192*P(U0000)and ttll(y encapsulated in ASTM E 2396,OANIULC$144 and 180 6944 for a durable 01098 fiber velftroed fall facing for easy handling 1»,2-and 3-hour rating and zero clearance to !arid lnetalli6l), Therwlal Ceramics FasliAfrap XL Is UL and o®ntbustibles,and tested per ASTM 84 for a same! X LO Ustad for I and 2 hourfire roololive snalosure smoke rating less than 26!50. Insulation shall have a prbWaftl)2110,01161 OO for kitchen WhlaUst ducts, nominal thlokness of 1-1/2 inches(36 mm)and density sleob'l®al cllrcuit protection,and as a oompontant In UL of 6 iball!P(96 kglrm3). insulation shalt have a R-Value of Imatop dosighe for Ire resit nee rated ftoors,callings,and 7.3 at 7511 installation shall be in$trick accordance to walls. The cove them In 1°l a lUrap XL are manufactured manufacturers published Installation instructions,UL or using Thermal Gera toe patented ftww®clsfiber which is ULC Listings,and shop drawings. Fast®oor'M XL shall an salkallne,ea'1h elilcate wool with low biopersistence and be uead for duct access where specified or as required theralbrra lnureased safety ibr installers, FastWrsp XL is by code. under ULfs FauowQUp Slam!®is Program t®ensure the cogststent quality®ssean181 to this 0116-safety application. www.morg@nthermalceramice.com 12;2014 page 1 of 8 or n 14d�e�a(3d IWl��Iq(�ls - ' 4.Phy-minal ct - a ii E�`' � „ , r '-_C3�y't �;x{�%;}�.;..� es-v'.,y;,r�rYr',- ��•. 8f1rfift d.Liefflneallluiiding Code Reports Pr011114 Unit Sl3e unft1 Wt,l !Istad tis®s Agency GteStog Mayers D�. C�' (aresae Duct 6nctosura per UL 1818 Fe9t4yeep XL RaU 1a912"at 24° 2!s t37.81b0. ASTM 102936 and A0909(2008, stwrap 3tL ROU 401!2"g 481' 36' 1 2on9,2099)Mc,NEPA 08, IOC-ES �R 2913 2 UMC T51bs. CMO �•�9afo ®� �pa�ifl�i~l®ata ULC Grasse Duct Test Protocol ULC ;FRO 4,7° 2 and OANIULO 814411 �PeYO �tmhdst Ei!9rtr4erd Ill®> ptaacrrrietrce (310909 Duct Insulation GsOas®f tot 181actosWGe 2(103 INU3j 0Pb 1,T01131 120.01 1 t6 s4 ASTM i?d38@ Pass Through penetration Plref3tap UL Godaft 1t9,1 d system per ASTM 8894, gee Plgure 2 1 or t N Combustibl8b+ STM f8938 :Palo UL J479 UbO Section 18,24%ftsiatanco wet tsl'M 8UL HNW,V1, 91® Peas 9®or 2dhour VOWlellan Duct 9e 29 BecUon 9t3.S�m Icurabill Test• STM 6610 Pass Enclosure per too 6944.1908 ULC FRD 3,A 9 Section 98,4-1010mal !re Test A67'il8 0326 Palo 3-hour Ventil9ttcn Duct 8,98 f3eclTon 98,9.FigErigtsiFtnerrt ASTM E814/ osure Nr 160 6944-9886 UL �iNl�.l va 2 Pace 9i s lfld i Ckrauii iaratsotive Ub®erose DU0 Fest UL FNIT.6 tj Ptattacol peso Standard methods of Fire Reelatence Tests o Graeae CAN/ULO T.storage Dud A9a0mmtla® 0144 Pecs Thermal Careml os pastWrep A must be stored In a dry 18re9sa Duct Qleain�aas ,1978 pe8o warehouse environment on pallets, Pallets should not be Atr91snsta@ten 1401 lU9s10elare t90 6944 page stacked, ®ttwfa®a surrlin6 6.8nataliallon e refill us 87M 294 925160 Al fietunas Thermal Ceramics Fasftap XL shall be Installed by a MOWN a TOOK ASTM Co18 7.3 psF layer qualiflsd oontreotor in accordance with manufacturer's Mold GrowthInstructions and laboratory design listings. ASTM OldieULSVelid9ted MatWWIG;and Hquipment ¢.auvdcas 70—ALj tenderd UbeValfdated Thermal'CeramicsPastWrapXLblanket 01 g a Aluminum foil tape 01189 titamant reinforced tape(optional) Carbon steel ar stainless steel banding material, minimum 1I2"03rnm)wide,minimum 0,018"(0.4mm) thlok,with steel banding clips Hand banding tenslaner and orimping tool Minirt'lurn 12 gage(8mm)steel insulation pins,steel SP88d otips,minimum M/2"(38rritn)square or i-912"(38mm)diameter,or equivalent sized cup-head p)ns; Gapaoltor discharge stud gun a Thermal Ceramics FastDcor7m XI. An approved firestep sealant www.morganthermalcerarnlas,com 12:2014 Page 2 of 8 UMarvan Advanced ib atolmlls BOOM and collar method. The banding Is placed around the Out edges of the blanket shall be taped with aluminum foil blanket and tightened to Irmly hold the FastWrap A in tape to prevent exlSoeed edges of the insulation absorbing place against the duct,but not cause stay cutting or grease and moisture in the event of a compromised grease damage to the blanket. dust Joint or condensation, Overlaps andlor tightly butted z)Pinning-Pinning on all sides of the duct may be used joints art,used to btesk heattransfer In the event of duct as on alternative to banding. Forducts wider hien 24" 610mre1011 resullro from thermal expen'slon. Filament (890mm)pinning is required an the bottom of horiaantai tape Is 099asted to hold the blanket in plea$until stoat runs,or on one side of vertical runs(tn addlttcn to Steel banding or pinning is Installed to permanently secure the banding). When applicable, 1 g Gage(0.4mm)steel pins blanket. are Installed on Ir(so8mm)centers along the width of A.Installation out Grease neat per A ATM 8330 and the duct and 10.9191(270mm)oranters along the length CANIQLC 5144(Figura 9) of the duct. Pins that extend beyond the outer blanket System requires two layers of insulation applied directly to layer shall be turned down or the excessive length out the duct with tight butt Joints at oil Seams ort both layers. off to prevent sharp edges. Shootthrough ping(oup The first layer of Insulation is out to a length sufftolent to head pins)may be used In conjunction with steal wrap around the duct and provide ra tight butt Joint where banding to prevent blanket sag. the blanket ends most. Adjacent blankets on the first layer M.ACeess beers are butted tightly together with 10ngUudinal seams offset 4)FastiDoorTM XL(Figure 3)4 Fastpoor XL Is a UL Listed, rninilnum 6°(960mm). The second layer of Insulation is liquid tight duct cover panel supplied complete with a Installed In the sante method as the first layer,with seams single layer insulation cover per UL Listing NNKT GIB. between layers cheat o raalnitrlum ot'8"(150tnm). Sanding The Fasftor Xi-Is Installed per included installation andlor pinning per Section 019 used to permanently Instructions. No field welding is required. secure the Ineuiallon to the duct, 2)Field Fabricated Access i:?oors.Sach access door R.frsetalietlOar=MAC Duct per 150 0944(Figure 9) assembly hes four threaded rods 114 Inch(Bram)In Syatem requires one loyerof Insulation applied directly to diameter and all(927mm)In length,with one welded to The duct with 3"(Damm)Overlaps atoll seams. The each corner of the door opening. Hollow steel tubes, insulation it 04to a Iength sufficient to wrap around the 4-11X'(114mm)long arc installed outside the eooess duct and provide a V(76114m)Overlap where the blanket cover plate and over the threaded rods. Four 12 gage ends most, Aftent blankets are installed to provide a (3mm)and 4.112"(114mm)long steel insulation pins are minimum overlap ow(7amm). Sending andlorpinninp per Welded to the access cover plate to allow for Installation Station D is used to perrrtanerdly secure the insulation to of the three layers of FastWrap XL. One layer of the dual FastMap XL is out to approximately-the Game etas as 0.1&6 Glided V1iPtap onetsilation(Figure 4) the aocese panel,and impaled over the insulation pins When 899109 doers not allOW far a corn late wrap applied to On the panel. A second layer of FastWrap XL is out so P es to Overlap the first layer a minimum of 1. 4'(38mm). the dectan all four sides,the Foeftsp XL is approved for 2 it is essential that the trot and second layer It tightly or 3 sided Installations with nteohahlosi attachment to a rated against the surrounding wrap with no through openings. 40=16 art3MU 9609111131y,(See Flours 4 for Wellation The third and otlialds layer should be cut to overlap the details.) second Insulation layer by a minimum of 1.1/7(38mm). 0.111120hanical Attaohlment Methods Minimum 1.112°(Samm)round or square insulation clips '11118sutdln21(FlguN$)-Minimum Ur(13MM)wide ere installed on the Ineulatlon pins to secure the three carbon 616610?stainless steel banding,0.016"(0,4mm) layers of insulation to the access cover plate. All out thlak,is placed around the 606 perimeter of the edges of the Insulation shall be taped with minimum 3° insulated duet on maximum 10-J19"(270mm)centers (76mm)wide aluminum fall tape, Wing nuts and and 1.11 '(Sllmm)fram estah blanket edge or 1-112" washers are installed on the four threaded rods,and (38mm)from mach collar edge when using the butt joint tightened against the hollow steel tubes to seal the www,morgenthermaloeramlos.com f :ZU Pogo 3 of 8 Advanoted Mat sivais F ��?��C „� _�`"C`r,"'y'"e�`�T• .n •-.�"`__6�.aLyt�?�".:°'rmy��. ��,.,�il.� _;.. _r {� acaeea caval'plate to the duct, - tf�• --V4 x '” protection le required for hangars and support8 meeting T tai �ane�a�o>n Plveeteta syativnb(Flexure a)- the requirements of the Table below, When 019 dust pen111111 s a dire rated alt®ambly an approved are stop 8yatam must he employed. Figure gtr®peas sup*Olt for provides s oompteta HOW UL 1 ULC flreatop design Hengae Cross section n(min)rlmeler, equfvaten4 std S4rengtN), hatless which can be found in tha Cerdfiaationa Directo In (MM)rY i fn x ie gaga atwt+�uuul,ccnt for US systems and www,uio.oa for as x 4.s g854 s etre 100(2.840) Oaasdlan systems. tartar to Installing any firestop system yap In(8 mm)threaded rad so 1100) the aurtiagas 10 Oil opentnge and penetrating Items must angle ISO clean and dry. The FastWrap XL core blanket(or as to(10 mm)throaded 4K(88)x W(36)x 340(6) rnlnerat wool where allowed by the Ireatao dealgn listing) cad 160(3810) anela must be compressed into the ennuter space. The roto(19.7 mm)threaded Ei8(BtidO) (81)x 2(SVIC 14(8)angio paoking material must be recessed a minimum depth *QM the surface of the aontftt®or gypsum assembly, The recessed Opening must be filled wlitr a minfmurn 9.Maintenance and Repair tMokn"s of an tap>aravQd tlreetop dant,The peaking No maintenance Is required when Installed in accordance meterlal type QrldcpMMselan,minimum recess ti with Thermal Ceramics(TC)Installation Instructions. If (typically 414 (8mm)),and approved fir®stop sealsrit and damage is limited to the foil facing,aluminum fol(tape can thigknese OYpicalty 414 (8mm))shall be is specified in an approved be ug®d to repair the foil facing. tf en area of blanket to 116.1 tJLB fireatop design gating, When Rhere is found to be damaged the fallowing procedure must be le- not euiftadent altnuler apace around the dt>iotto run the FastWracorporated+ If the damaged area Is larger than 8"(203mm) p Ott.enclosure system continuous through the „ Ire rated assembly,the snolceure may terminate above x s (203mm)the entire wrap section must be removed and and betow the ficor/esllleg assambV or on either side of replaced according to TO installation S Walt assembly as 9hc=In Figura g- When this method Instructions. It the damaged area Is small(less than 8" I s used,the FastWrap XL must he machanioaliy attached (303mm)x 3 (ktl3mm)),the damaged area must be cut an either side d the ftre rated assemblyueln one of the away and replaced with a new section 1"(26mm)larger in aftchment methods described in 3eelin 0,spaced a length and width than the out out,such that the new seotion MINIMUM of 1.11W(3ernm)from the Ira rated assembly. can be acmpressad tightly into the out out area. Ail out 0.$apporrt 1111enver systems edges of the now$action must be taped and sealed with aluminum foil tape. The new section must be held in place 9)®rose®e9it�e Trapm support hangers shalt be with either pinning or banding per TO installation I spaced an maximum 8o in,(jade mm)canters. Hanger nstruotions. rods or ett'eps shalt be anchored with.ateet drop In or 14,Liml¢ations wedge expansion typa masonry anchors, No additional protection is required for hangers and supports mosting Thermal Ceramics FlreMeeter FastWrap XL shall be Me inqutrerrtants of the Table below, installed In accordance with these Installation instru011ona and appropriate laboratory design listings, The Han8ert9raes Isauttnnm A� s l or Integttty of FastWrap XL systems is 11mited to the quality of dtpattst► petinre¢er,in(mtn) equtvaten4 std Siren9th), the Installation. 89 to(tD mm} 948(S9d9) Ihreadad rod (Bra rt t:(69)>:'49(3).in angle •For personal pmleadve equipment recommendallons,please eeo SDS. Thermal Caramlas,Firehiseler,and Feciwrep era trademarks of Morgan Advanced Meterlalo. 6lretaaeler produals ata manufaclurad by 2)NVtAC dMatBi Trapeze auppart hangere shall be epeoed Therms)oaramlN and are dleiributedby authorized dlettibutors. on MOXIMum 60 IR,0801)rtiM)centers. Hanger rods or straps shall be anchored with steel drop In orwedge �xpanaion type masonry anohora. No additional wwUY.rnarggirlt;�termaiaerarnisss,aom 12;2044 page 4 of 9 Acivendead{tylia' ertaira _.,� 3�-�----•-•-.,�---...--,., -. •-�-,��:,w,.�.��:�,..��,�.,...Win-. ��-;,�,,,,�_ �• . ' 4wi��1 .,w�...�... .-✓d..=si.:,»..:w..an.......',�.r_..,.,y'✓°"r-+r,�ycG.,S:�.._ +:�Sr.: jr Grease and HVAC Duot Enolosura, System 7 or 2 Hour Shaft Mambo I Zero Clearems to Combustibles 13 6 �J 1 I It ,O o 7 ' ► G t�r 1 {(1 8 a ' 8u11 Joint/6Nl Ja1n14ypla81 8 'I1N t.Q AYEE?It�'+'�tt,A'�Ie11�LQ.'dae�o�t°arE1��LVL63;��1R."ntl GAfJIt+IQ 64dd1 R;JMP s� 1 ' 1 I set 3 +l 1 a CP BulWotneCWtan chaett°thm:dWt°popUan �(tULtr 1 AY4R IN0'f'ALI A7IgT�QpYiQNQ Ha+�ralg�H1lAO tis±ntane�yLg gL I v1-JA LtiC3ESd� 1 n eyatso inau anon toe0536 and BAN Mg SM MGM Duct Inalowes is a of u o a trVa I t o uct a BSures aEde gX0418-lQAl u av t A ala d of to bo h r; t ar rea dua s S° A B I 0a t IB n a BBB d BB ea on o ? ogb{g Wo, 81 0 0 009de BB 98 1309110 O a 9 0 1 * 9Un is 0 9 t o B n 0 1 0 L1810d 1 88rgR 1ftn1t11o�tgt014eermolOaraNeeddol oyoloe+sfo>rtnlmd f91ho q�3lYArNo fnsml4uM+ kl•arli•10 WW.morgsnthermalcaramlos,00m 12:2014 Pogo 8o 8 Morgan A►dvenoad Materlate ...,��-.o-.--'-a"_._«....�.pa-.��+y..�.,r.r:e,�.-!..-;�-^�-+.,,o,..r+�-..,,3+�+v-•zr--`�-^;Y';--�•-',>,�,t-�:.�,�k"t:��ya _ - - � �.1 Commeroial Mohan Crease Not Endows SyatelA Air Ventilation Duct Enclosure System Through Penetration FIrestop Systems ' 6 8 • a 6 r J ra i� J PatdanQ � a 4 3 Pafto nau ancon upinmu9hr6le wpi eaaem ty %6 Inaglauchn aon11nuoualn►aaghtaedoor n9eeeamnly 2 ti a PeeUrtg 2 ZZZ wz1 rrr Q �ti PavWa9 �It aau BI tad BBWtl14M GOM 911{9®oof In LU16Y 9UOq IOtM 810fS 8 1118 Wp Hpif bantl fatadwall�eaBs11bly 1 ouftaw ar Ibe ttaotfa9Ulne nepofnby Fires411p Designs perASTM 9W i UL Wo-Consult UL!ULC DiFeotorias for System Details ULU ■& I a p 2 e t 3 opu mr d Tef I ellc b laelo u lDelalle C•Ad�7 48 -101welafamu lei d unt V 9• R09 B'49 1winothyauchins 6 Co �• 4a 4 CONOW8101AU 1 V21 1tufa au I 8f co fl• ® 4z 1511 Oa I V 9 09.9•i8 I ler n s a! '1141RISTIMMCO C• 8. r Co CM 4 i6 Duet G 'FR 4lI istminate at 114 Int S T a Co C,lah 96 enr 39 9 fl Duat ttRD3 S 18 wre rau ! In,S UU Ft loco 9 t Tr Co G 0 B 49 •1 a 81 1wirabiblaunh imIn: It C oraaa mC •Q• 9 o r _wmo jbioulb 14I •8411 FEllh eetarpee' to Ca 016110 an duot V es D9 wrap through 914 STI 110D •2%0 apt VAP 03'5.18 a ale at i •S41 �• S4 o i� o G ptl 1111441,16980 CI. diA'Pf10d 7 wre Ihair h 1141 1STI',H10R9919,11821110112100 1N•• i a 3 0U G 100KIL01 26 go D cl V14;ARD3;b:18 le 1 pia at HIB in;571 �oa�WOpAYdfisnnu1a•tydnlOereytlmetaGdaaaW a1C0YatdYat W tNL1tlItlCM www.morgenthermaloeramioaxom 12:2014 Pago s w a or n 14d��nead Rll�e�lals . • . � �-1a1�{�;�?} I� '"^�r-_h:3,,•�� =,-5'-`:s;.. -.'m=rJ=_r„r;_�}'•.•,+.`,.'sj;„_w�,'�<c,'z`a °v”�^^'v-mm^^=Y.+c.r�'—.-s_"3 ..�_.•+tnr+v...*.r..,.gn�+nF�6�i--..'..J�r't,.IF` • - R� �If, tv/ � Y �{� AOTM rm 2336 COVIOnt Enclosure aid Door system Faet0oorXt.1 Masse Doors Sizes FIGURE 3 Av lab a en Sizes prderin Dods 1Q"x 4"®anr b enitr 4.8 ao �gax� fie a 4L�oo XL aocesf3 sl 10"x 9 foot d e n 434.8970.03 •99X 2 I '12°Y 8"Ooat 0 enin 434.8970.035�9ax t 3 Re n n is B V a g n nd wi bolts t2°x 92" Dor 0 enin 34°6970.038.99�C'1 4 U o Ise as W d UL of YF8 L etl r3 16"x 4 °Door D enin 34.8 7 -037.99 etDooF t.•��/S t th stn Is a er 6u a o z0°X 20"Doo d e t 434.89 04Q8.99 1 S sola Ordee Dury Wd-and SS Ave lebte www.mor9QnthermataerfjmtO6).aOM 123014 Pa9g 7 of a IMM organ A►vaned if,. ic��7iN_�-i��J���.a1� !i" c �1 ury � - - _ - rti�,,,,.., ,.�:�� ,_.f :( '• •' COMMOrcial Kitchen Grease Duct Enclosure Byatem Air Ventilation Not Enclosure System • I Or 2 Or 3 Hour ShaftAiternative I Zsr® Clearance to Combustibles 2 and 3 Sided Wrap Detail for Attaching to Wails and/or Callings ' a 1 8^ 8 y•ia• •p, Y •�•AY�•••a ,• ,j d , v� i ,a a, d ' •a.,*,• 0 •��•o• . •'6 e• � .� � ,,• ,, � tip•: •a i :� . d • '� •, ?,ups..,{ •:'Q • d,a,'•�a '• • V , .4• '"'® 3 \ \ a• �i q e g •e•Y • s 6 2 3 NOW; Efuofs must be IndependeinUy auppottad per code Lg®EtdD � Re oanavel toorloeiltn arwaq•with riling a ual or reeteeihan enaoeure rating 'i1�Ieyeea�P XL n®ull�tlort fbr rdreeee�uat flcloaures(inslaq per Mai a)) Ona 12yer of XI.InsutettonforAir Venl<latiap Duct 6nolosures#natall per uL Via) --kolevergaix Ineulallon for 3ohrAlr Ventilation Duct Enclosure InglaQ per UL V2 a QohQretg fastarrer este SltO" ftlick4_2'(621-3' 76 wide bar,stook a orated 72" t)ti)o,a 5 8" malR Inuit Air Gap 8 Gnat ? ln, 18 wide by OA'f 6" 6.4)It11ok. 8i A—Mg flit 1ttDIelAAdlppitditgAfllltBfmtlCCret>11c9dpi)By01Afp91Blimlind101hD Qp9111y 011hA1nBIaIIBpOn. - X4t1BB••S 1 www.morgenfhermaicerai los,00m 121014 Page 8 of e HVAC and Refrigeration> Ventilation Equipment and Supplies> Roof Ventilators> Upblast Centrifugal Roof Ventilators> -Email Q Print Unassembled Upblast Ventilator,16-1/2'WheelDia,Belt-Drive> DAYTON 113Mn1jOMCHOI`(E Unassembled Upblast Ventilatorj 6-1/2" Wheel Dia., Belt-Drive Item#7A626 Mfr Model#7A6-*244 Catalog Page#29S4 UNSPSC#40101502 Your Price O O One Time Delivery OO Shipping O Pickup C` 1 $1,278.00/each O Auto Reorder This item requires spedal shipping,eddlaonaiExpected to arrive Thu Nov 15 chargesmayapply F1 Add to Cart Ship To 11751(Change) Add to List r'" ,�' tto ;t t• Jump to: ®Requlred Accessories It 1"S 17'L'Y�7 W Be the Brat to write a inview qilll How can we Improve our Product Imsges7 Shipping Weight 87.13 lbs. ❑compare — Country of Origin Varies I Country of 0rigin rs subject to change Note Pmduetarel/abildyismal-flme updated and adjusted ro tinuou*The product wdlba reserved foryou when you complete your order More Product Details View More v Technical Specs Item Upblast Verdllator Max BHP 054 Drive Type-Roof Ventilators Bell Drive RPM 1110 Drive Package With Motor Included Yes Base Height 1.3f4' Base Square Size-Roof Ventilators 26x26' Overall Dia 28-7/8' Duty Rating-Roof Ventilators Standard Shaft Dia Wheel End 3/4' Voltage-Roof Ventilators 115/208/230 Bearing Type Sealed Pillow Block Motor HP-Roof Ventilators 1/2 Overall Height 26.3/8' Mounting Location-Roof Ventilators Roof Max Inletremp 300 Degrees Numberof Speeds 1 Housing Material Spun Aluminum Wheel Dia 16.1/2' Wheel Material Aluminum hem-Roof Ventilators Upblast Ventilator Speed Controllable No CFM @ 0 000-In SP 3191 Fixed UL 762 Kitchen Roof Curb 4HX56 Stock No CFM @ 01254n SP 3072 Recommended 12 In Fixed Curb Item 2RO77 No CFM @ 0 250-hi SP 2941 Recommended 81n Faced Curb Item 4HX40 CFM @ 0 375-In SP 2796 No CFM @ 0 5004n SP 2641 Recommended Damper Size(In) 19 x 19 CFM @ 0 6254n SP 2475 Recommended Damper Stock No 4HX66 CFM @ 0 750-In SP 2297 Adl 12 3/8'H Roof Curb Stock No 2ZVS3 CFM @ 0 875-In SP 2094 Nel UL 762 Kitchen Roof Curb Stock 4HX62 CFM @ 1 000-In SP 1770 Requires Roof Curb For New Installation Sones @ 0125-In SP @ 5 Ft 146 Includes NEMA 1 Junction Box,Drive Package Series @0250-In SP@5Ft 14.2 Standards UL/cUL 762,AMCA Sound and Air Sones @ 0 500-In SP @ 5 Ft 135 Dimension A 26' Assembled/Unassembled Unassembled Dimension B 28.7/8' Phase 1 Dimension C 26.3/8' Hz 60 Dimension D 19.3/8' HVAC and Refrigeration I HVAC Controls and Thermostats I Process Thermostats I Cal-Stat Thermosta4 Pipe Thread,Cartridge Sheath Ola 518" -X-:Email 9 EUM VULCAN Cal-Stat Thermostat, Pipe Thread, Cartridge, Sheath Dia. 5/8" Item#2ED40 Mir Model#1C209 Celelog Page#3084 UNSPSC#47112209 Your Price 6 7 One Time Delivery `• Shipping V Pickup $86.75!each C Auto Reorder Available for pickup Tue Sep 18 Ready upon w ,! �1 AOD Ta CART anal BOHEMIAB2nch#540 +Add to List I+Add to quote Branch Info i Change 1r, C] Add Extended Protection Plan for$37 50 each 1-7 Y+ Bp the first to.,.to a rowew tr 94 How can we improve our Product lmagos? Shipping Weight 0.15 MS. G Compare Country of Origin USA I Country of Ongm rs subject to change Nola Pmdusl evedeb1bVia maf-frmo irpdafed and adjusted continuously The pmdud.11 be reserved roryou when you complete your order Moro PRODUCT DETAILS View More v TECHNICAL SPECS Ilam Cal-Stat Thermostat Number of Switches 1 Themrostat Type Pipe Thread,Cartridge Contact Rating Resistive Q 120V IDA Sheath Dia 6I8" Contact Rating Resistive Q 240V SA Overall Length 4.018• Switch Ratings Q 120VDC 2A - - - laserOon Depth 3118' Control Range -100 Dogre4s b 90D Degrees F Thread NPT 12'-14 Differential +/-12 DogmeaF Switch Action Close on Rise For Use With Fryers and other Food Serviw Equipment and Replacement Units Switch Type SPST Agency Compliance UL,CSA New York State Insurance Fund Workers'Compensation&Disability Benefits Specialists Since 1914 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE � D A A^AAA 562457472 b' USI INSURANCE SERVICES LLC 333 EARLE OVINGTON BLVD#800 UNIONDALE NY 11553-3645 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER RIARK CORP T/A TOWN OF SOUTHOLD ABT DESIGN&FIRE PROTECTION BUILDING DEPARTMENT 1724 CHURCH STREET TOWN HALL HOLBROOK NY 11741 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 11169034-4 331399 02/03/2018 TO 02/03/2019 3/9/2018 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 1169034-4, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY NEW YORK STATE INSURANCE FUND �J DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER 500028814 U-26-3 •i � 1 f KITCHEN KNIGHT® ll't, RESTAURANT C FIRS SUPPRESSION SYSTEM 'm° ft � PeLmloo/300r460160- I 4as o�- memo TCHr. MANN1 rsm ,%UAL CAL foo ` ONENT ® DESPN 'NS•1 LLATIO AI, ENAN E RE BARGE 1; 1 Mougil No.P{A1274(5) Revteed 47�oemher���U09 1 Chapter 2-Components Page 2-1 REV.5 CHAPTER II COMPONENTS CYLINDERS &VALVE ° The PYRO-CHEM KITCHEN KNIGHT II System has available four different size cylinders:Models PCL-160(P/N 553163), , PCL-300(P/N 551194), PCL-460(P/N 551193),and PCL-600 ° (P/N 551196).Cylinder sizes are expressed In'terms of extin- guishing agent capacity(i.e.,the PCL-300 uses 3.0 gallons 12 ' (11.4 L)of extinguishing agent).The cylinder Is manufactured, tested,and meets DOT requirements.Cylinders come pre-filled 12,N, with extinguishing agent and are charged with dry nitrogen to a dNPT pressure of 225 psig Q 70°F(15.5 bar @ 21 °C).Cylinder and valve assembly dimensions are shown in Figure 2-1a. Fa d Figure 2-1 b.Wet Valve Cross Section. ODS212PC C B WET VALVE REBUILDING EQUIPMENT Wet Valve Seal Rebuilding Kit (P/N 550698) �--a--� After system discharge,the valve assembly must be rebuilt to ensure proper future operation.The Wet Valve Seal Rebuilding Max. Kit(P/N 550698) should be used.It includes all components A B C D Flow Weight Mounting necessary to properly rebuild the valve.See Figure 2-2a. Model in. In. in. in. Point Ib Bracket No. (cm) (cm) cm (cm) Capacity (kg) Used 4 3 PCL-160 8.00 17.75 23.50 15.44 5 34 MB-15 2 ► (20.3 45.1) (59.7) 39.2 iy-) PCL-300 8.00 25.06 30.81 22.75 ]20 53 MB-15 20.3) 63.7 8.3 57.8 (24) Q PCL-460 10.00 25.06 30.81 22.7583 MB-15 25.4 83.7 8.3 (57.8) 37.7 PCL-600 10.00 35.81 41.56 33.50108 MB-16(250 .4) (91) (105.4) (85.1) (48,9) _j Figure 2.1 a.Cylinder and Valve Assemblies. 0°2 All cylinders utilize the same Wet valve assembly(P/N � 551175).The wet valve assembly is a pressure sealed poppet Figure 2.2a.Wet Valve Seal Rebuilding Kit. type valve designed to provide rapid actuation and discharge 002OMPO of agent.See Figure 2-1b. Item Part No. Description Item Part No. Description Item Part Number Description 1 Valve Body 8 550386 Shrader Valve 1 550705 Conical spring 2 550705 Conical Spring Ass'y 2 550716 Neck O-Ring 3 550707 Piston 9 550714 Valve Cap 0-Ring 3 550028 Stem O-Ring 4 550716 Neck 0-Ring 10 550715 Piston 0-Ring 4 550715 Piston O-Ring 5 551236 Pressure Gauge 11 550989 Valve Stem 5 550989 'Valve Stem ^. 6 550028 Stem 0-Ring 12 551256 Pressure 6 1 550714 I Valve Cap O-Ring 7 550802 Wet ValveRegulator Adaptor 13 551261 Seal 14 17851 6-32c3/8 Screw ULEX 3830 December 1,2009 Chapter 2—Components Page 2-2 REV.4 Pressure Regulator Assembly CYLINDER BRACKETING (P/N 550985) Vertical bracketing of the PCL-160, PCL-300 and PCL-460 Is provided by the Model MB-15 bracket kit(P/N 550054), The pressure regulator assembly is available if the complete Vertical bracketing of the PCL-600 Is provided by the Model regulator requires replacement(i.e., possible thread damage). MB-1 bracket kit(P/N 550053).These kits must be ordered separately with each cylinder/valve assembly.Cylinder instai- Pressure Regulator Rebuilding Kit lation instructions are provided In the Installation section of this manual.. (P/N 551061) After system discharge,the pressure regulator must be rebuilt to ensure proper future operation.The rebuilding kit(P/N 551061)should be used.It includes all components and instructions necessary to properly rebuild the regulator. , See Figure 2-2b. t l A i i IN VALVE SEAL,PART i BODY NO,551261 I #"2 X 318 IN.SCREW, i PART NO.17851 , i INTERNAL O-RING, PISTON , PART NO.402745 SPRING,PART O-RING, NO.551176 PARTANO. PISTON I + I , EXTERNAL O-RING. \ I Figure 2-3. PART NO.551273 000042PO #8-32 X 318 IN. Figure Fi 2.216. HOLDING SCREW, Model No. A B C g PART NO.41OD45 0001WPC MB-15 15.69 In. 4.0 In. 3.13 in. (39.9 cm) (10.2 cm) (7.9 cm) Model VT-1 (P/N 550788) MB-1 20.44 In. 4.0 in. 2.13 In. (51.9 cm) (10.2 cm) (5.4 cm) The Model VT-1 wet valve tool is designed to facilitate the rebuilding of the wet valve assembly.It should be used to hold EXTINGUISHING AGENT the wet valve piston while unscrewing the cap and stem assembly.See Figure 2-2c. The agent used in PYRO-CHEM KITCHEN KNIGHT II Systems is a potassium carbonate based solution that is extremely effective for grease-related kitchen fires.This agent Is available for cylinder recharging in 1.6 Gallon and 3.0 Gallon containers.For MSDS Information, contact PYRO- CHEM at 800-526-1079 or 715-732-3465 or www.pyrochem.com. 1.6 Gallon Shipping Assembly—P/N 553176 3.0 Gallon Shipping Assembly—P/N 551188 Figure 2-2c.Model VT-1 Wet Valve Tool. M29MPC ULEX 3830 March 1,2006 Chapter 2–Components Page 2-3 REV.3 The Model ECH3 control head is available In both 120 VAC CAUTION (Model ECH3-120, P/N 551202)and 24 VDC(Model ECH3- Precautions must be taken when handling and transfer- 24, P/N 551201).It is equipped with a local manual control ring wet agents as they are caustic In nature.Goggles handle that allows for mechanical system actuation.Operation must be worn at all times.If any agent gets into the of the local manual control requires removing the pull pin and eyes,they should be flushed with clean water for 15 rotating the handle clockwise.The Model ECH3 control head minutes and a physician contacted.if any agent can actuate a maximum of five(5)cylinders with the 16 gram contacts the skin,it should be flushed with cold water to CO2 cartridge.See Figure 2-5. prevent irritation.The agent is electrically conductive. ►Note: When utilizing electric detection, it is recommended Care must be taken to thoroughly clean up any agent that the Model ECH3-24 electric control head be used with discharged around electrical appliances before turning either the AUTOPULSE 542R Control Panel(Part No. the power on. 433607) or the AUTOPULSE Z-10 Control Panel(Part No. After system discharge,agent must be cleaned u immedi430525). If the ECH3-120 control head is to be utilized,it p - must be used with Solenoid Monitor, Model SM-120(Part No. ately with hot,soapy water to prevent corrosion of effected 550303),along with a UL Listed 1A, 120VAC power supply surfaces. (by others), in accordance with NFPA 17A,NFPA 96, and the ►local authority having Jurisdiction. MODEL MCH3 - MECHANICAL CONTROL HEAD (P/N 551200) IMODEL ECH3 CONTROL HEAD The Model MCH3 mechanical control head is a fully mechani- cal control head which can be connected to the PCL- `u` TiHN xutt� v "m TO FOMM FM ►160/300/460/600 cylinder valve.This control head will support 0 URFE=SMM a fusible link detection system,a remote mechanical pull Fm M station(Model RPS-M), and a mechanical or electric gas shut- 4f'K14 utt uu off valve.A micro electric switch (Model MS-SPDT, MS-DPDT, ® o MS-3PDT,or MS-4PDT) can be ordered separately and field' ^• installed.It Is equipped with a local manual control handle that allows for mechanical system actuation.Operation of the local Figure 2-5.Electric Control Head. manual control requires removing the pull pin and rotating the 004UM handle clockwise.The Model MCH3 control head can actuate MODEL NMCH3 - MECHANICAL a maximum of five(5)cylinders with the 16 gram CO2 cartridge.See Figure 2.4. CONTROL HEAD (P/N 551203) o , The Model NMCH3 Mechanical Control Head Is a fully MODEL MCH3 CONTROL HEAD mechanical control head which can be connected to the ►PCL-160/300/460/600 cylinder valve.This control head will nom—a PO4�MTMw+ support a fusible link detection system, a remote mechanical 70 RMEAN° BON , pull station (Model RPS-M), and a mechanical or electric gas ►shut-off valve.An electrical (snap-action) switch (Model MS- � ' °a Ut SPDT, MS-DPDT, MS-3PDT, or MS-4PDT) can be ordered o separately and field installed,There is no local manual actu- ation for the Model NMCH.The Model NMCH3 control head can actuate a maximum of five(5)cylinders with the 16 Figure 2-4.Mechanical Control Head. gram CO2 cartridge. 004MM MODEL ECH3 - ELECTRIC MODEL NMCH3 CONTROL HEAD CONTROL HEAD The Model ECH3 electric control head is an electrically oper- ated control head which can be connected to the PCL- ►160/300/460/600 cylinder valve.This control head will support aial an electric thermal detection system,a remote mechanical �([�°I��AIM kiTi UL MIE /14J-:SIE pull station (Model RPS-M), and an electric gas shut-off valve. x ►It will not support a fusible link detection system.An electric - �'*(snap-action)switch (Model MS-DPDT)Is included. Figure 2-5.1. Mechanical Control Head. 00854SPO ULEX 3830 December 1,2009 Chapter 2—Components Page 2-4 REV.4 MODEL EN-MCU3 ENCLOSURE MODEL MB-P2 - CONTROL HEAD (P/N 551208) MOUNTING BRACKET (P/N 550853) �-- The Model EN-MCU3 Enclosure Is used for vertical mount- Ing of a single PCL-160, PCL-300 or PCL-460.The EN- The Model MB-P2 mounting bracket must be used to mount MCU3 also includes a mechanical control unit, eliminating the Model MCH3, NMCH3,or ECH3 control heads if the the need for a Model MCH3 Control Head.See Figure 2-6. control head is not mounted directly on a cylinder valve.See The PCL-600 cannot be mounted In an EN-MCU3. Figure 2-7. ® 0 O 00 28.125 IN. (71.4 cm) 0 0 ► 0 13.125IN.� ki 0.625 IN� o (33.3 cm) 27.0 cm) 1F8ONn rol°e Figure 2-7. Model MB-P2-Control Head Figure 2-6.Model EN-MCU3 Enclosure. Mounting Bracket., 002MPC 002840PC MODEL EN-S ENCLOSURE PNEUMATIC ACTUATING (P/N 550966) CYLINDERS The Model EN-S Enclosure Is used for vertical mounting of a Model PAC-10 P/N 550104 ►single PCL-160, PCL-300 or PCL-460 when It is used as a secondary agent cylinder in a system.Dimensions are the The Model PAC-10 is a pneumatic actuating cylinder that can same as the Model EN-MCU3 enclosure (see Figure 2-6).The actuate a maximum of ten (10)agent cylinders simultane- EN-S has no control mechanism, and must be used in ously.The Model PAC-10 Includes a DOT 4BA350 cylinder conjunction with a Model EN-MCU3 Enclosure or a Model pressurized with dry nitrogen to 350 psig @ 70°F(24.1 bar MCH3/ECH3 Control Head. The PCL-600 cannot be mounted @ 21 °Q), a brass valve with pressure gauge,and a wall in an EN-S. mounting bracket.A Model MCH3, NMCH3, or ECH3 control head must be purchased separately and connected to the ►16 GRAM CO2 CARTRIDGE PAC-10 to open the valve.See Figure 2-8. (P/N 551059) MO�o 11D CHa,ORECHS (SOLD SEPNLMV0 The 16 Gram CO2 Cartridge Is required to pneumatically actu- r sra IN. ate the tank valve.The cartridge is Installed In the control DISCHARGE head on top of the tank valves.The cartridge shipping assem- PORr bly contains 6 cartridges. 20.26 In. (51.4 cm) 14.50 in. (36.8 am) 12.25 In. (31,1 cm) PAG10 (10,2 cm) Figure 2-8. Model PAC-10 Pneumatic Actuating Cylinder. MUM ULEX 3830 December 1,2009 Chapter 2—Components Page 2-5 REV.3 DETECTION EQUIPMENT Model FLH-1 (P/N 550876) Model FLK-1 (P/N 550131) The Model FLH-1 fusible link hanger is an accessory designed to simplify the Installation of fusible links in the The Model FLK-1 fusible link kit includes a 10 in.(25.4 cm) fusible link line. It can be used with the Model FLK-1 fusible steel bracket,two(2) 1/2 in,EMT connectors,two(2)cable 'link kit(kits must be ordered separately).The Fusible Link crimps,and two(2)"S"hooks.Fusible links must be ordered Hanger makes It possible to install fusible links without cutting separately.See Figure 2-9a. and crimping loops in the fusible link line for each link.They are available in packages of 25 (FLH-25)only.See Figure 2- Model FLK-1 A (P/N 550132) 9b. The Model FLK-1A fusible lank kit Includes an 8 in.(20.3 cm) steel bracket,two(2)1/2 in.EMT connectors,two (2)cable crimps,and two(2)"S"hooks.Fusible links must be ordered separately. UNKDE7EGT0R8RACKU-\ TERMINAL LINK SHOOK V21K EMT �'�• CONNECTOR MR FUSIBLEUNK SERIES LINK CABLE CRIMP Figure 2-9a.Model FLK-1 Fusible Link. 002040PC FUSIBLE LINK BRACKET KIT (SOLD SEPARATEL16 -Ea Ail FUSIBLE LINK (SOLD SEPARATELY) FLH-7 FUSIBLE LINK HANGER Figure 2-9b. Model FLH-1 Fusible Link Hanger. 00285OPC ULEX 3830 March 1,2006 Chapter 2—Components Page 2-6 - REV.5 Fusible Links Thermal Detectors The fusible link is designed to separate at a specific tempera- ► Rate-compensating thermal detectors are normally open, ture, releasing tension from the fusible link line,causing mechanical contact closure switches designed to operate at a system actuation.See Figure 2-10. factory preset temperature.They are available in four preset ►Note:When possible,temperature readings should be taken temperatures which meet NFPA standards and are UL Listed at each detector location to determine optimum fusible link and FM Approved.After determining the maximum ambient temperature ratings.Temperature can be recorded using temperature at the thermal detector location,select the either a maximum registering thermometer, Part No.15240, correct thermal detector according to the temperature condi- temperature tape(by others),or any other accurate ther- tion chart below: mometer that will record the maximum temperature expert- Thermal ►enced at the detector location. Detector Maximum Ambient O Model No. Temperature Part Number TD-225 155° F.(68°C.) 13976 TD-325 255°F.(124°C.) 13975 TD-450 380° F.(193°C.) 13974 TD-600 530° F.(277°C.) 13971 . Note:A transient rush of warm air up to 40 OF(4°C)per Iminute may expand the shell,but not enough to trigger the unit.Temperature increases over 40°F(4°C) per minute Figure 2.10.ML Style Fusible Link. ► however, may Initiate an alarm condition. 00MIF0 LEA S After determining the maximum ( MM) ambient temperature at the IN. fusible link location, select•the correct fusible link according to is2 MM) 112-14 NPT the temperature condition chart below: AS IN. To Be Used IN. (125 mm) 1 Fusible Link Where Temperature Hex Model No. Does Not Exceed Part Number (sa mm) FL-165 100°F.(38°C.) 550368 618 IN. FL-212 150°F.(66°C.) 550365 (isMM) I.— FL-280 225°F.(107°C.) 550366 Figure 2-11.Thermal Detector. FL-360 290°F.(143°C.) 550009 FL-450 360°F.(182°C.) 550367 FL-500 400° F(204°C.) 56816 ►Flexible Conduit Flexible Conduit can be used with the Mechanical Pull Station Assemly(Part No.551074) and Mechanical Gas Valves. Flexible Conduit eliminates the need for rigid EMT conduit in the mechanical pull station and gas valve lines, significantly reducing the overall installation time. Part No. Description 434525 Flexible Conduit—500 ft(152 m) 435959 Flexible Conduit—500 it(152 m) and Wire Rope—500 ft(152 m) 435979 Flexible Conduit Strain Relief(50-Pack) 434347 Flexible Conduit Insert(50-Pack) 436063 Conduit Offset(6-Pack) 436150 P-Clip(50-Pack) 79827 Compression Union, 1/2 in. ►55813 1/2 in.Compression Connector ULEX 3830 December 1,2009 Chapter 2—Components Page 2-7 REV.5 MODEL RPS-M - REMOTE ADAPTOR BODY MECHANICAL PULL STATION GASKET (P/N 551074) LOCKWASHER Remote manual control for the Model MCH3, NMCH3,or NUT ECH3 control head Is provided by the Model RPS-M remote mechanical pull station.It is connected to the system control ► Figure 243.Quik-Seal Adaptor. ►head by stainless steel cable.This cable is enclosed in 1/2 in. ►EMT conduit with corner pulleys or flexible conduit with bends "COMPRESSION-SEAL" ADAPTOR and/or corner pulleys at each change in direction.The remote mechanical pull station shall be located at the point of egress. This adaptor Is a mechanical bulkhead fitting that produces a See Figure 2-12. liquid-tight seal around pipe and conduit when Installing distri- bution piping and detection conduit through restaurant hoods m OF and ducts.The"Compression-Seal"Adaptor is a straight- IN� through design requiring no cutting or threading of conduit or PUIt pipe.The adaptor Is available for EMT conduit size of 1/2 in. (Part No.79152).See Figure 2-13."Compression-Seal" aRe s+n� Adaptor Shipping Assembly must be ordered as stated below: m m Shipping Assembly Hole Size Size Part No. Qty. Required O_1STANDARD4IN.x4IN.ELEC. 1/2 In.EMT Conduit 79153 24 1 1/8 in. JUNCTION BOX �O O RIDGEDBRUSHED COMPRESSION NUT OALUMINUM FACE PLATE GASKET-► ADAPTOR BODY RED PLASTICLOCKWASHER BREAK ROD NUT 4D"R1NMG ► Figure 2-13a. Compression-Seal Adaptor. PULLDLE 1/4 IN.RADIUS "HOOD SEAL" ADAPTOR ASSEMBLY ONALLOORNERS Figure 2-12.Model RPS-M Mechanical Pull Station. This adaptor Is a mechanical bulkhead fitting that produces a aoaaezro liquid-tight seal around 1/2 in.EMT conduit when installing the detection line through restaurant hoods and duct.The adaptor "QUIK-SEAL"ADAPTOR accepts a high temperature pulley elbow and,when used, correctly positions the elbow or conduit in line with the conduit The"Quik-Seal"adaptor is a listed mechanical bulkhead fitting adaptor hole in the detector bracket.The"Hood Seal"eliminates that produces a liquid-tight seal around both distribution piping the need for multiple elbows when penetrating the top of a hood and detection conduit which runs through restaurant hoods and when Installing the detection line."Hood Seal'Adaptors are ducts.The"Quik-Seal'adaptor accepts threaded pipe or available In quantities of 6 as Shipping Assembly P/N 423253. conduit.The adaptor is available for 3/8 in.and 1/2 In.pipe or conduit sizes.When using with EMT conduit,a conduit connec- SEAL NUT for must be installed in each end of the adaptor.The"Quik- Seal'Adaptor Shipping Assembly can be ordered in single or A�PTOR WASHER package of 24: BODY Shipping GASKET 00DIE8 Assembly Hole Size PULLEYBOW 4(J Size Part No. Qty. Required (NOT PART 3/8 in. 550857 1 1 1/8 in. OF ASSEMBLY) 1/2 in. 550859 1 1 1/8'In. USE ONLY PULLEY ELBOW,PART NO.423250 3/8 In. 550858 24 1 1/8 In. ` Figure 2-13b. Hood Seal Adaptor Assembly. 1/2 in. 550860 24 1 1/8 in. ULEX 3830 December 1,2009 Chapter 2—Components ■ Page 2-8 REV.5 GAS SHUT-OFF VALVES EGVSO Electric Gas Shut-off Valve ►Note:Gas valves are approved for indoor use only. A gas shut-off valve is required on all systems used to protect a gas fueled cooking appliance to stop gas flow in the event GV Mechanical Gas Shut-off Valve of system actuation.A UL Listed electric gas valve can be used with either the Model MCH3 or ECH3 control head.The A gas shut-off valve is required on all systems used to protect valves are rated for natural and LP gas.Valves are available in a gas fueled cooking appliance to stop gas flow in the event o.120 VAC(see Figure 2-14a).Electric gas valves are available of system actuation.A mechanical gas valve can be used with in the following sizes: the Model MCH3 control head.It is connected to the system Maximum control head by stainless steel cable.This cable is enclosed in Valve Operating Part 1/2 In.EMT conduit with a corner pulley at each change in Model No. Size Pressure Number direction.The valves are rated for natural and LP gas(see ►EGVSO-75 3/4 in. 50 psi (3.5 bar) 13707 ►Figure 2-14).Mechanical gas valves are available in the EGVSO-100 1 in. 25 psi (1.7 bar) 13708 following sizes: EGVSO-125 1-1/4 In. 25 psi (1.7 bar) 550360 ►Note:Maximum operating pressure for all sizes of GV EGVSO-150 1-1/2 In. 25 psi (1.7 bar) 13709 Mechanical Gas Valve is 5 psi(0.4 bar). EGVSO-200 2 In. 25 psi (1.7 bar) 13710 EGVSO-250 2-1/2 in. 5 psi (0.3 bar) 550363 Valve Part ►EGVSO-300 3 in. 5 psi (0.3 bar) 17643 Model No. Size Dim."A" Number GV-75 3/4 in. 3/8 in.(1.0 cm) 550593 GV-100 1 in. 3/8 In.(1.0 cm) 550594 GV-125 1-1/4 in. 15/32 In.(1.2 cm) 550595 GV-150 1-1/2 in. 15/32 in.(1.2 cm) 550596 GV-200 2 in. 15/32 in.(1.2 cm) 551049 GV-250 2-1/2 In. 29/32 in.(2.3 cm) 550185 GV-300 3 in. 29/32 In.(2.3 cm) 550186 ► Figure 2-14a. Electric Gas Shut-off Valve. 00684000 Pyro Cher�0 M$VAWBSHUT.OFP Note:A UL Listed manual reset relay is required when using + an electric gas valve.The PYRO-CHEM KITCHEN KNIGHT 11 DIM.°A" ►Model SM-120 solenoid monitor must be used for this SEE # —Is 0 o purpose. CHART F-� ► Figure 2-14.GV Series Mechanical Gas Valve. 0028mpc ULEX 3830 December 1,2009 ■ Chapter 2—Components Page 2-9 REV.3 CORNER PULLEYS ►TEE PULLEY (PIN 427929) The Tee Pulley Is used to change the direction of two wire Model SBP-1 (P/N 415670) ropes by 900,it must be used in areas where the temperatures A corner pulley is used whenever a change In stainless steel are within the range of 32 OF to 130 OF(0°C to 54°C).Pulley cable direction Is required.The Model SBP-i corner pulley is tees can be used in mechanical gas valve actuation lines and equipped with a set screw fitting for connection to 1/2 in.EMT remote manual pull station lines.Pulley tees cannot be used ,-conduit.See Figure 2-15. ,within a detection line.See Figure 2-17. ® CAUTION O The Tee Pulley must never be used to connect multi- pie fusible link lines to a single control head. ► Figure 2-15.Model SBP-1 Corner Pulley. Qop p Model CBP-1 (P/N 423250) A corner pulley is used whenever a change in stainless cable Figure 2-17. Model TP-1 Tee Pulley. direction is required.The Model CBP-1 is a grease-tight 0ot7 corner pulley designed for areas likely to experience exces- sive deposit build-up.It is equipped with a compression fitting WIRE ROPE .for connection to 1/2 in. EMT conduit.See Figure 2-16a. The 1/16 in.diameter stainless steel wire rope must be used Note:The Model CBP-1 is not a liquid tight seal for penetra- with actuators,detectors and gas valve components requiring ,-� tion of hoods and/or ducts. a wire rope connection.The stainless steel wire rope Is supplied in 50 it(15.2 m) lengths with P/N 15821,and 500 ft (152 m)lengths with P/N 79653.Refer to the Components List for part numbers on crimps,stop sleeves, and S-hooks. ► Figure 2-16a.Model CBP-1 Corner Pulley. 000tet Model WBP-1 (P/N 550982) A corner pulley is used whenever a change in stainless cable direction is required.The Model WBP-1 is a weather-proof corner pulley designed for areas likely to be exposed to mois- ture.It is equipped with female pipe threads for connection to ►112 in.rigid conduit.See Figure 2-16b. O Figure 2-16b.Model WBP-i Corner Pulley. COSI84PC ULEX 3830 December 1,2009 Chapter 2—Components ■ Page 2-10 REV.5 ELECTRICAL SWITCHES - See NFPA 72,"National Fire Alarm Code,"Initiating Devices The electrical switches are intended for use with electric gas section,for the correct method of wiring connection to the fire alarm panel. valves,alarms, contactors, lights,contractor supplied electric power shut-off devices and other electrical devices that are designed to shut-off or turn on when the system is actuated. --MODEL SM-120 SOLENOID NOTE MONITOR I-The Model SM-120 solenoid monitor is (P/N 550302) used In No electrical connections shall be made inside the ,conjunction with the Model ECH3-120 control head to super- control head.All electrical wiring shall exit the control vise the actuation and detection circuits.In the event of a head through the knock-out on the side of the box.All ►problem In the circuit,a light on the monitor goes out.Two electrical connections must be made in an approved sets of NO/NC dry contacts are provided.The unit mounts electrical box. ►directly to a three gang wall outlet box.The Model SM-120 acts as a reset relay when used with an electric gas valve. Switches are available in kits:One Switch Kit, Part No. Electric gas valve.wiring Instructions are provided In the instal- 551154;Two Switch Kit, Part No.551155;Three Switch Kit, lation section of this manual.See Figure 2-18. Part No.551156, and Four Switch Kit, Part No.551157. Mounting hardware and 12 in.wire assemblies are provided Note:When utilizing electric detection, it Is recommended that with each kit.Each switch has a set of single-pole, double- the Model ECH3-24 electric control head be used with either throw contacts rated: the AUTOPULSE 542R Control Panel (P/N 433607)or the UL/cUL/CSA Rating ENEC Rating AUTOPULSE Z-10 Control Panel (P/N 430525).If the ECH3- 250 VAC, 21A Resistive IE4T105p Approved 120 control head is to be utilized,it must be used with 250 VAC, 2 HP 260V, 21A Resistive Solenoid Monitor, Model SM-120(P/N 550303), along with a 125 VAC, 1 HP 8A Motor Load UL Listed 1A, 120VAC secondary power supply(by others),in accordance with NFPA 17A, NFPA 96, and the local authority COMMON-r N.C. having jurisdiction.When the Solenoid Monitor,Model SM-120 (RED) r�(BLACK) (P/N 550303),is used as a reset relay with an electric gas valve, a UL Listed 1A, 120VAC secondary power supply Is not p ►required.O �N.C. '`�.1. (BROWN) e e 9 Pjm-Cbenn Solenoid nnonlor �a,mngr.wru m� ► Figure 2-17a. Model MS-SPDT Snap-Action Switch. m e m 00,0,2 The Alarm Initiating Switch Kit, P/N 550077,can be field mounted within the control head.This switch must be used to close a supervised circuit to the building main fire alarm panel when the control head actuates.This action will signal the fire alarm panel that there was a system actuation in the kitchen area.The switch kit contains all necessary mounting compo- 0 0 nents along with a mounting instruction sheet.The switch Is rated 50 mA,28 VDC.' TOWARD REAR OF SPACER WHEN SPACER AND CONTROL HEAD SWITCH ARE PROPERLY o o O MOUNTED,THIS DIVIDER MUST BE BETWEEN THE/ Figure 2-18.Model SM-120 Solenoid Monitor.N.D.AND N.C.TERMINALS g 1� /c// oozeeoae �. COM 0. N.O. PIPE AND FITTINGS Pipe and fittings must be furnished by the installer.Schedule 40 stainless steel,chrome plated,or black pipe and fittings must be used.Galvanized pipe and fittings are not to be used. .\ Figure 2-17b.Alarm Initiating Switch. ULEX 3830 December 1,2009 ■ Chapter 2—Components Page 2-11 REV.3 AGENT DISTRIBUTION HOSE AND RESTRAINING CABLE KIT The Agent Distribution Hose and R estrafning Cable Kit, Part E-RING No.435982,consists of a 5 ft(1.5 m)long Agent Distribution STRAINER Hose,a 3 ft(0.9 m)long Restraining Cable,and a Restraining Cable Hardware Package.The Agent Distribution Hose can be e BODY utilized with castered appliances found in commercial kitchens. 0 RING The hose allows for movement of the appliance for cleaning CAP ;112 H without having to disconnect any fire suppression system 2D discharge piping. STAINLESS STEEL ACTUATION HOSE Figure 2-20. Nozzles. The Stainless Steel Actuation Hose is used to connect the actu- 00611PO ation line compression tees and can also be connected end to RUBBER BLOW-OFF CAPS and.The hose has the same thread,7/16-20,as the fittings. See Figure 2-19. The Rubber Blow-Off Cap helps keep the orifice of the nozzle Hose Part No. Length free of grease or other substances that could Interfere with 417582 8 in.{20 cm) agent distribution.A retaining strap attaches the blow-off cap to the nozzle.Rubber Blow-Off Caps must be ordered as a 31809 16 in.(41 cm) Shipping Assembly, Part No.550016,which contains 12 blow- 32336 24 in.(61 cm) off caps. 430815 42 in.(107 cm) Fitting Part No. Description 31810 MaleElbow(7/16-20 x 1/4 in.NPT) 31811 Male Tee(7/16-20 x 7/16-20 x 1/4 In.NPT) 32338 Male Straight Connector(7/16-20 x 1/4 in.NPT) Figure 2-21. aa0009 7n620 7/18-20 SWIVEL ADAPTOR (P/N 418569) Figure 2-19.Stainless Steel Actuation Hose. The Swivel adaptor consists of a swivel nut,swivel body,and 0004M swivel ball.All are chrome-plated.The swivel adaptor allows the nozzle to be rotated approximately 300 in all directions. NOZZLES Swivel Adaptors can be ordered as a single Swivel Adaptor or Nozzles have been developed for appliance,plenum, and duct Swivel Adaptor Shipping Assembly, Part No.423572,which applications.All nozzles have a specific flow point value and ►contains 25 swivel adaptors.See Figure 2-22. are supplied with metal blow-off caps to prevent clogging. Each nozzle is stamped with the model number.See Figure 2-20.Application limitations are provided In the design section of this manual. G-3/8—1 B NPT Part No. Descri tion Flow No. FEMALETHREAD 551029 1 H Nozzles, pack of ten(10) 1 551026 1 L Nozzles,pack of ten(10) 1 551028 2H Nozzles,pack of ten(10) 2 551027 2L Nozzles,pack of ten(10) 2 551038 2D Nozzles,pack of ten (10) 2 ROTATION MALE THRREEAD �. ► Figure 2-22.Swivel Adaptor. 000003 ULEX 3830 December 1,2009 Chapter 2-Components ■ Page 2-12 REV.3 NOZZLE AIMING DEVICE The Nozzle Aiming Device, Part No.551265,Is required to properly aim each nozzle to the correct aiming point.The device clamps to the nozzle and emits a small laser light that reflects on the surface that it is aiming at,The nozzle can then be rotated to point at a predetermined aiming point and then tightened to hold that angle.The aiming device requires an adaptor,Part No.550926,to attach It to the nozzle.The adaptor ►must be ordered separately.See Figure 2-23. ADAPTOR(ORDER SEPARATELY) NOZZLE JI AIMING DEVICE ► Figure 2-23.Nozzle Aiming Device. Cos= S ULF-X 3830 December 1,2009 blower door and ductwork APPROVED AS NOTED testing required. 2 DATES B.P: 0--�7� FEE:- S ,61)BY. Must provide Manuals NOTIFY BUILDING DEPART NT AT D,J and S as per 765-1802 8 AM TO 4 PM FOR THE NYS Energy Code FOLLOWING INSPECTIONS: I. FOUNDATION -- TWO REQUIRED FOR POURED CONCRETE Fire separation 2. ROUGH.- FRAMING & PLUMBING 3. INSULATION required as per 4. FINAL - CONSTRUCTION MUST NYS Code BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEV TRUSS PLACARDiNG REQUIREI YORK STATE. NOT RESPONSIBLE FOF DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF ELECTRICAL NEW YORK STATE & TOWN CODES �NSPECTI®N REQUIRE® AS REQ RED AND CONDITIONS OF SOUTHOLD TOWN ZBA �t;,N1 , Ef�TP/C-�TIOIV SOUTHOLD TOWN PLANNING BOARD 3!J A`D�CblX-tNT BEFORE - OTIFlC1:7"E OF OECUPANC Y - -- XtbSR USED IN WATER SUPPLYSYSTEM CANNOT eXCEED 2/10 OF I% LEAD. OCCUPANCY OR -ALLPLUMBING PLUMBING WASTE' &WATER LINES NEED USE IS UNLAWFUL " NG BEFORE COVERING WITHOUT CERTIFICATE OF OCCUPANCY DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION DRAINAGE INSPECTIONS ARE REQUIRED HAS BEEN APPROVED. Contact TOS Engineering at 765-1560 before Backfill,OR Provide Engineer's Certification that the drainage has been installed to Code. rk�f RE INSPECTION REQUIRED BEFORE OPENING I) &, "D H A R V E, Y - A R C H I T E C T S 631 - 537- 7640 P 6: Box 3268 - Sag Harbor New York 1 1 9 6 3 DATE: March 26,2018 TO: Southold Building Department D R(g[E0'v[2 Town Hall Southold,NY 11971 631 765 1802 MAR 2 8 2018 Southoldtownny.gov BUILDING DEPT. TOWN OF SOUTHOLD PROJECT: North Fork United Methodist Church 43960 CR 48 Comer of Horton Lane Southold,NY SCTM 9 1000-63-01-015 ADDITIONAL SPECIFICATION NOTES(REVISED): DESCRIPTION: New Construction Occupancy Classification ASSEMBLY GROUP A-3 (2015113C 303.4) (144 seats-Fastened together in Rows and attached to floor); Single Story< 12,000 sf CONSTRUCTION: Wood,Combustible Type 5A; Sprinkled Wall Assembly shall comply with UL 263 All Construction shall be in accordance with the 2015 I.B.C.&I.F.C. and 2017 Supplement, Wind Load analysis based on 2015 I.B.C.on 130 mph wind loading in Hurricane Prone Region. Wind-borne protection based on 2015 IBC-1609.1.2. Seismic,Weathering,Termite and Frost Depth Criteria as per 2015 I.B.C. r Building is designed to meet or exceed snow loading conditions(45 psf). Nailing Schedule for Structural Members shall be based on 2015 I.B.C. See attached Table 2304.10.1 Fastening Schedule. All nailing shall comply with local&State Codes. If you need additional information,please contact our office. D�A, Thank You! DAVID CLARK HARVEY ddharvey@optonline.net DAWN WILLIAMS HARVEY Date: March 26 2018 Project: Northfork Methodist Church D&D Harvey Architects 43960 CR 48 PO Box 3268 Southold,NY Sag Harbor,NY 11963 RE: GENERAL CONDITIONS: I. DESCRIPTION: NEW CONSTRUCTION: 2015 IBC 303.4 ASSEMBLY GROUP A-3 (OCCUPANCY) SINGLE STORY<12,000 SF II. CONSTRUCTION TYPE: TYPE 5A- WOOD FRAMED SPRINKLED Ill. GENERAL NOTES: BUILDING IS DESIGNED IN ACCORDANCE WITH THE 2015 IBC&IFC AND 2017 SUPPLEMENT. WIND LOAD ANALYSIS BASED ON 2015 IBC ON 130 MPH WIND LOADING IN HURRICANE PRONE REGION. WIND BORNE PROTECTION BASED ON 2015 IBC 1609.1.2 SEISMIC,WEATHERING,TERMITE&FROST DEPTH AS PER 2015 IBC BUILDING IS DESIGNED TO MEET OR EXCEED SNOW LOADING CONDITIONS(45 psf) IV. CONNECTIONS: ALL HARDWARE(i.e.COLUMN CAPS AND BASES,BEAMS AND JOIST HANGERS,STRAPS,ETC.)SHALL BE ICBO APPROVED (e.g.SIMPSON CO.)OR CUSTOM FABRICATED SPECIFICALLY AS DETAILED ON THE PLANS OR CALCULATIONS,AND SHALL BE INSTALLED WITH NAILS OR BOLTS EXACTLY AS CALLED FOR BY THE MAUFACTURER OR AS NOTED ON THE PLANS. ALL NAILS SHALL BE COMMON OR SINKERS,UNLESS NOTED OTHERWISE ALL BOLTS SHALL COMPLY WITH ASTM A-36 OR ASTM A-307 STANDARD OR BETTER NAILING SCHEDULE FOR STRUCTURAL MEMBERS-SHALL COMPLY WITH 2015 IBC TABLE 2304.10.1 FASTENING SCHEDULE(SEE ATTACHED) V. SHEATHING: SHEATHING IS TO BE NAILED WITH 8d COMMON AT A MINUMUM OF 6"O.C. AT BUILDING PERIMETER AND AT ALL PANEL EDGES,AT 12"O.C.AT ALL INTERMEDIATE ROOF SUPPORTS,OR AS NOTED ON FRAMING PLANS VERTICAL(SHEET WALLS): ALL EXTERIOR WALLS OF STRUCTURE SHALL BE COVERED WITH MINIMUM 1/2"TH.CDX PLYWOOD OR SIMILAR STRUCTURAL SHEATHING. NAILED WITH 8d COMMON NAILS AT 6"O.C.AT ALL PANEL EDGES,AND AT 12"O.C. AT ALL INTERMEDIATE SUPPORTS(STUDS)UNLESS NOTED OTHERWISE ONE 2X STUD OR PLATE SHALL BE PROVIDED AT ALL PLYWOOD EDGES(U.N.O.) CHECK FRAMING PLANS TO SEE IF MORE STRINGENT CONDITIONS ARE CALLED FOR PLYWOOD SHALL BE SPAN RATED FOR THE APPROX.STUD SPACING. V1. FOUNDATION: ALL FOOTINGS SHALL BEAR ON FIRM,UNDISTURBED,NON-ORGANIC SOIL OR ON FILL COMPACTED TO 95%OF MAXIMUM DENSITY BASED ON ASTM D 1557 UNLESS OTHERWISE NOTED,AN ASSUMED BASIC ALLOWABLE SOIL BEARING PRESSURE OF 1500 psf HAS BEEN USED,WITH ADDITIONAL ALLOWANCES FOR INCREASES IN FOOTINGS OR PIER WIDTH AND DEPTH AS PER UBC SPECIFICATIONS. ALL FOOTINGS ARE ASSUMED TO BE LEVEL OR STEPPED UNLESS SPECIFICALLY NOTED OTHERWISE ALL PIERS&FOOTINGS OUTSIDE OR AT THE PERIMETER OF THE STRUCTURE OR IN OTHER UNHEATED AREAS,SHALL BE SET TO A DEPTH OF AT LEAST 30"BELOW NATURAL GRADE, OR AT A DEPTH BELOW THE FROST LINE,WHICHEVER IS GREATER U.N.O.ON THE PLANS BXUV.U359-Fire Resistance Ratings-ANSIML 263 `Te Ur r Page 15 of 16 RR 25052 ONLINE CERTIFICATIONS DIRECTORY BXUV.U359 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Listed or Classified products,equipment,system,devices,and materials. • Authorities Having Jurisdiction should be consulted before construction. • Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements.The published information cannot always address every construction nuance encountered in the field. • When field issues arise,It is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies.The Guide Information includes specifics concerning alternate materials and alternate methods of construction. • Only products which bear UL's Mark are considered as Classified,Usted,or Recognized. Fire Resistance Ratings - ANSI/UL 263 See General Information for Fre Resistance Ratings-ANSI/UL 263 Design No.0359 February 27,2006 Bearing Wall Rating—1 Lir Finished Rating—29 Min Load Restricted for Canadian Applications—See Guide BXUV7 i I»a....a......_.........a..w.....aaaa...wwwv.ew.wwa..w.avaa.-..aaa,a,.aa.a, an.aaaaaA.aaaaa..a....wwvwv.v.�v .••wvrvrv.aa.e...r..nv+.••••••...-•–.... � •H 1.Wood Studs—Nom 2 by 4 in.,spaced max 16 in.OC. 2. Batts and Blankets*(Optional,Not shown)—Placed to completely or partially fill the stud cavities, any glass fiber or mineral wool insulation bearing the UL Classification Marking as to Surface Burning Characteristics and/or Fire Resistance.See Batts and Blankets(BKNV or BZJZ)Categories for names of http://database.ul.com/cgi-bin/XYV/template/LISEXT/lFRAMF-/showpage.html?name=B... 2/24/2010 BXUV.U359-Fire Resistance Ratings-ANSIAM 263 d; __� Page 16 of 16 RR 25092 Classified companies. 3.Gypsum Board*—Applied either horizontally or vertically.Vertical joints centered over studs.When used in widths other 48 in.,wallboard is to be installed horizontally. Nom 5/8 in.thick board attached to studs and plates with 6d cement coated nails(1-7/8 in. long)spaced 7 in. OC or with 1-7/8 in. long Type S screws spaced 7 in.OC or 1-1/4 in.long Type W coarse thread gypsum panel steel screws spaced a max 8 in.OC,with last srcrew 1 in.from edge of board. UNITED STATES GYPSUM CO— r� See condition 2 of Section IV of Research Report 25092 4.Joints and Nailheads—(Not shown)—Wallboard joints covered with paper tape and joint compound. Nailheads covered with joint compound. *Bearing the UL Classification Mark Last Updated on 2006-02-27 Ouestions? Notice of Disclaimer Page Too Copyright©2010 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow-Up Service.Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow-Up Service.Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1.The Guide Information,Designs and/or Listings(files)must be presented in their entirety and in a non-misleading manner,without any manipulation of the data(or drawings).2.The statement"Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc."must appear adjacent to the extracted material.In addition,the reprinted material must include a copyright notice in the following format: "Copyright©2010 Underwriters Laboratories Inc.@" An independent organization vorking for a safer iyorld vvith Integrity, precision and knoslledge. �J j �,s .� http://database.ul.com/cgi-bin/XYV/template/LISEXT/lFRAME/showpage.html?name=B... 2/24/2010 DETAIL AT FOUNDATION TO FLOOR JOIST OR WALL LOCATIONS HTS24 ATS BEARING 0. PLATE 2X EMBEDMENT LENGTH �. +12" MIN. REBAR LENGTH 'II , 1 , i:�i" HTS24 'is� �r• ����: DOUG-FIR-LARCH 150 PINE SPRUCE-PINE-FIR MODEI FASTNERS2 AVGALLOWABLE UPLIFT LOADS 3 ALLOWABLE UPLIFT LOADS NO. ULT i0d io mil- i0d 40am-44" L.10d I 10dX12" (1331160) (133) (160) 1 (1331160) (133) (160) �HT�S2430 20-10d 24-10dX1Z" 4430 1450 1450 1450 1245 1245 1245 DETAIL AT PLATE TO RAFTER LOCATIONS HTS30 Load Table:See code report listings below These products are available with additional corrosion protection. Additional products on this page may also be available with this option,check with Simpson Strong-Tie for details. l °o These models are approved for installation with the Strong-Drive SD Structural-Connector screw. a � See the load values. 0 ° DOUG-FIR-LARCH/SO PINE SPRUCE-PINE-FIR ° MOr ElFASTNERSZ AVG. ALLOWABLE UPLIFT LOADS 7 ALLOWABLE UPLIFT LOADS NO. ULT 10d 10dX1Z" 10d 10dX1Z" L 10d 10cm,", (1331160) (133) (160) (1331160) (133) (160) IiTS30 30 410d 3092 1 995 720 These products are available with additional corrosion protection.Additional products on this page may also be available with this option,check with Simpson Strong-Tie for details.These models are approved for installation with the Strong-Drive SD Structural-Connector screw. See the load values. 11oads have been increased for wind or earthquake loading with no further increase allowed:reduce where other loads govern. ° 2.LTS12 thru LTS20,MTS 16 through MTS30,HTS24 through HTS30C(except HTS30)have additional nal holes. 3.Install half of the fasteners on each end of strap to achieve full loads. ° 4AII straps except the MTS30 and HTS30 have the twist in the center of the strap. 5.Twist straps do not have to be wrapped over the truss to achieve the load. ' 6.May be installed on the inside face of the stud. ° 7Allowable lateral loads are F1=75 lbs.and F2=125 lbs.when the following installation requirements are met. o� The first 7 nail holes each side of the bend must be filled with 10dx1 112 minimum nails.All additional fasteners Simpson Strong—Tie maybe installed in any remaining strap holes. HTS30 B.NAILS:10d=0.148"dia.x 3"long,10dx1 112=0.148"dia.x 1 112"long.See other nail sizes and information. HTS30C HTS30C HTS30C i Ile i M STA24 MSTA24 Dimensions Fast neMlowable Tension Loads MO EL (To ) NO. GA. W L Nails Floo (133) (160) (100) MSTA36 16 1 " 36 2640d 1495 1995 2135 DETAIL AT RIDGE LOCATIONS E M Eea as L L O O O O O 0 00 0 Simpson Strong—Tie MSTA36 Dimensions Fast newilowable Tension Loads MOE EL (To ) NO. GA. w L Nails (100 133 160 (100) ( ) ( ) MSTA36 16 11- 36 26-10d 1495 1995 2135 WOOD TABLE 2304.10.1 FASTENING SCHEDULE DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION Roof 3-8d common(21/,"x 0.131");or 1. Blocking between ceiling joists,rafters or trusses 3-10d box(3"x 0.128");or Each end,toenail to top plate or other framing blow 3-3"x 0.131"nails;or 3-3"14 gage staples,7/,"crown 2-8d common(214"x 0.131") 2-3"x 0.131"nails Each end,toenail Blocking between rafters or truss not at the wall 2-3"14 gage staples top plate,to rafter or truss 2-16 d common(31/,"x 0.162") 3-3"x 0.131"nails End nail 3-3"14 gage staples 16d common(3'/2'x 0.162")@ 6"o.c. Flat blocking to truss and web filler 3"x 0.131"nails @ 6"o.c. Face nail 3"x 14 gage staples @ 6"ox 3-8d common(2'/Z"x 0.131");or 3-1Od box(3"x 0.128");or Each joist'toenail 2. Ceiling joists to top plate 3;"x 0.131"nails;or 3-3"14 gage staples,7/,6 1,crown 3-16d common(31/Z"x 0.162");or 3. Ceiling joist not attached to parallel rafter,laps 4-10d box(3"x 0.128");or over partitions(no thrust) Face nail (see Section 2308.73.1,Table 2308. gage 4-3"14 gge 73.1) 4-3"x agnails;,7 nails;staples, croon 4. Ceiling joist attached to parallel rafter(heel joint) per Table 2308.7.3.1 Face nail (see Section 2308.7.3.1,Table 2308.7.3.1) 3-1 Od common(3"x 0.148"),or 4-10d box(3"x 0.128");or Face nail 5. Collar tie to rafter 4-3"x 0.131"nails;or 4-3"14 gage staples,7/16'crown 3-10 common(3"x 0.148");or 3-I6d box(314"x 0.135");or 6. Rafter or roof truss to top plate 4-lOd box(3"x 0.128");or Toenail` (See Section 2308.7.5,Table 2308.7.5) 4-3"x 0.131 nails;or 4-3"14 gage staples,'/1,"crown 2-16d common(3'/Z"x 0.162");or 3-10d box(3"x 0.128'9;or End nail 3-3"x 0.131"nails;or 3-3"14 gage staples,7/16"crown;or 7. Roof rafters to ridge valley or hip rafters;or roof 3-10d common(3'/2"x 0.148");or rafter to 2-inch ridge beam 3-16d box(31/2"x 0.13511);or 4-10d box(3"x 0.12811);or Toenail 4-3"x 0.131"nails;or 4-3"14 gage staples,7/16"crown (conlinwd) 2015 INTERNATIONAL BUILDING CODE° 483 Z'r%ht 0 2014 ICC.AU.RIMMRESERVED.AmssedbyDam 11aneyonDx6.z0ntzaL"PM pursuant toLfanseAgreemeotwithlCG No further reproduction or distr3 o"authorised.ANYUNAUTHORIMREPRODUMONORDISTRIBUTIONISAV10LAT1ONOFTHE FEDERAL COPYRIGHT ACPAND THE LICENSE AnREENIENT.AND SUBJECTTO CNILAND CRIMMM L PENALTLES THEREUNDER WOOD TABLE 2304.10.1—continued FASTENING SCHEDULE � DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION Wall 16d common(31/2"x 0.162"); 24"o.c.face nail 8. Stud to stud(not at braced wall panels) 10d box(3"x 0.128");or 3"x 0.131"nails;or 16"o.c.face nail 3-3"14 gage staples,'/,6"crown 16d common(3'/2'x 0.162");or 16"o.c.face nail 9. Stud to stud and abutting studs at intersecting wall 16d box(3'/Z'x 0.135");or 1211 o.c.face nail comers(at braced wall panels) 3"Y 0.131"nails;or 12"o.c.face nail 3-3" 14 gage staples,'/16"crown 10. Built-up header(2"to 2�header) 16d common(3'/Z'x 0.1620);or 1611 o.c.each edge,face nail 16d box(3'/Z'x 0.135") 12"o.c.each edge,face nail 4.8d common(2'//1 x 0.131");or l 1. Continuous header to stud z Toenail 4-10d box(3"x 0.128") c 16d common(37,11 x 0.162");or 1617 o.c.face nail 12. Top plate to top plate 10d box(3"x 0.128");or 3"Y 0.131"nails;or 12"o.c.face nail 3"14 gage staples,'/1,"crown 8-16d common(3'/,"x 0.162");or Each side of end joint;box(3"x 0.128"),or joint,face nail 13. Top plate to top plate,at end joints 12-3"x 0.131"nails:or (minimum 24"lap splice length 12-3"14 les,'/ "crown each side of end joint) gage�P tb 16d common(3'/Z'x 0.162");or 16'o.c.face nail 14. Bottom plate to joist,rim joist band joist or block- 16d box(3'/Z"x 0.135");or ing(not at braced wall panels) 3"x 0.131"nails;or 12"o.c.face nail 3"14 gage staple crown 2-16d common(3'/Z"x 0.162");or 15. Bottom plate to joist;rim joist;band joist or block 3-16d box(3'/z'x 0.135");or 1611 o.c.face nail ing at braced wall panels 4-3"x 0.131"nails,or 4-3" 14 gage staples,'/16"crown 4-8d common(2'/Z'x 0.131");or 4-10d box(3"x 0.128");or Toenail 4-31'x 0.131"nails;or 4-3"14 gage staples,'11r,"crown;or 16. Stud to top or bottom plate 2-16d common(31/2'x 0.162)•or 3-10d box(3"x 0.128");or End nail 3-311 x 0.131`'nails;or 3-3" 14 gage staples,'/16"crown 2-16d common(3'/21 x 0.162");or 17. Top or bottom plate to stud 3-10d box(31 x 0.128");Or End nail3-311 x 0.131 nails;or 3-3"14 gage staples,74,,"crown 2-16d common(3'/Z"x 0.16211);or 18. Top plates,laps at corners and intersections 3-10d box(3"x 0.128"),or Face nail 3-3"x 0.I31"nails;or 3-3"14 gage staples,'/,6"crown (continued 484 2015 INTERNATIONAL BUILDING CODE® Copyngbt®1ot4ICC.ALLRIGHTSRESERVED.Accessed byDam RuveyonDeea.zot»zstmsPM pui=nttoMcemAgwmenttvithlCC.Nofi"tberreproduedanar distn'bution authorized ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTIONIS A VIOLATION OPTHE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREERIENT AND SUBJECTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. WOOD TABLE 2304.10.1—continued FASTENING SCHEDULE DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION Wall 2-8d common(2'/2"x 0.131");or 19. 1"brace to each stud and plate 2-10d box(3"x 0.128");or Face nail 2-311 x 0.131 nails:or 2-3"14 gage staples,7116"crown 20. 1"x 6"sheathing to each bearing 2-8d common(2'/2"x,0.131");or Face nail 1-10d box(3 x 0.128 ) ` 21. 1"x 8"and wider sheathing to each bearing 3-8d common(24"x 0.131");orFace nail 3-10d box(3"x 0.128") Floor 3-8d common(21/2 x 0.131");or floor 22. Joist to sill,top plate,or girder 3-10d box(3"x 0.128");or Toenail 3-3"x 0.131"nails;or 3-3" 14 gage staples,'/,F'crown 8d common(2t/2'x 0.131");or 23. Rim joist band joist or blocking to top plate,sill or 10d box(3"x 0.128");or 6"o.c.,toenail other framing below 3"x 0.131"nails;or 3" 14 gage staples,7/1fi'crown 24. 1"x 6"subfloor or less to each joist 2-8d common(2`/2'x 0.131");or Face nail 2-10d box(3"x 0.1280) 25. 2"subfloor to joist or girder 2-16d common(3'/2"x 0.162 ) Face nail 26. 2"planks(plank&beam—floor&root) 2-16d common(3'/Z'x 0.162") Each bearing,face nail „ 32"o.c.,face nail at top and bot- tom staggered(4` x 0.192) tom staggered on opposite sides 10d bot(3"x 0.128")•or or � 24"D.C.face nail at top and bot- 3" ot 3"x 0.131"nails,• 3"14 gage staples,'/1G'crown tom staggered on opposite sides 27. Built-up girders and beams,2"lumber layers And: 2-20d common(4"x 0.192");or 3-10d box(3"x 0.128");or Ends and at each splice,face nail 3-3"x 0.131"nails;or 3-3" 14 gage staples,'/16"crown 3-16d common(31/2"x 0.162");or 28. Ledger strip supporting joists or rafters 4-10d box(3"x 0.12811);or Each joist or rafter,face nail 4-3"x 0.131"nails;or 4-3"14 gage staples,'/,"crown 3-16d common(P"x 0.16TI;or 29. Joist to band joist or rim joist 4-10d box(3"x 0.128'1;or End nail 4-3-x 0.131"nails;or 4_3"14 gage staples,'%,"crown 2-8d common(2'/Z'x 0.131");or 30. Bridging or blocking to joist;rafter or truss 2-10d box(3"x 0.128");or Each end,toenail 2-3"x 0.131"nails;or 23"14 gage staples,7/16 I'crown (continued) 2015 INTERNATIONAL BUILDING CODE® 485 Copoght02014ICG ALL MGM RESERVED.Accessed byDawn AansyonDeC6.zot7lzat:oaPM pursuant tol3mueA6rcemrntWith ICC.NofunherreproducUanor distaotion authorized.ANYUNAUTHORIZED REPRODUCPION ORDIS7RIBLMONIS A VIOLA77ON OF THE FEDERAL COPYRIGHTACT AND THE LICENSE AGREEbtENT.AND SUBIECCTO CIVILAND CRIMINAL PENALTBISTIiEREUNDEIL WOOD TABLE 2304.10.1—continued FASTENING SCHEDULE DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION Wood structural panels(WSP),subiloo,roof and interior wall sheathing to framing and particleboard wall sheathing to framing, Edges Intermediate supports (inches) (inches) 6d common or deformed(2"x 0.113") 6 12 (subfloor and wall) 8d box or deformed(2'/,"x 0.113")(roof) 6 12 21,"x 0.113"nail(subfloor and wall) 6 12 131. 2 13/4"16 gage staple;'/16'crown 4 8 (subfloor and wall) 201$"x 0.113"nail(roof) 4 8 13/4"16 gage staple,7/16"crown(roof) 3 6 8d common(2'411 x 0.131");or 6 12 32 '9132"–'/4" 6d deformed(2"x 0.113") x 0.113"nail;or 2"16 gage staple,-'/,,"crown 4 8 10d common(3"x 0.148");or 33. '/8'–1'/y' 8d deformed(2'/2"x 0.131") 6 12 Other exterior wall sheathing 1'/2"galvanized roofing nail 34. '/2`fiberboard sheathing Cld'head diameter);or 3 6 1'/,"16 gage staple with'I,,"or I"crown I%,"galvanized roofing nail 35. s/32'fiberboard sheathingh Cl,"diameter head);or 3 6 111,"16 gage staple with'/,'or I"crown Wood structural panels,combination subfloor underlaymentto framing 8d common(2'/,"x 0.131'1-or 36. 3/�"and less 6 12 6d deformed(2"x 0.113`9 8d common(21/Z'x 0.131");or 37. 1,„–1” 8d deformed(2'/Z'x 0.131") 6 12 38. 10d.common(3"x 0.148");or 6 12 s ; 8d deformed(2'/Z"x 0.131") Panel siding to framing 6d corrosion-resistant siding 39. '/2'or less (17/$'x 0.1061),or 6 12 6d corrosion-resistant casing(2"x 0.099") 8d corrosion-resistant siding 40. 5/." (2'/g"x 0.128"):or 6 12 e 8d corrosion-resistant casing (21/2'x 0.113") (continued) 486 2015 INTERNATIONAL BUILDING CODE" ' i ' 'MTiM Gpy 1016241CC.ALLRICRIS11FSERVED.AcccvcdhyD—U-,ryoo Dora.=o»12AI:MPM pmumu to Llc s Agmmwt with JCC.No runharreprodunion or fic-l'ution authntued.ANY UNADTHORMW REPRODUCTION OR DLS RUMITION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THE LICENSE AGREEMENT;AND SUBJECTTO CIVIL AND CRIMINAL PENALTIES THEREUNDER. WOOD TABLE 2304.10.1—continued FASTENING SCHEDULE DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION Wood structural panels(WSP),subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing, Edges Intermediate supports (inches) (inches) Interior paneling 41. /," 4d casing(1'/Z"x 0.080E or 6 12 4d finish(1'/,"x 0.072") 42. 3/$„ 6d casing(2"x 0.099");or 6 12 6d finish(Panel supports at 24 inches) For SI: 1 inch=25.4 mm. a.Nails spaced at 6 inches at intermediate supports where spans are 48 inches ormore.For nailing of wood structural panel and particleboard diaphragms and shear,%%galls,refer to Section 2305.Nails for wall sheathing are permitted to be common,box or casing b.Spacing shall be 6 inches on center on the edges and 12 inches on center at intermediate supports for nonstruetural applications.Panel supports at 16 inches (20 inches if strength axis in the long direction ofthe panel,unless otherwise marked). c. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule and the ceiling joist is fastened to the top plate in accordance with this schedule,the number of toenails in the rafter shall be permitted to be reduced by one nail. i D & D HARVEY - ARCHITECTS 631 - 537- 764.0 PO Box 3268 - Sag Harbor New York 11963 DATE: June 22,2018 (re-issued June 28,2018) p MC LSWR Dr TO: Southold Building Department J U L 1 1 2018 Town Hall Southold,NY 11971 631 765 1802 BUILDING DEPT. Southoldtownny.gov ToVjT?0 13C-T MOLD PROJECT: North Fork United Methodist Church 43960 CR 48 Corner of Horton Lane Southold,NY SCTM# 1000-63-01-015 ADDITIONAL SPECIFICATION NOTES(REVISED June 22,2018): DESCRIPTION: New Construction Occupancy Classification ASSEMBLY GROUP A-3 (2015 IBC 303.4) (144 seats-Fastened together in Rows and attached to floor) CONSTRUCTION: Wood,Combustible Type 5A;Non-Sprinkled as per 2015 IBC Wall Assembly shall comply with UL 263 All Construction shall be in accordance with the 2015 I.B.C. &I.F.C. and 2017 Supplement, Wind Load analysis based on 2015 I.B.C. on 130 mph wind loading in Hurricane Prone Region. Wind-borne protection based on 2015 IBC-1609.1.2. Seismic,Weathering,Termite and Frost Depth Criteria as per 2015 I.B.C. Building is designed to meet or exceed snow loading conditions(45 psf). Nailing Schedule for Structural Members shall be based on 2015 I.B.C. See attached Table 2304.10.1 Fastening Schedule. All nailing shall comply with local& State Codes. If you need additional information,please contact our office. pt-t) A Thank You! P 0 58 Or N DAVID CLARK HARVEY ddharvey@optonline.net DAWN WILLIAMS HARVEY ' ROOF ASPHALT SHINGLES CAULK(SMOKE-TIGHT JOINT AS REQUIRED BY CODE) - NOTE: 2 HOUR FIRE RATED FIRE WALL6� 2x 12 RFT 2 x 12 RFT AS PER 2015 IBC;INCUDING SECTION 706 FIREWALLS @ 16"0 C @ 16"0 C WITH EXCEPTION 706.5;706.6,4; TO BE INDEPENDENT OF FLOORS AND CEILING to WALL TO GO FROM TOP OF SLAB TO BOTTOM OF \` ROOF SHEATHING CONTINUOUSLY W/GWB FIRE BLOCKING s/" FIRE BLOCKING%" I UNINTERUPTED TYPE"X"G W B s/8"TYPE"X"G W B I WALL SHALL EXTEND TO INSIDE FACE OF EXTERIOR zS� CIO,® SHEATHING AT EXTERIOR WALLS PROVIDED = /fin 4'-0" (MIN.) 4'-0" (MIN.) NO OPENINGS WITHIN 4'OF FIRE WALL, y u_ (%"TYPE"X"G W B @ SHEATHING W/ NOT LESS THAN (%-TYPE"X"G W B @ SHEATHING W/ NOT LESS THAN s/e TYPE"X"GWB FOR 4'ON BOTH SIDES OF W 0 2"NOMINAL LEDGERS ATTACHED TO SIDES OF ROOF FRAMING) 2"NOMINAL LEDGERS ATTACHED TO SIDES OF ROOF FRAMING) I FIRE WALL AS SHOWN ON DWG D-2 1-LLLA 00 LL /V) 2"x 4"WOOD STUDS 16"0 C WITH p, 6 3%"ROCKWOOL INSULATION(TYP) g " w FIRE CAT BLOCKING @ TWO LAYERS OF/ TYPE"X"GWB (SHEETROCK)ON EACH SIDE z 0 O �� —40 8'-0"MAX HORIZONTAL (2)s/" TYPE"X"GWB BASE LAYERS APPLIED VERTICALLY AND NAILED W/ O ATTIC STAGGERED JOINTS 6d COOLER OR WALLBOARD NAILS @ 9"O C Q w FACE LAYER APPLIED VERTICALLY OR HORIZONTALLY w= AND NAILED W/8d COOLER OR WALLBOARD NAILS @ 7"O C o U 2 FOR NAIL ADHESIVE APPLICATION,BASE LAYERS ARE �<c9 NAILED 6"O C FACE LAYERS APPLIED W/COATING OF m¢z APPROVED WALLBOARD ADHESIVE AND NAILED 12"O C 1n Z (2) %"TYPE X G W B (AS PER 2015 IBC TABLE 721.1(2) ITEM#14.1.5) c�w IL ww W/STAGGERED JOINTS iC 0 O TRAY w O %"PLYWOOD SUB FL FUNCTION ROOM %"TYPE"X"G W BEILING @ w ATTIC FL +16 ¢v FIRE BLOCKING WITH GYPSUM PANEL L %" TYPE"X"G W B (TYP) N OR MINERAL FIBER s/" TYPE"X"G W B "O 2 x 10 JOIST I (2)s/g" TYPE"X"G W B WI CAULK(SMOKE-TIGHT JOINT) STAGGERED JOINTS iv @ 16"0 C I %- R OR PLYWOOD SHEATHING (2)2 x 10 LEDGER HARDIEPLANK LAP SIDING FIRE BLOCKING%'%"FIRE BLOCKING 3%"x 10 "GLULAM"SOLID LAMINATED LUMBER TYPE,.X"G W g 1A/ z FIRE BLOCKING WITH GYPSUM PANEL %"TYPE X G W B (2)2 x 4 TOP PLATE STAGGERED JOINTS zQ OR MINERAL FIBER TYPE"X"G W B (TYP) cn w KITCHEN FUNCTION RM. I %g"TYPE"X"G W B w o 01--LL FIRE CAT BLOCKING @ �" 3h" X" z y w 8'-0"MAX HORIZONTAL 3%"ROCK WOOL INSULATION -W w OHO (2)s/" TYPE ER G W W/ S G TYPE"X"G W B D IECR ME z z O z STAGGERED JOINTS STAGGERED JOINTS I v r w= o_ %4'PLYWOOD SUB FL (1)2 x 4 SOLE PLATE ~ O FINISHED FLOOR INTERIOR Do @r EXTERIOR 1 ST. FL. J U L 1 1 2018 3�v,z of w = 00 12"TJI/360 12"TJI/360 a z @ 16„0 C I BUILDING DEPT. @16"OC RO 0Fa 210127 �O z 5/g"FIRE BLOCKING FIRE BLOCKING%- N % 3 "x 12 "GLULAM"SOLID LAMINATED LUMBER APPLIED FIRE RESISTANT COATING - FOR ONE HOUR FIRE RATING APPLIED FIRE RESISTANT COATING 44 �E�D A)?r_ FOR ONE HOUR FIRE RATING6: �p (ALTERNATE APPLY(2)LAYERS OF s/"TYPE"X"GWB) (ALTERNATE APPLY(2)LAYERS OF s/" (2)5/" TYPE"X"G W B W/ (2)2 x 4 TOP PLATE I p�' 0 FIRE WALL 2 HR. RATED -PLAN STAGGERED JOINTS CRAWL (2)%"TYPE"X"G W B CRAWL I EXTERIOR WALL INTERSECTION (UNFINISHED CELLAR-NO STORAGE) W/STAGGERED JOINTS (UNFINISHED CELLAR) it (2)2 x 4 SOLE PLATE ®�ry�r p PRESSURE TREATEDNORTH FORK UNITED METHODIST CHURCH SLAB I OF 14 Y DESIGNED BY DCH 43960 CR48 X x x x x X X x X x x i' DRAWN BY D W H CORNER OF HORTON LANE CHECKED BY DCH SOUTHOLD,NY HAUNCH SLAB DOWN 6" APPROVED BY PO HARVEY-ARCHITECTS (2)#4 REBAR REVISED.28 JUNE 18 NON SPRINKLED W/2 HR FIRE WALL PO BOX 3268 14 MAY 18 REVISED 26 JUNE 18 FIRE WALL FIRE WALL-2 HR RATED-SECTION REVISED 11 JUNE 18 OPTION III-FIRE BARRIER WALL DAVID C HARVEY SAG HARBOR,NY 1 REVISED 06 JUNE 18 OPTION II N Y R A 025823 631 5377640 ISSUED 21 MAY 18 AREA SEPARATION FIRE WALL 2 HR DAWN W HARVEY DETAILS - NYRA 025141 SCALE 3/4'=1'-0' D�7 t I 5/8"TYPE XGWB HARDIEPLANK LAP SIDING2 x 6 STUD FRAMING TYPICAL CONTINUOUS MOISTURE BARRIER 3 1/2" BATT INSULATION R-15 1/2"CDX PLYWOOD SHEATHING (HIGH DENSITY)KRAFT BACKED FLASHING 2"SPRAY FOAM INSULATION R-7 PER INCH HIGH DENSITY DRIP CAP CLOSED CELL TO SHEATHING (2)2 X 6 PRESSURE TREATED SILL 514 X 8 WATER TABLE 3/4 CDX PLYWOOD SUBFLOOR 3/4"PACK OUT 12 '+ MOISTURE BARRIER 8 METAL SHIELD&SILL SEAL 12"TJI 1360 2"SPRAY FOAM R-7 PER HIGH DENSITY CLOSED CELLCH TO CONIC ASPHALT SHINGLE(NP) - �+ ATTIC O° 8"BATT INSULATION R-25 @FLOOR JOISTS GRADE MOISTURE BARRIER 5/"PLYWOOD 3/4"CDX PLYWOOD SHEATHING @ RF 2%SLOPE AWAY APPLIED FIRE RESISTANT COATING FOR ONE HOUR FIRE RATING(FLOOR ASSEMBLY) 5° 3' OR(2)LAYERS%"TYPE"X"SHEETROCK METAL DRIP EDGE / 2 X 10 CEILING JOIST / @ OFFICES/ENTRY HALL 5/8"DIA 18"LONG ANCHOR BOLTS (3 1/2"EXPOSED)@ 3'-7"O C MAX 2%"SOLID CROWN (2)#4 RE-BAR 8"O C.@ STEAM WALL (2)1 1/2"X 3 PRESSURE TREATED SILL TIED TO FOOTING W/#4 REBAR 4'-0"O C UNVENTED ATTIC/CONDITIONED 3"W X 12"JOIST LEDGE CONTINUOUS MOISTURE BARRIER "HOT ROOF'CONSTRUCTION(TYP) ¢3 K J 2 x 6 SUB FASCIA 15" 3"HIGH DENSITY FOAM INSULATION(SPRAY @ RF SHEATHING) ®1? CRAWL/CELLAR 1 x 8 RIPPED FASCIA •+ 8"BATT INSULATION R-25 @ CEILING JOISTS o a o (2)PIECE 1x SOFFIT n 5/8" TYPE X G W B CEILINGS&WALLS o oD 3 1/2" BATT INSULATION R-15(HIGH DENSITY)KRAFT BACKED ' 9/6 x 2%BED MOULDING 2"RIGID INSULATION 2"SPRAY FOAM INSULATION R-7 PER INCH HIGH DENSITY CLOSED CELL TO SHEATHING TROWELED TAR(OR SIMILAR) (2)PIECE 1x FREEZE W/1 Ya"NOSE&COVE 5"UP DAMP PROOF TO BASE OF FOOTING 3"TH CONC SLAB REINFORCED ON%PACK OUT 2 x 6 STUD FRAMING TYPICAL WI 6 x 6 10,10 WIRE MESH 8"TH POURED CONC WALL OVER MOISTURE BARRIER 1/2"CDX PLYWOOD SHEATHING REINFORCED W/#4 RE-BAR 16"O C HORIZONTALLY ON CLEAN COMPACTED BASE 4'-0"O C.VERTICAL TIED AND KEYED TO FOOTING CONTINUOS MOISTURE BARRIER HARDIEPLANK LAP SIDING 8"X 16"SPREAD FOOTING REINFORCED �" x NOTE W/(4)#4 RE-BAR @ 4"O C. 3"UP FROM UNDISTURBED BASE ALL EXTERIOR WALLS,INTERIOR WALLS,AND CEILINGS SHALL BE CLAD WITH%"GWB TO �G®�® A���® COMPLY WITH UL 263 ONE HOUR FIRE RESISTANT RATING FLOOR ASSEMBLY SHALL HAVE ONE HOUR FIRE RESISTANT 16 COATING SPRAY APPLIED FROM BELOW • ��� !®Q ���� REINFORCED SPREAD FOOTING KEYED AND TIED TO CONC WALL 2 CORNICE DETAIL-TYPICAL FOUNDATION DETAIL-TYPICAL w `� CONSTRUCTION SPECIFICATION 0) CONSTRUCTION SPECIFICATION a �v REFER TO DWG PAGE A-7 SECTIONS REFER TO DWG PAGE A-7 SECTIONS y 0 �e &SPECIFICATIONS FOR ADDITIONAL INFORMATION &SPECIFICATIONS FOR ADDITIONAL INFORMATION $ �T�®� 8 NOTE GENERAL CONDITIONS ALL CONSTRUCTION SHALL BE IN ACCORDANCE TO 2015 1 B C &I F C AND 2017 SUPPLEMENT NORTH FORK UNITED METHODIST CHURCH DESIGNED BY D C H 43960 CR-48 DRAWN BY D W H CORNER OF HORTON LANE CHECKED BY D C H SOUTHOLD,NY APPROVED BY D&D HARVEY-ARCHITECTS REVISED 28 JUNE 18 NON SPRINKLED W/2 HR.FIRE WALL PO BOX 3268 12 DEC 17 REVISED 26 MAR 18 FIRE SPRINKLER SYSTEM NFPA SYSTEM 13 SAG HARBOR,NY REVISED 22 FEB 18 ADDITIONAL NOTES AS PER BLDG DEPT DAVID C HARVEY REVISED 07 FEB 18 NOTES NY R A 025823 631 5377640 PLOTTED 21 DEC 17 DAWN W HARVEY DETAILS D_1 N Y R A 025141 SCALE 3/4'=1-0° I 11'—o° 1$ on -6° B 13'-6" E R� 13'-6" B '-6" -c SHELVES I I I RPZ D D D P D I _ o STORAGE I PLA ORM I STORAGE `i �. . —. x—•—x—• . • • • •—•—•—• tV m I FAAME I2 E, I cV I EMO ABLE jn OQ I PE, I x 01 m oNi 0. 0 PLAY AREA W STOOP < / I I LU ED / m J x I �I e e �� � I I � xWRK A I I NOTE NOTE:OCCUPANCY TOTAL: 03114/18 297 7 0 o ALL EXTERIOR WALLS,INTERIOR WALLS,AND ; _I 4'-6°�I` '�`-¢'-6" _1 i ALL ROOMS ARE CONSIDERED ACCESSORY ASSEMBLY l - • 1..m CEILINGS SHALL BE CLAD WITH%"GWB TO AND NOT SEPARATE OCCUPANCY CLASSIFICATION, I I COMPLY WITH UL 263 ONE HOUR FIRE RESISTANT RATING THE ENTIRE BUILDING IS ASSEMBLY GROUP A-3 FLOOR ASSEMBLY SHALL HAVE ONE HOUR FIRE RESISTANT COATING SPRAY APPLIED FROM BELOW. 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V � 1 it 1 •\ � .•• �µpLt • d, � • 1 1, 39.1 � 1 't � ,`^V r 1 ro l PR°POaFD • If' ' ♦ /ppoaEO • 1 • T.G. 1 45• �/ txn 1< ZI1 '\ BIGN •CG ♦♦t/ • ! / , �" _ p@ !1 -1-1 • B ♦ � � 0, W /� lUC �1 1 1 Ig.Oi'� ♦ • b+ t.G 42 /' , , ~ \7` O O (o og `, ; dro0 t,G•bg d ♦♦ �'� • , / •, w 0 F _Z N • Z EC , ��„ 45.9 O ♦♦ ♦ T. {p • ,\F j� �♦♦ , '� Q < � �l7 W �• T.G• 43,6 y �1 0 cj \ K �/ �� /S SFE ` AR�os `� �, / 1♦ N O �/) Dro ,` �C� ` et'"j'/• ` ♦, 42.1 RrNQ,_\ 45.4 ♦5\LS F6�C� ♦, ♦ l7 b CONSTRUCTION ENTRANCE-FOUNDATION OF COMPACTED ~r ' 46 O � ` >♦ e ,, LL I��{ 3/4"STONE BLEND OR N.Y.STATE D.OS.APPROVED R.CA FILL TO ct s ;'i , , 1 18"(min)ABOVE EXISTING GRADE FOR DRAINAGE. °< ' , � 0. 1v > I ;) PLAN VIEW 1 l9 3 1 \\ � ♦ 45.6 - 1 �t0(..1 KO 1 N0pRV SITE j CONSTRUCTION ENTRANCE- SCALE: 111 = 40'-011 3/4"STONE BLEND OR N.Y.STATE D.O.T.FOUNDATION APPPROVOED ROCA FIILLLETO HAY BAIL AND/OR 18"(min)ABOVE EXISTING GRADE FOR DRAINAGE. A Y SILTfENCING , DRAWN BY: JF i0 I tro ROAD � EXISf1NG GRADE CROSS SECTION 10/30/2016 1 TEMPORARY CONSTRUCTION ENTRANCE SCALE: SEE PLAN N.T.S. pl A '01� SHEET NO: \ __ -- ---— - -�1 - �/ - / k= .- I 11 / N Q / - -- - - -" - � . 4 v -_-_ .- N 7 l - 4 5 c� i .....• 45 - —� _�-" AD / _ -_- AMERICAN BEECH 263 .. — .1 ------- O - - 4"D(16'HT.) - '� - D�-E R _ "STREET TREE" NOTE: LANDSCAPING TO PROVIDE BESTJUTANAGMENT PRACTICES: MID � I EDGE F PP�EMEN� —UTILITY �/ ./ 4$ I D (AS PER POLICY 5 OF LOCAL WATERFRONT REVITALIZATION PROGRAM (LWRP) .- �_ ( q POLE _ __ �' r`yags \�` ,• WH11E EINE O,4, = AMERICAN BEECH 1 . . 1. ALL LANDSCAPING TO USE NATIVE, DROUGHT TOLERANT PLANTS �, � p T„-- 4"D(16'HT.) � - ':':'.'.'.'.'.'.'.':':':':':':::':'::':':'.'.'.'.'.'.':':.I co ��r h ,0'9 �_ �_ "STREET TREE" ...,.••1"• 'P' ..•..•...•.•... I M 2.U.SE-O'F''ORGANIC'FERTILIZERS WHERE THE WATER SOLUBLE NITROGEN IS NO MORE �- z�u� Pow -0, I �"""""'...•. „ .,• '••G I .. ...' . '.. . co _9 THAN 20% OF THE TOTAL NITROGEN IN THE MIXTURE ESE # ..,r.�..... 40.. .... ..... 1 E a.'.'.'.'.'.'.'.'..'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.','.r.''•'r TAT = AMERICAN BEECH o '•''' ;� 3. A MAXIMUM OF 1 LB. OF NITROGEN PER 1000 SF IN ANY ONE APPLICATION, T4"D(16'HT.) ............. ..............'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'' .'.'.'.'..'...'....'. 46• ••'••""" � `-sv ^ " """""""""""""""'`'"""""" WITH A CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS PER 1000 SF PER YEAR _ .� STREET TREE :.:::':::'.'.'.'.':'.'.'.':'.'.':':':':.... . .. .'.'.'.':'.':':'.'.':'.':':':':::':': _ G ... .............. \\ — .'P...... — .... ............... .....'.'.' , . o! . .'a''.'.'.'.'.'.". .,'..'... 4.THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING NITROGEN, PHOSPORUS, OR _ •• .... . E a.. .. �:. ...:::.......'..':''':'.'.'.'.'.'.':'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.':,:':'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.':' POTASSIUM IS PROHIBITED BETWEEN NOVEMBER 1ST AND APRIL 1ST. �-t 1 — .. .... ... ... . ..........�.'.. .................... ... .................... .. _ �j�j'O�6 1 ' :�'':':':':':':':':':':':':':':':':-a'. :':':':':':':':':':':':':':':':':':':':':'.:......::::.'.....'.'.'.'.'.'.'.'.'.'.'.'.'.'..'..'I P.... .'.'.'.'... ... .....I........ .(:5 ............................': '.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' 71. � M a ... ...I.. .. 1 :':':':':':':•:':':':':... ' ''' '' ' ''. . I 5. THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS IS PROHIBITED UNLESS i ' AMERICAN BEECH ^• G .� 4� 4"D 16'-0" •.. 1 W ..,V,VV...... o ESTABLISHING A NEW LAWN OR SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE �� __ "STREET TREE" ..P.... ' `PROP.WELL ..................-. ... ...'�,.........................�.....:...........:.:............:............ .... .....:.............:.:.:...:. ENOUGH PHOSPHORS:FERTILIZER LABELS HAVE THREE BOLD NUMBERS. THE �' M L-3o oL-3 FOR SPRINKLER o � '. '' SIGN ONLY .:'. .. '.' �, .':' . .:':. . ..... .... ... .. 22-0-15. uSE OF PRODRCENTAGE OF PHOSPOROUS IN THE PRODUCT, e.g. . ..... . ;.'.'.'.'.'.'.'.'.'.'.'.':'.'.'.'.'. ,:'.'.'.'.'.'.'.'.'.'.'.'.'.'.':':'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.': '.:,.'.'.'.'.'.'.'.'.':' NUMBER IN THE MIDDLEUCS WITH'0.67 IN THE MIDDLE OR LOWER IS NOT (RESTRICTED. - .'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'E'.'.'.'.'.1.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'�.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. i y........... PRODUCTS W21TH A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF A NEW LAWN IS .... �' -;' ..............................'.................'.'.'.'.'.'.'.'.'..t-..........................................'.'...,......'.' �N nV, �.. BEING ESTABLISHED OR SOILD,TESTS INDICATES IT IS NECESSARY. I • • • - ��:' .W NATURAL:':'.1!,.'.. .., .. '.' :' . - — —� . .- - - GETA 10 _ - •, VEL N I _ BNAL POLE EXISTING DECIDUOUS MAPLE EXISTING DECIDUOUS MAPLE---- ..(WOODkD) '• ! •' '•' .•'•••! ., —cnrcH eases I & ED CEDAR TREES &RED CEDAR TREES �.'.'.'.'.'.'.':'.':'.'.'.':'.'.'.'.. ':'.':'.':':'.'.':'.'.':'.'.':'.':'.':'.'.'.'.'.'.'.'.'.'.'.':':':'.'..'.'..'.'.':':' TEMPORARY SIGN a R C .....' .:':':':'.':':':'.':'.':'.':'.':':::':':':'.'F::::::.. ..................:............................................': o''' ::. D . ... .. 1 SELECTIVELY CLEARED SELECTIVELY CLEARED .:G: .. .. ':' . . ':': . ;. L_ - 1 1 ........ .....:.::.:.. :.:.: :.:. .:.:.: .::::::::::::.. .: . .. .. . ..... . .. .. J W �� AMERICAN BEECH 0 P.'.'.' o LAWN . . . '.'. ; i.'. :'. 4"D(16'HT.) M N ............................ ...... ... .............. �' "STREET TREE" ....... .................'..'.'.'...{. —. ................. LELAND , I 0 . 1 CYPRUS :'....'..'.':':�..'....':':. .. .... :':.':': ':':' .... .i.'.... . .. I •...,W'... ...... .......I....'..'. .. I . 4a• ° KEY - LANDSCAPE LIGHT . _ LIGHTING � -........ . '':':':':':'.'.'.':':'.':':':':..':':::.. :: ::: - 1 ; 20' SID NOTE: SEPARATE PLAN FOR LIGHTING 4.4 _ ............... .'...........,....':. . 1 _ - . .... . . ..... .......... ...................................... S' TBA�K .. �' � 1. �.�. ................................... :::::. ..'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'..:�................... L-1 PATHWAY LIGHTING AURORALIGHT FLP-XD (TYP n� -(TYP,gI, W It .: :': •' :. 1 .: --- ❑ IDA DARK SKY COMPLIANT(PARKING) . .. \ / - \ / G a1..:. : ............................ .................. .. _ AMERICAN BEECH PRIVET ....... L 2 EXTERIOR WALL SCONCES-KICHL Z 4"D(16'HT.) M' .. HEDGE :.'.'.'.. .................. . �' ...'...'.':':':':':::..::.....:'.:.:.::::::......'.......I........... -O DARK SKY COMPLIANT STREET TREE" ..'.d..'..... - ..................40 .............. 6' .................... ...... '.'.'.'.I - '—_- FRONTSETBACK- .'. -. -- - ..........:'i L-3 100 RON X X.' x :: ......................................... L-2 :'....:..:........:':''.................': _ SECURITY LIGHTS SHIELDED O�-, UTILITY POLE '.':':':'.':'.':':':'.'.':'.'. .':'.':...'.':':'.'.':':':' L 2 e..° ��l W > .:::':':':':'::... :..........I........,...:' —Q & .... •... LAWN 1 PROPERTY AIMED PAR FLOODLIGHTS : I ........ ...................................... ......... ........ E . I x DARK SKY COMPLIANT .. ..'.' '.':.'. ::':':::'::':':':':':':': ':':':':':'.':'.':':'.'.':'.'.' ( EXP NOTE: BARN TO BE USED FOR STORING: L-3 .................. .... \ / -- 4"WATER (TYP I1� ...................'.'...' GARDEN E UIPTMENT(I.E.SHOVELS,RA ES ; a :':':':':'.':':': �— G SERVICE \ —/ ..':':':'.'.':'::::':':':':' SIGN WITH SHIELDED DOWN LIGHTING - ..... ..... EVENT TA LES&CHAIRS; RED MAPLE / PLAY E ..... 1.24 DRY GOO S THAT WON'T FREEZE, L-3 DARK SKY COMPLIANT 6"D(@24'HT) LP W AREA I FU URE •' (I.E.PAPE PRODUCTS); PROPOSED TREES: �/ LP (GRASS ONLY) STO GE;,.: ...... .' • = AIR MATT ESSES FOR EMERGENCIES. " -. .. ..... .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'P. .. ............. / X G ..... N./.'.'..'. .'.'.'.'.'.'.'.'I GREENH USE TO BE USED TO: ":':' , ..............'.'.'''''''.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'' GREENHOUSE — -- .. .. . , ...... - - .......... START SE DLINGS F R P 44 i ::'..'..' :.......'. O OSSIBLE .:o . .. .. NEW STREET TREES: AMERICAN BEECH P\ti.. I (TYP n� .. .y. KEY- DRYWELLS '.'.'.'.'.'.'.'.'.'.'. '.'.'.'.'.'.'..'.'...'.'.'. ST INP IIS. E - .'.'.'.'' ....... .. COMMUNI GARDEN TO BENEFIT THE OMMUNITY. n.. ..... AMERICAN BEECH, 4"D. 16' HT. 4"D(16'HT.) O \—/ ................ ............... \ / ....... '.'.'.'.'..' . N I — - ... .. ... QUANTITY 12 PROPOSED "STREET TREE" (i) I ........ o.'.'.' ( ) G W .'.'.'.'.'.'.' (TYP I TYPE I DRIVEWAY SURFACE /V (OR SIMILAR AS APPROVED M . .. '..' ...'.'.' 1. \—/ Cfl ................ ................ ......... ........ . . ......... ..I.......... i PLANNING BOARD) N ............. ...... ......'.'.'. L-3 .. .......... , L-2 (TYP Iii ::''16':':.. .':`':':':`:':''''.' .'.'.':.':':':'.'.'.'.'.'.'.'.'.'.'..'.I- ...... .... .. -- x x x :':2�j':.. = TYPE II ROOF WATER ............ ..... ............. ...................69..... ''. I L-2 \-,/ o ... EXISTING STREET TREES: ..... - E �-4'HT CHAIN LINK FENCE . •••I a.......' 2 EXISTING TO REMAIN ................I.. ........ .. - � ...'I..'...'.'.'.'.'.'.'.'.'. ' ( ) ( ) . .. .. .. .. .. . .. - 6"D, 18'HT. 45'. L-2: ;:'.':'.:.': ':'.:':.':.'..'.'..'.'.':.. (BLACK) hYP n� : :' ':'.'::' :' .v..'.'' EXISTING ELM I LAWN PRQPO;SED M �� 7.' '.'.'—.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'...... .... .. .'.'.'.'.'.'.'.'.'.'.' \—/ : 6 DIA. 18 HT. I .. .. ........................... :c'HUR'C'H:''.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'. SITUATED I ...�..........................: .. ....... ED AT STREET TREE" o ' ..................... .. .. ............ : : : o{........................... ..'.'.'..'. - LAWN SOUTHOLD . . tr. ........... ..... .. .. � ..., -:-. o: I:':'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'. PARKING LOT TREES: L.�..I _................ ......... .. ..... .................. ....I.................... ...... .:.��. „ ..... 100 ................. ............................ ..�_��� .. - ... ....... L-2 ....... TOWN OF SOUTHOLD SWEETGUM 3 D. 14 HT. o.. ............................................... ... ... ... ... ... ...:'; I.'. ...... ..... .................................... :'i':'.'...... ..... E 1:'.'............... ... ... .. ,�_.. ....... .... ................. Z L-2 S.C.T.M. p :':'.. QUANTITY 5 PROPOSED ' ..... ( ) REDMAPLE WALK ...............................I............... - - .. ..-- ......... (OR SIMILAR AS APPROVED Q 6"p(@24'HT) 1. . ' . ..' i :'.: :':.. BY PLANNING BOARD) . :::':':'.'' '..'...'.'.'.'...'.'....'.'....'.......'.'.'.'.'.'.'.'.'.'.'.'.' ....'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'...''.'.'.'.'.'.'.'.'.'.'.'.'.' J 1z5' I.I. I. (TYP IIS i AREA: 106,155.97 SF ..:.: :: ' L-3.. L-2 L-3'. 1 \-/ •';':':':':':':':':':':':':''I / 2.437 ACRES .... : : :.::::: ORNAMENTAL�TREES: z I �l I -------- --- _—// RED MAPLE, 6 D. 24 HT. I I , L-1 n'P L-1 O L-1 L-1 FILED MARCH 12, 2003 " ...... QUANTYITY(2 PROPOSED) ............�..�.. F : .. O ❑ — ❑ ❑ ❑J �............ ( .a....... — FENCED , OR SIMILAR AS APPROVED WALK --) �w:..'. BY PLANNING BOARD) I••— 1 _ -'`_ ?;R'sA�E REA ZONING REGULATIONS LB --I ——I �y — ——I -1 � --- - ------ LL 4� 25' MIN.' ' --- - ' -CURB WA K + - -- - ..:::.:': AD , N GONG: I I + +' @ + +i --. 9 BUILDING COVERAGE ( 20% ALLOWED) 21,231 SF I I I I CD + _ fi" C RB- o ' _ PROPOSED BLDG. COV. ROOFED 7/0 7488 F I 5 EVENT PARKING +I CURB I ; _ CURB 1` o 10 (ROOFED) ( ) S ;,o .:. .'. SIG L-3 I ')'@LAWN I II I V. HC HC HC HC _ -o- � N W PROPOSED BLDG & IMPERVIOUS SURFACES (24%) 25704 SF I I n. _ --- � ' ...... _ PROPOSED LANDSCAPED AREAS 76/0 80452 SF 11 I " _ '� 1 ..... i I '.'J. " '.'0.`. ..... AMERICAN BEECH---' Pte, ' L-3 -- - ... 4"D(16'HT.) . _�-UTI ITY POLE SWEET GUM-- `CURB @ WALK _ _" SWEET GUM 1 L___ --~ PRINCIPAL BUILDING SETBACKS "STREET TREE" 3"DIA(14'HT) - ___ 3"DIA(14'HT) -N o ... ... M 100 FT FRONT 42 PARKING N � N � � ,- O SIDE (ONE) 20 FT .'. - ASPHALT DRIVE TO ROAD (TYP I� SWEET GUM (TYP I� LANDSCAPING IN PARKING AREA 720 SE (TYP I� SWEET GUM ' (TYP Il (TYP Il � (TYP ll O REAR 75 FT \-/ LT'DIA \ / 3"DIA \ / : \ -/ c!�\ _' U) AS PER TOWN HIGHWAY SPECIFICATIONS - i.-, — . 1 �; %+' 11.2' ACCESSORY STRUCTURE SETBACKS ..a.. ..a',' I ..'..'.".i STREET FT I 25' MI - �1 I o I.o::: o �1 ;: ' ❑ SIDE 25 FT i I (3)EVENT PARKING o � N L-1 REAR 25 FT 1 I I @ LAWN + + N � - -21 - ...... 01 , 39 I I I I + + ! + + + THE UNDERSIGNED,PURSUANT TO SOUTIIOLD TOWN CODE SECTION I I + 9' I I � + __ 280-1310),ACKNOWLEDGES TIIAT THE CONDITIONS OF THE SITE FLAN I -_j�- + + + + %''.+ L-1 + + + + + + �-1 + + + + + + L-1 + +: + 1� : �' APPROVAL SET FORTH LST THE RESOLUTION OF APPROVAL DATED -I :_... . .. �/ 10. 120 f '� + + NA*1VE Gfi!ASSE8FESCJES + + + + + + �4 + + + +. .' ..... ARE ACCEPTED(SEE CONDITIONS ON RESOLUTION). EXISTING ELM .'.'.'..'.'.. EXITING + : -I- + + GG \4 6"DIA.18'HT. .'.D..... .............................................................'.'..........'..... .... + + CAVIL LOWERS + + + + + + + + -IEEDAN-TREES-- - - 326'J� ` TNkNIE W����.kw- * M oov^Z-r, .Q ROM 8OUTHbLD T�WN "STREET TREE" + ; + :+ ...- :' ...'.'.'.':':':':':' ':':''.':'..:::::.::':':'::.::::::::::.:.::':':.:::'::::'::'.:':'::':':':':':''' + RE�6MMENDED*LANTIINGS + + + + + + -,I _a -�- - x —x +_pct y llCi ✓w c;e� /� 30 n'.'.'.'.' '.'.'.'..'.'.'.'.... +. + + + Q.'.'.'.' + + + + —x 2 RUTH l"ED.SIGVATURE " iir7TC .... ... + +...... —x TITLE DATE .':':':':':':'.':':'.':':':':':':':'.':':'.':':'.'.':'.':.'.'.':':'':':'.':':':':':':':':':':':':':':':':':':':':'::':'.':':':':':':':':':':':':':':':''.':'.':':':':':':':':: 7... EXITING DECID(10US+ -I { + - L'.'....'.'................................'.'.'.'.'........'.....'...................'...'.........'.................................. CE R TREES - x API ROVED BY i, P111-1-1- i"'.' : .+ + + + SE ECTIVELY C EARED + x �3 PLOTTE 31JULY17 FOR SUBMISSION TO PLANNING BOARD TowN ol'soLTHOLDPLAA!1M1G BOARD !!� -` _!,-rtl,•m11a..'------,j111 . �'' 1 D \� ^.� j .'..........................................'.'.'.'.'.'.'.'.'.'...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.':'...+ ihi '•, o' ...'..' '+ + L+ x �—x REVISED:'.26 JUN 17 TREE & PARKING @PLANNING BOARD i .. 1 IJ .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.':NAT:URAL'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.. - + + - .'.:- '.'' ! + ';x 44 .....�,r�e I� . AUG Q 1 2017 w.lk REVISED: 16 MAY 17 EVENT PARKING; BARN LOCATION �� AZdroi7 t x CIIAIttPERSON s:GNATURE �'" --- N :':':':':':':':':':':':':':':':':':':':':':':':VEGETATION :':':''':':'':':':':':':':':':':':':':':':':':':':':':':':':':':':. - o N :':':' ':':':':':':':':':':':':':':':::::':':':::::':':::'::':.:':::':':::':':':':':':'::':'.':':':':'.'.':':':':':'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'. �, + i -f + - —x REVISED; 24 FEB 17 /o LANDSCAPED AREAS DATE L..,»,._._.._.._---_,.....-._- .- I x 45 NOTE:Thea r S!,+n'e:c9 s,�: ¢ [� ..'.'.'.'.'.'.'.'.'.'.'..'.'........................'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.....'.'.'..'.'....'.'..'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.''.'. + + + PLOTTED: 27 JAN 17 PHOTOMETRIC PLAN approved site develop►nent Ian shall be valid or .,•n 9.•„r P f a period of eighteen(l E? ;i.n,.,n M :':':':':'.'.':'.':':':'':':' ':':':':'':':':':':':':':':':':':':':':':':':':':':':'::............................................'..'................'....... x —x montbs from the date of approval as per code section 280-1321. . -.- _,_,._..._,_,._�..�._y . -� : N PLOTTEd: 08 NOV 16: SITE PLAN APPLICATIONS o :':':':'.'.'.':':':':':':':':':':'::':'::':':'::':':'.':':':':':':'.':'.':':'.'.':'.':':':':':':'.':':':':':':':':'::':'::':':':':':':':':'::':':':':':':':':':':':':':':':':•::•:':':'::............. x �_ � : REVISED: 25 OCT 16: ADJUST DRIVEWAY FOR UTILITY POLE LINES LOCATED .'.'. �x -x 4'6 S ITE PLAN REVISED: 30 OCT.E T1166 UTILITY IG TING &TREE SPEC. NORTHFORK UNITED METHODIST CHURCH I Z I:':'.'.. .. ... . .. . '. __x "' DESIGNED BY: D.C.H �x I REVISED: 21 JUNE 16 SURVEYOR rp AR 43960 CR-48 ; CORNER OF HORTON LANE I AMERICAN BEECH "." .'.'.'.'.'.'.'.'.'.'.'.''. - �x LANDSCAPING REVISED: 09 MAY 16 PARKING ' ,,. � c /� DRAWN BY: M.P.G. 4^D(16'HT.) ° ------ x ti� CWK f SOUTHOLD NY "STREET TREE" a - x ___� x� " \jq REVISED: 1 APR 16 ZONING BD REVIEW /4 �,�� *%,A • �� CHECKED BY: D.C.H ' .. ! p s ' S ,p .. .'.'a'.'.'. - __x � 67°()6 4'� REVISED: 16 FEB 16 LIGHTING, SIGNS, & DRYWELLS G:' 4 '� APPROVED BY: Y. PLOTTED. 27 JAN 16 " : 'g> a ' ' D&D HARVEY - ARCHITECTS PLOTTED 08 JAN 16 PRELIMINARY DESIGN �� 1 PO BOX 3268 30 NOV 15 . 1. �r 0,58 FOF NEN DAVID C. HARVEY SAG HARBOR, NY 11963 I N.Y.R.A. 025823 631 5377640 DAWN W. HARVEY SITE PLAN S-� N.Y.R.A. 025141 SCALE:1:20 Q° bo b0 10 0.0 / h to bD C aH c�RB to to to to 71 OAp� to t° 263�� �__ �E R b bo M�pp b t a Luminaire Schedule 48 N1 R E�GEOFPAVEM UTILITY POLE Symbol Qty Label Arrangement Total Lamp Time On LLF • o lumens Description cti O A p to t.0 '�^ 8 L-1 SINGLE N.A. Special Events 0.903 FCB451-LED (FC Lighting LED bollard; full cut-off) esti /`NHRE�VNE R b.0 y or similar All" r b0 to - (2)Q Front Door R to to M N O b0 � � M Dusk to 11:00 PM UCS-STR-12LED-WW (Arch Area Lighting LED wall bracket) t° ° M 8 L-2 SINGLE N.A. (7)Spec.Events 0.903 (or similar) to to u 1 \3t1lV1Y11117q - b.o 1 ° ° Motion Sensor to 0 .0 o Q 3 L-3 SINGLE N.A. Only Not on Timer 0.903 HSL16 7_5 WATT (or similar) *0.0 ° M 2 L-3 SINGLE N.A. Dusk to 11:00 PM C�� .o b° ° 11 of ° � � � 0.903 HSL 16 7_5 WATT (or similar) @SIGNS .0 0 D i' 0 0 to b.o b. o P M 1 1 Calculation Summary to b.o o g a b Label CalcType Units Avg Max Min Avg/Min Max/Min t.0 o b d b b b o p p Hor FC @ Grade Illuminance Fc 0.15 4.9 0.0 N.A. N.A. to d ba d b b b o M ° W Hor FC @ Property Line Illuminance Fc 0.00 0.0 0.0 N.A. N.A. to o b d b to O North & West Sign_Side_2 Illuminance Fc 0.68 4.6 0.0 N.A. 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- to to to to to to to N b.i ti b.1 ti z t2 to bo to t.o b2 b3 t.e 1.i 2.0 1 t.+ t2 t.1 b.1 b., ti tI tz bs to LIS 1.z t.s is ti b.1 b.1 ti ti t., b to t.o to to to to L-2 to b_J t.1 is b21.3 t3 1 % 5.0 1 o b.4 b.z b 2 t i ba b i t i t.1 b _to-t o_2b5'to--_t.o_to 69' L-2 to t.1 b2 b.3 b.4 t5 t.e b3 1 1 t3 b3 t2 ti t.1 t t.i t to t0 t t.z 1s b.0 1.2 t.51 b.o b0 to to 10.0 t b2 is to v 12 7 is to t.3 t b.1 ti t.1 t.i bo to bo t.3 b.s bs t.v t.0 t.0 t.o to to to to L-2 t b3 t4 t7 1 t PROPOSED 3 tv b.s ba tz t.1 ti t.1 ti to to t.o is to to b.s t+ t.3 t.z to to to to t2 ba b.s be 1 t.i CHURCH 8 1.3 t.7 t.< t3 b2 t., b.1 b1 to to b.o to to t.o to to to to to to t t0 ° t2 t.3 t.s U 1 1 a2 }.i is bs b.s b3 b.z ti ti t.1 to to to bo to bo to bo to t.o to to b. ° O W b2 ba b.s ba 1 1.9 "t 10 1 bs be ba bz tI ti to to t0 to to t.o to bd to t.o t.o t.o t - ----- ----- - ------ - ---100 ---------- ---- -- --- L-2 p b2 ba 155 t 8 16 S c8 h.e 2.I 1; t.7 t4 t2 t2 t.1 t.1 t l t.o b.o t.o to to t.o to b to to to t.o t, zto M L-2 b.zW _I .A bz 1z R.i 1D 10 b.7 b.s t3 b2 b.1 ba t.1 t bo to b.o b.0 to to t.o t to to to b.o b, to b.1 b2 b3 t l to t bs be to b.z t b.i b, b.1 b.o to to b.o to to bo to b. b.o to t.o to t J t0 t.1 t.z is b3 A b+ 125' S3 ba is t.z b2 t ti b1 b.1 to bo to to to to to t.o b t.o to bo bo b D L-3 L-2 L-3 / to p t.i ba t.z t s b.e 2z i.e 1.e b3 b.i Do to to to bo to to b., t is t.3 is 1s % Rs b.e b4 b2 b.i b.i t ba t.3 to 15 be b4 b.z bs b.i t b.i b.i t to to to bo bD bo to to bo b. b.o b.o to to b Z t s 1s t.7 12 t3 t.0 t.0 bo t.o bo t0 to b.1 bs t3 t.s 1.0 1.4 12 a to t3 t.z t2 to 1.1 1.. is is t. b.1 t.1 to to to b0 to to bo ba t.1 t� t.0 b.o to to t _ t° , L-1 L-1 L-1 L-1 O b.' t.1 b.� b2 11 bs bb b.e b+ t2 t.1 t.0 to to to to to to b.1 t.1 t.) b.z t.4 is t.7 t. o io t+ t2 t. t ba t.e 1.3 1.e 43 ;6 t< t t., b.1 t to to to to b.o to to to t.1 is is t? tD to b.o b.o t t m ® ® _® to t.1 t.i t.z 4 t.4 .4 2-tt-tr_to--to'0o 0 ° " .0 totr-'01 t1 Q b.z-3�- 0. t4 :�����.r- t.r--tI_t'z�r-ta--tc��i.r�.s�r---t.i-.-to--��-to--to -t�tT�DUt.o-b�_t�5.� A tz to to to b.o t t.o bo to to b.o b bo LO t to bo b.i t.1 b2 Q.�b.z -t-r- i�QD_�o b.4 Qv-bo-=to-bo. bo- to bo_.t_ to--bi i bz-_b2 42 b3 b.3-_b.i_- b�_ t.� t-_Qz-_b2. bz-_t2 b2 -ba--b.z_ _b� - 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o b.o b.o bo to to t.o to bD t.o t.o to bo bo bo b.o to to to to bo bo to to b.o o, .o t.o bo t.o bo t.o b.o t.o bo to b.o t.o t.o to .o o to to to to to to to to b.o to to to to to to to to to to bo 0 0 t UTIL TY OL b.o to to bs t.c t.2 tD to b.o_to _--- to to bD to to to to bo to to to to to t.o to b.o to to 16.0 to b.o to to to to to,bo--to to t.0 to to to to to t.o bo to to to to to to to bo to to to to to to to to to to to to to to bo to to to to to bo b.o to to 1.0 - b _�' to to to o_b.0--to b.o b.o t.i ba bo t.0 to bo to t.o to to t.o to to to bo bo to to to t.oo to bo bo to U to-to to to to b.o to bo b.o to to to b.o b.o to to to to t.o to to to to b.o to to to to to to to to to to to to to to to b.o to bo to to to to o .0 U to bo o to bo to to t.0 t.0 bo bo bo to to t.o to bo bo totD to to bo to t.o t.o bo o_Do--to 15.0 to to to to to bo to to to to to to to to to t.o to to bo to to to to to tt.o to to to to to to to to to to to to to to to t.o to to bo to to to to APPROVED BY.o .o t to to to I o to to to to to to to to to to to to to to t.o to to to to t.0 to to to to to to to to to to to to t.0 bo to to to to to to b.o to to to to to to to to to t.o to Ito to to to t.o to to bo t.o to to to to to to bo t.o to t.o to t.o to to to to 0 0 to to to 10 to tD to to bo to bo tD bo to to bD to to to to bo to to bo to 10.0 Ito to I Db.o o, b.o to t.o to to to to to to to bo to bo to o. d to b.o to to To to to t.o to b.o to to bo to b.o o to to to to o to to! to b.1 b.I to to .o PLANNING BOARD to to to o bo b.o t.o to to to to-t.0-b.o oD �.o to bD to to to to bD b.o b.o to to o b.o b.o o to t.o to to to to bo to to to to bo to 0 o to to bo to 6a to to to to to to to bo to to o to 'to t.o o to to to ba 3� b. to 0 L-� TOWN OF SOUTHOLD to to to o to to b.a--t.o 0.0 to to t.o bo to to to to tD '0.0 t.o to .o to b t � bo b.o to to o to to to to to to to to to to �b to t.0 to t.o to to to t.o to to to to to to to t t. to to '!to to- o to to to b2 19 to to .o 0 (3)EV NT PA ING N bo b.o bito-to LAWN oo to to to o to to to bo to t.o b.o to D to t.o b.o bo t.o to to b.o o b.o to to t.o to to to t.o bo to to to b.o b.o to to to do to toy to bo bD t.o to to tIo to to to to to to to to o to bo to ti b.1 to to .o DATE 0 b.o --b.o o.o to to to o to bo to to b.o to to to .� b.i b.i� to b.o to bo t.o b.o to bo t bo bo to to to ti tI ti bo to to b.o b.o t.o bo bio b.o tole to bo t.i b.1 ti t0 No b.o b.o to to to b.o to 000 � o to bD to to to to t.o o of to o.o t o-to--bo b.o bo bo to to to b.o to t.1 t.1 ti t.o to b.o to to to b.o to to to b.o to to to ti ti t.1 to to to to b.o to to to to to to to b.1 ti t.i to to b. bo t.o to to to to to to to to to to to t.o .0 M L-1 ® L-1 L-1 ® *0.0 t.o to to bD to ti b.i 15.1 t.o t.0 to to to 15.0 to .o t to b.o b.o t.o b.i b.i b.i to to t.o to to to to to to to to to ba 151 bi to bo to to o to to to to 0 o to to bo bo to t.o to to b.o to 0 0 to t.o 0 7 to to t'° REVISED 31 JULY 17 PHOTOMETRIC PLAN -PLANING BOARD to to o to t° REVISED 10 JULY 17 PHOTOMETRIC PLAN d _. D to _ NATURAL to t° VEGETATION to o CSI to to to b0 b o to i to to € ��' AUG 0 i 2017 10 t.0 to 9 M to to t° N I o 0 to to to to ° r b.o t0 to to '3.. . .83 z b0 bD t.0 b.0 SITE LIGHTING PHOTOMETRIC PLAN NORTHFORK UNITED METHODIST CHURCH to �i �t5D Rf?C ' 43960 CR-48 ; CORNER OF HORTON LANE b.0 1 .0 ° bD 'to b.0 to to to b.0 CIARK/, �,C CHECKED BY: D.C.H �\ � �,� t.�y F� WN BY: SOUTHOLD, NY to t° APPROVED BY: to to b0 b0 to �J }" :, D&D HARVEY - ARCHITECTS b.o o bo r„ i 0"58'z'3 PO BOX 3268 30 NOV 15 to b.o t° Fp� cyJ� DAVID C. HARVEY SAG HARBOR, NY 11963 N.Y.R.A. 025823 631 5377640 DAWN W. HARVEY SITE LIGHTING-PHOTOMETRICPLAN SL-1 N.Y.R.A. 025141 SCALE:1:20 D •♦ � A\•1b �,G •i D 5 1 1 ♦ ,- m r� pow "'-- 9\ ---A• AV A KEY MAP �M N� R (G ' g tn�5(Se e O � TNVAs0SUBJECT 0(N4.6N PREMISES ake o\ a �. ,{xews ��{♦.2t\�.t�O Seed%x Ak. A\ UZ\��0 40. B -o[e------------ _ 40. 4 Im'q Z ji O RCQUI:T`�C� tJT t\.CC{:6°�B , A\10 '1 39.98 ASPHALT PARKING m D INSEE , S;O 1 gC^Vpt10 SAN�t1+' pA �!� A1•p3 5 _ _ 40.38 L'��{Rof Al r1 A\y\ 9.51 1 )Q ell � OD,O� m yi .'� .t, (C��DONNEGTED ' r O I m O� Al\6 ^/ ` �i 1 !.K/ PROJ>: T 1�AT� A$) > l9- TO PU8�1a 32 w s 0 '� °WATT '''��\t GU{ P J / ♦ ._ _- � r ,A1 \\yam r\5 O�\ ',,F�G� '39., 3 39.26AV 39.33 --'- Q V -__u-•- 39. OONC C- T.G.41.3 , ,� 1-• U 06' �\,\!1� ` _ Q--O-__------ /BRDSN ♦♦♦♦ "RAIU r,' 39, r,% ♦ aTE. ♦ EE51 R 38.3 I �", °B8 �/ ♦ 39.4 ALK --- 1 ♦39. � A13A ' , 1 , 402 gSPHALTW - 40 T, 1 ,♦ n�U. R/�?e4g/N - --A3y`` ♦ G•A1 1, a �� O ♦♦♦ \ IGATIOri�,IRRI 38. C/ ' B• r'`' 6\Gv\ ♦♦ WFJ}7' F.FL 41.94 ,� m 40.5 ♦ I ------- -------- ♦ \i' YQ� 1 39., X 41.2 1 --- ----------- _ --------- � ♦♦♦ r' _ � i 36.11 ,1 T G•A3' 3• I 0 CLEARING Tpp' -56 �,\ ' 41I' LIMITS ��' , roi , PaW' U Q I ♦♦ 7py ,r 1 1 I� WN �/' ♦ 40.3 I �, Q , 1 ,``♦ ♦ 'A9 1 � r b. SBR \ '� ' mm � w 31 1 ; `♦ ♦ .-� `♦♦ ; ,41., ..¢�'CFz �� ♦ D ' / O2y. �, 1 1 39.2 .'h0 4 /' - ---- ------ - 'LT _--- --42-rte- `` Y 1 ' Y 710 @ 11 ♦♦♦ {F�' A B.C.42.56 CONC.CURB qT �A'P1 1 1 ; 0P03Ep C ,n -- A3•AO TE V\� p11 .G.43.06 R , 1 L RIN r ', 1 ' 1 , TY HEDG 1 1 �� ♦ 1 31. �� 43--- er�A'r�A ►e 1 , 11. IVEi ; z.n 39118 ` 31.29 __- _- 60 41 6, P�•`/E�� W t �4 ♦-_' i TYPE /' • ! �"�lJ 1 �� , �O � ♦, ♦` r , .B5 ---- �GE OF 1 W 1, 11 _ '� L7.. , 1 t7 y 321,2 ♦, I , r' `Ili LL sem" 40..0. I �, �l�•♦C\ ♦',♦ t T(• e�S�♦Net C1,7o ♦♦ 9, 1• 1 ,I `91 Rq ♦ @ PARKINGI 42.2 AT /3 MI rA - 36 LP ------ IT lu , �ncK 344 � 11 1 > O eTQ I ,l� t�`t ♦' . 11,, ♦♦ ♦ eroe 1, I 1 3,.111 I 8 q ♦ , , E o mtw O �� ♦♦ 1 ,' 1 w o E .� . SBR ♦ ' »o. ' , 1 Iy,♦ `i, -_ - '- ' �'C\- O • •♦ g t 40.2asT 1 O wo Ptd AT3 ` ' p� �l� •nm. 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I 1 39.46 1 1 1 (TEST HOLE DUG 5Y 1"rDONALD GEOSCIENCE ON JUNE 28 2016) $ o Y �?'�44' w 0P SED Wq Y V� O g T 3.5 EL. 43,0' O 1 O -- -- - • T.G.411 ; , 1 1 1 1 If. g>< _ w EVA T IONS 3ASED ON EL BROWN LOAM OL E %� T. .44 �, •; _ nvj owl-- 1988 USC GS D,41TUi~I �D {M ; L• `' ♦ .•.w r -ADW r- •._ 1 • 1 1 1 / 1 i' j111,♦n l / '1 1 40 J S,C, TAX No, 1000-63-01-15 -�cm Tr �O 1 • ... / T PARKI G 1 • 1 1 1 1 �, .M r 1"01 pROpp0E27 ,\G ' ''♦ ♦' /' PROPOSED ASPHAL : ; 1 1 , 1 /, 39., 45• ./ t� 101 T.G. 1 LOT AREA: 10C,15ro 60, FT, (2,431 AC) <, Y�� SIGN = • GREYISH BROWN SANDY SILT 1'1L � 'm 5•°' � `% T•G 42 � o. 45 D 1 �b Q •' '• i. • 1 1, L1L ` CI,l1';1 '1 �� 45.9 T.G. T.G.44 ♦ 9 32� ♦ ',� INFORMATION TAKEN 1 y LG. 4 43.6 1 , 3� T° • ♦ 5Y NATHAN CORWIN j T.G.45 •• ik • ` J DATED JUNE 2% 201ro ♦♦♦ N'�NG 45.4 `` 1 42.1W ♦ 46s ♦♦♦♦ % ��`• w SITE PLAN ST SEPTIC TANfG -�-� W PALE BROWN FINE TO MEDIUM SAND SP A'll 1 SCALE: 1" = 401-011 Z 1 �_ •3 ,\ , Q) (D C.0 Z LO 45.6 LP LEACHING POOL Z �AO (0 1 p ' )UaV � �,I t100 ALL WELLS WITHIN 150' OF 0 J X N PROPERTY LINE HAVE BEEN � QLO EL, 26.0 1�1 1 SHOWN ON THIS PLAN GT GREASE TRAP z m O QUIR�s NO WATER ENCOUNTERED ,� � ' 0 SLDNS ONLY RE s EAN OUT �b O co EXTERNAL c.L o EP EXPANSION POOL U) 0- O (.0 ------- SEWAGE DISPOSAL SYSTEM DESIGN CALCULATIONS NOT EC11 GE "E Q Dept. of Health S rvicY• HEAV1r DUTY LOCKING eS by p CAST ti'tt7N 1"M'AMM HEAVY DUTY LOCKING, USE SEATS/OCC SANITARY KITCHEN TOTAL N CIGI� TQ 61%ADC HEAVY DUTY LOCKINti CAST IRON t�1 5 m'1, � GST IRON ►�>e��'� 1�1�1 � 6 20117 fl �q'r EN't/y HY w SANCTUARY 144 SEATS O 21 gpd i 1 ' VISCI G R p .. , 1 5 X 144 21 d T t5 R AQl' 5 / EAT 6 M AND �'`:!t$ G FF 45 Inch traffic L� INV 43 FUNCTION ROOM 90 OCG. 5 d X SO = 450 d 2.5 X 90 = 225 d 6'15 d Suffolk Count Department of Health Services Y1 44 CoY�t� gp gp gp gp Approval for Con tructian-Other Than Single Family H �• r r•wt � � r (2) CLASS ROOMS (2) 6ea = 120CC. 5gpd X 12 = 60gpd 2.5 X 12 = 36 90gpd CIO-(6-0013 (6'001 .♦n/11�. i13"tlrafi'iIC COYer �� `�,� '` � ,�r«tr�vlers . � Reference No. 3 Design Flow gf31 (,PD � �' `��• ' . ....:._..a it' ...,...,...�.,..M.. •- • ' � $..,.... G. TOTAL FLOW 26 1 L L � 255 981 d ,. .. .. _ .......... ........... ..-�,... _ .,,. �,....._.........._.., .. gp .. .w �.��.:�.;....... Use(s) Nov (...�exstil Ay pvc pipe 3"$5 +t"'tNG p�5DR •" Cr ��---------e---1-meefin�_reoM�--- - # � , 1��N '' - ��- ,�� plans have been reviewed for general conformance with Suffolk DRAWN B J OUT OF INV. 42.25 . a +�cap� SANITARY SYSTEM DESIGN County Department of Health Services standards, relating to water PVC p1pe BUILDING, 41.5' � , incosupnsistencies stern essor sewage Disposal. Regardless of any omissions, IN1t�I2.7 _ �a� SEPTIC TANK tail, construction is required to be in N11' ance , 1/2/2017 GREASE TRAP { INV d2.0 's6 M�+ NV. 41.26981 d x 2 = 1962 GALLONS with the attached permit conditions and applicable SOG *� standards,unless specifically waived by the Department.This approval or 2at�tltA - SANITARY SYSTEM PROVIDE (1) 10 FOOT DIAMETER X 4 FOOT LIQUID D expires 3 years from the approval date, unless extended or renewed, SCALE: SEE PLAN SESTALK* foot" h '� Ov DEPTH - 2000 GALLONS quid rA SITE DATA617/Z017 LEACHINCx POOLS Approval Date Reviewer I SITE AREA = 2,431 ACRES ealgpd / 1/5 - 654 SF SHEET N O= BUILDING AREA. EXISTING = O 5/ i �t�" TI PROPOSED - 1,460 SF us /LF Dor �I Water Line(s) MUST Be hspected By The 654/2 1SF SYSTEMSTE PROFILE ��� � foot Dlr1 E: 2) 8 DIAMETER X 14 FEET DEEP Suffolk County,�� �oo� d@e (I) 8 FOOL DIAMETER X 14 FEET DEEP EXPANSION POOL Qept. Of Health Services. ALLOWABLE SANITARY FLOW Cali 852-5754, 48 Hours In Advance r� LEAC NG POOLS GREASE TRAP Te Sc�;ec'Ir!p Inspection(s). GROUNDWATER MGT. ZOVE Iv ALLOWABLE F E -water,+ 1 3 62.2 0W F01R SITE a roOO GR gpd ALLOWABLEUSE MINIMUM TANK = 8 FOOT DIAMETER X 5 FOOT LIQUID - 1500 GALLONS EXCAVATION INSPECTION REQUIRED FOR SANITARY#� BY HEALTH D PARTMENT C AUTHORIZED ALTERATION OR ADDITION Note: ALL SUBSURFACE STRUCTURES; � � �D I' ��� `. Mi THIS SURVEY IS A VIOLATION OF WATER SUPPLY, SANITARY SYSTEMS, p"pµM�. JM p{�Cy[Ep�' JM 6 (/;/' jt",CTION 7209 OF THE NEW YORK STATE DRAINAGE, DRYWELLS AND UTILITIES,UCATION LAW. SHOWN ARE FROM FIELD OBSERVATIONS PIES OF THIS SURVEY MAP NOT BEARING AND OR DATA OBTAINED FROM OTHERS. rao RE oarE NOV 2017 2.4444 ^1) 1.�� .(J_ 7 THE LAND SURVEYOR'S INKED SEAL OR AUK ES U EMBOSSED SEAL SHALL NOT BE CONSIDERED THE EXISTENCE OF RIGHTS OF WAY \ TO BE A VALID TRUE COPY. AND/OR EASEMENTS OF RECORD IF GUARANTEES INDICATED HEREON SHALL RUN ANY, NOT SHOWN ARE NOT GUARANTEED. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. GUARANTEES ARE NOT TRANSFERABLE. OONOR�E MONNM�Nj �� 63 fl o 2 C' w d091 � m N6'f0tv o OONGR��MONUM�N� Cb 0 b' p •o 39.9' 0 n � o � o m 0 z o 88.6' N z W N 69.0 16.0' FOUNDATION - DONCR� _ .�.� - 7 4' 7r 100.4 Ty 125.0' 100.4' W Q o N IT{ OONOR�E MONN��ENZ an s00640 z 5T N NC_ C UM�NS CONOR�F.MON ��� a �a�oa Concrete As-built Survey for Property OF N� Y� situate at ° Southold Town of Southold ( � Suffolk County LAND SURVEYING p N rj V � s 986 SUBDIVISIONS AUG' � 1 2�1New York4 Mintoville@aol.com �, �4tAND 5v Tax Map X1000-63-01 - 15 Q TITLE & MORTGAGE SURVEYS vv Scale 1 "— 30' May 21 , 2018 TOPOGRAPHIC SURVEYS LAND PLANNERS GRAPHIC SCALE SITE PLANS BUI1,Dr4G DEPT. Tei= -ro ""171' - � � 30 0 15 30 60 120 JOHN MINTO, L.S. PHONE: (631) 724-4832 LICENSED PROFESSIONAL LAND SURVEYOR I rl NEW YORK STATE LIC. NO. 49866 FAX: (631) 724-5455 ( IN FEET ) 93 SMITHTOWN BOULEVARD SMITHTOWN, N.Y. 11787 1 inch = 30 ft. UNAUTHORIZED ALTERATION OR ADDITION Note: ALL SUBSURFACE STRUCTURES; TO THIS SURVEY IS A VIOLATION OF WATER SUPPLY, SANITARY SYSTEMS, OWN By JM cwckuBY JM �R�� - '06 X56 SQ.�. SECTION 7209 OF THE NEW YORK STATE DRAINAGE, DRYWELLS AND UTILITIES, / EDUCATION LAW. SHOWN ARE FROM FIELD OBSERVATIONS COPIES OF THIS SURVEY MAP NOT BEARING AND OR DATA OBTAINED FROM OTHERS. rnl MY. NOV 2017 � �� ACRES THE LAND SURVEYOR'S INKED SEAL OR 17 N .ORTON EMBOSSED SEAL SHALL NOT BE CONSIDERED THE EXISTENCE OF RIGHTS OF WAY oRawvc \ TO BE A VALID TRUE COPY. AND/OR EASEMENTS OF RECORD IF GUARANTEES INDICATED HEREON SHALL RUN ANY, NOT SHOWN ARE NOT GUARANTEED. ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. GUARANTEES ARE NOT TRANSFERABLE. 41.98 42.17 � 263 . v, • \e o " • 1 O Ro 9p5 1 � 09 4 1 O 40A1 f�1 4244 t 42-63 , t 1 t V1l s9n 1 asQho\\v� � tl ' 1 cad , 11 w°der - 11 4 X 1 �m 42.88 06 N6 1 43.08 _ _ 1 1 43.01 43.20 ' 1 1 �• 43.14 0 `b• 43.36 sign [� si9n ` '\ ® 1 vault stanchion t 1 vault 1 43.32 1 43.54 sign dry+ie41 1 1 O ' aryy1e4 � � , SEPTIC VSTEM 11 43.40 40.3' 1 43.70 uli 1 44.01 1 mli CP CP t 4464 44.08 , t 4349 9°Y1 43.75 SIN 44:2N t c-� d4.10 o , 1 43.65 cz concrete o 1 p t� 11 a ywell m 01 44.60 's� - 1 uF,fty pole concrete a� 1 44.02 concrete 44 62 t 1 concrete 691 �ywell .0 1 fV 45.00 ; arywell (� 44.91 work t w [Vw_ 45.02 J 16.6 44.87 45.02 BUILDING (C}IUR 101.7' ,ISTORS► 81.6' 45.06 2.6' �/,6 SW.f . J o 743.26 -� walk 0 43.54 4518 ce 44.27 44.86 2.5 125 3' 45.12 cellar entrap 43.94 43.20 4490 /� walk �� 4511 45.15 4344 concrete 44 68 44.55 walk curbing 4219 w 44.70 0 work 44.08 45.01 w 4430 44.20 43.51 \ AS HALT w Q arywell S AREA 44.24 curbing 43 90 4459 4366 L 101.1' 44.-9 43.3 PARK A 44.15�v wa!k ��- 44.07 43.95 43-97 43.32 T� � kp 44.10 J 44.07 43.36 Q curbing 43.91 / 4392 ---- -- 44.61 44.42 LP 4217 44.16 \ ASPHALT 4441 43.10 43.26 4190 walk A 4314 cot'h bosm PARKING AREA 4433 ---- _ 42-75 . 42.56 I 43.56- _ lP 1+ d310 catch bas'n 42 49 d4..0 -- catch basin 42.61 44.90 44.03 - _ 43.31 42.41 44.13 43.23 44.18 4417 43.31�s;n 38 43.33 42.91 4784 edge of Pavement 43. u" pole catch Mn��MEN utility poles edge of payemena5.m (Sy_ t 43.10 43.68 43.65 44.63 43.81 43.50 45.19 menl cOch basin �� Y 45.58 °sphalt 44.90 4401 edge of pavement 0 S6 45.50 44.69 4388 moot 44 49 edge of p°� 45.73 44 6ti 0 4549 UC1RIC SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF C0"1rTr UCTZ:O WORKS Z DatOt 1 7 2 9 H.S.Rer.Nj. e.I o -1 0 The Colviccom els oo,31 c�iif i� ,.t t. t.,.1}• tV FD� D u r�lS(yGi,^ttCil��y uV^ O l til. 6C`,'0;�'(�ft`f CEfQlfled iJ fl tfliJ LJ vf.r i w�li f i,� 7i r :e' �uencies and fioulzd APR 1 8 2019 GRA' N�M�N 326 51 ��' -. .,-- _ Craig ttneppel', P.E., Chief 10�' T0'jVN OF SOVT-JO�� TOffice o tiasTevVa eranage 46.29 77- or: Final Survey "S0 t,N 41 , a, Survey for Property Y situate at 0 �! 43 �o Southold C gac 6 '(�_a� Town of Soufhold LAND SURVEYING Suffolk Counfy, New York �J Mintoville@aol.com Tax Map #1000-63-01 - 15 SUBDIVISIONS „ TITLE & MORTGAGE SURVEYS Scale 1 - 30' Dec. 12, 2018 TOPOGRAPHIC SURVEYS LAND PLANNERS GRAPHIC SCALE SITE PLANS 30 0 15 30 60 120 JOHN MINTO, L.S. PHONE: (631) 724-4832 , LICENSED PROFESSIONAL LAND SURVEYOR W � 1 NEW YORK STATE LIC. NO. 49866 FAX: (631) 724-5455 _._. ( IN FEET ) - A 93 SMITHT t TOWN BOULEVARD SMITHTOWN, N.Y. 11787 1 inch - 30 ft. , 0s G-r;R,4DEE MAX. 2' f 1 LOCKING GRATE ¢' ' 1 ,4 OR LOKING CAST °• ®®®®®®® - - - -- - IRON COVERT%rP, EACH 1 `\ 1�: ®®000® - I z _ i 0®0000 o € DRAINAGE PIPE (TYP•) . ^lY, 18" CMP T1'P PRECAST CONCRETE: �� r I I ! LEACHING RING z ' ®®® I , AS NOTED ��� - ' cA I - r 1 1 I;p°• ®®® Y r r r - I�.:� , .° I I FILTER CLOTH -- �: / - ° ' I 1 y (� I h. •. •• rQo ter. •'•�• °1 / I o y .°!•r•o,o*.Pool . • .Q o• Ie�:a .?""'--. CLEAN SAND 4 _ _ _ _ I I �'-� �- GRAVEL FILL ��- (GROUND WATER) ; - 1 �(l- *"�'' 4Q. ' TO --- - - - - - - - COMPACTED i II Il S5% PROCTOR ;t;� r r / • X01#-\?,p' ' ~ _ 4o.'4 -O AS NOTED -Omo- v m tit MIN* MIN, � �©�� // !x(70 - - - - r �` \ ` ry $pµ,03-T pAR KIN '0 AGN L . '0 `� � 1 r - ' / 1 V) 'G LEACHING FOOL TYPICAL SECTION 1 4C�.3n - Yo r_ NIT/ Opp' ���� � �z��? 0o oop , ! (�3• rrr PROJE,GT-TO 00 ! ! . \ 1 Lo / RAtN ' ��!' � ol 101, All. 01 & umi / G ., .1 , . . 3,93 r - - �, • / �,,,��-• tO / r` / rr / r � ! fir ` \ \ ..+�.2('] ol 0o AV C r AZ 2d ! 33. , .. .. -42 . ., C' C� .1 rG��Z.3 � dd U - '. 01 ' D� ' 4 .4/ r r r r r r r �" •. t `♦ ��iAl� // So. I // ` \ c ' '( �' �` - _ _ - _ - _ _ - ` \ -. ° ` ♦ 35.30 , •' ' ' . ' N UI1'r� \ ,_ ♦\ , / \ \ \ r 41 uj r ?O 0- 4 \ ` ,p 1 / G r . . A.y,1'1 "d, ` :.-1RRIG`ATIO 41,94 �/ -li le ol 6011 PL4 \1r Cid* �C �� , �C�,r> ♦\ // // ! �rL�1' / ! \` r / �G. ' / ! \ 1� 30.1 01 / a,'i 41.2 '0. _ _ - - - - rrr // �0 C /r r. L RING rrr J �� �}`� �,j / LI ITS ♦; 1 !! 1 // \\ ZZ A��4, \"M/yr' ` ', // tl ), \♦ 40,3 r �" '' - ,,. „" - - � ` ♦ (',, 1 ,� � , 41.1 � � / � ��"+' '� � d � \ 1 ` \♦ „91 s 0., ' r " \ \ 4 / .. .. - .. .. .. .- .. - .. .. r_ .. - .-. _ - _ _ ---42 - �.. - .. \\ I 1 1 ♦\ ` � ' ' nl �. ASIN ' / 42,56 C©INC, CURS G TGA -1 ; 11 1 - - O�r �', *0umme �.��-'.1°' 1r 1 _ _ _ , 1 � \ ` 81.23 _ r�. o a ''� 11 ! �` cl�( 41.6 % 1 1 1110 71 11 Jf 40.0 01M 35,4h, 42.2 �, I 1 A A 1 \` •33.16, �SPNAI-T t A� s; 1 r ��,,, . ;,...�� '' � � ' 1£`°ASN / c ', \ 1 \ 1 - ... ., '•'• ar C: - �♦ �-r�1 ` % PROPERTY LINE 13 ; __ 1 . ' 1 : ' '' � � ' ., � ♦ IN LINK _.'-�"' o'r.----� / / � A �' Q �- E�-----_ r ' ,� �' ,) �� 4 / \ w \�� '� E I �1 , - � r<<,_.. a ���'�., 40.2 F` 011 r100 69.0 ♦,' m /! ! / 31.64 `♦ I` V 1 1 w.-D -- � V , 1 O I $ ♦ 1 I ` \ \ \6.O� 16.0 At 1640 6F %; 11 ` ►1 �. 10 \\ \ \\ `\ \\ LINE OF DEFLECTION �, �j FL.OoR YRE)TRUcwR� �- - - < \ /N..� _ - _ _ - - 1 0T0'Rp,'~l-, 4�a 1 IN CONCRETE SLAB \ - - _ .. _ r r „ _ 1 1t ' 1 \ `I ♦ ASpµp,4.T p '� 1 , 1 tZ . . " �" ' ` ♦ r,r/.� ' ' p , -�^••'".� ' 7 \rt A,�,� r A'��° 11 \\♦ \1 1 1 44.4 r r r r r r r r .- •• , ,to 11111 `�,st�^.� i/-�'Z�` ; Nom.^ �+O rA 1 ♦ 1 I 1 1 3,000 PSI �w O , �� C., !' ...,-,. - - �N V \ 1 CONCRETE SLA r, a, 1 - i 39,55 1 I 1 1 D TOP SOIL AND SEE �:, Ir ©pn� -r.0 1 ;;c�.; I 1 ► , 1 ' DEPRESS CURB �1 x r " i lk' � AT ENTRANCE .,..� / ,. . , / ;t ,, , ' tr t� ter.,.. ' l / r (9 ry4 .Q �,; �.�' / r . W/fa.A1E 1 1 ! 1 1 ,► m 31 (� - .• .. r 1 ; 1 '�} I - '� '� 1 1 1 !',+�'a' + '" `. ,. / 1 {, q,P 1 (� T. �,�• r, 1 t 4C7, t 1 W r - 1 1 uj KINd` 1.,A'1 1 11* �kw � r ` - ` �/ \ r r / AI,6' �r I G 1�, l:^ D, ♦ r ♦ r - .. I 1, •!7. 1 1 u EDGE OF EXISTING ROAD PAVEMENT tl r ► �' , =' , ( , FJ �, '� x ► ' ;�'' '� ' = `'" ' `, tsr ► , .q �1 { ?1: 1 1 1 ' ♦ I -�' GPgTE' �; ' A3' NAT A2 't:, �< <� ASPHALT 70 TOWAl N HIGHWAY SPEC I ' � 1 T.q -- I ,p.00'0�' f? T.A' -°�- 1 1 C� ,�^ 1 jjJ tl �►-1 . LO Q'rtr I - 1. "' .1 r .. % +�j� � 1 /� PLAN A 1 4 a.w N. TOfa C»PATE { ^4.' z" % 1 1 W (0 ^' titE 1 o d. ��' ..,. A��a± 43,&� 1 1 1 �' V T . v .J T q LO A� ` QQOC.0 Y 1 I 1 � ♦ � ' 1 \ 1 rt AV& i .1 Av/""�`�' ` ♦ 11(°i� '���el.p,11T . t \ t- \ r \ 0 . � = M TOP OF CURB TOP OF CURB ASPHALT PAVEMENTEL. 45.5 To N P,P'EG 1 ►` ; 1T'C TOOP OF CURB ASPHALTP OF \\ �\ \` T J� C^ • ♦0 EL. 46.0l.T \ � � 42.1 SITE I E PLAN � L� O pµA � �^ �..i A •\` 45.4 \\ \ ` SCALE: 1" 20'-0" W v, --•----------------------- ----.- .•._ _ 1 4,� �� \♦ \ \ �'' U. O 3,000 PSI CONCRE EDGE OF EXISTI G �, 1 `♦ 1 �/ SLAB W/ 6X610/10 WWF CONCRETE CU ROAD PAVEME T M' \ \ \ 1 I It SECTION A-A 1 �� LL -A AbE I l9 46.3 •• 1 AIG P � 1 1 �O 1 NI G�P�a � DRAINAGE CALCULATIONS Parklme,Roadway 4 Sidewalk / Bern Parkin 210'x bT. 14,010 6F TEST HOLE DATA 1 100'x 22'■ 2,700 6P APPROVED BY D RAW N BY: JF I (TEST HOLE DUG BY McDONALD GEOSCIENCE ON JUNE 28, 2019p) I � 16,4,0 bF x 4 x l.4'117 CF a- ' o' PLANNING BOARD I SIDEWALK, '� •;( n BROWN LOAM OL 1-1/2" WEARING COURSE: a 16'x 80'.1780 N it TOWN OF SOUTHOLD 1 �� 900'x W-1000.r 3760 or x 2 xi.646.,CP 6/30/2017 Total-3256,CP GREYISH BROWN SANDY SILT ML DATE G x.r IIIZoI2ol� In 3256.,of CF/42.22 CP/LF .9'1.18 LF or 6 foot diameter rine• 3 p 0 P; PARKING CALCULATIONS PROYIDEI fill 6 foot diameter 6 teat deep•ea LP d SCALE: SEE PLAN 1 ®(S� CONGREGATION . 144 SEATS BUILDING, 1 (••I 11 �� 1 AUDITORIUM ■ i SPACE / 60 SP OF BEATING 125'x 40'. OOOO 6P PALE BROWN FINE TO MEDIUM BAND SP 4 COl"1PACTEED BASE COURSE: 2-1/2 BINDER COURSE 1 � MINIMUM 1/4 SEATS . 96 SPACES MINIMUM 40'x 60' ■2400 6P 41,5' X 40 ■ 1900 SF OF AUDITORIUM / $08P/BEAT ■ 38 SEATS .� � SHEET �O. 3/4" STONE: BLEND OR CRUSI--IE:D ' ,,400 6F x 7-x 1.173g.s CF \ HANDICAP REQUIRED.26-60 SPACES REQUIRE 2 HANDICAPPED *'^ CONCRETE 1 I733.3CP/42.27CP/LF -2%.2 LF 0�� Vit.♦ 1 PROVIDED M_ 26.0' . d` HANDICAPPED■4 6PACE8 Provide (4)6doot diameter b root deep -32 If I,' 1 GENERAL PARKING.38 SPACES NO WATER ENCOUNTERED IBITUMINOUS FAVEMENT DETAILS NOTE: 1 CARNr t v . • 1 TOTAL PARKING,42 SPACES ,• ' , 1, , t► �'' COMPACTION TO EiE: COMPLETED 1 24'x6'.864.r o ._ 664 x 2'xl-144.0 of ' FOR PARKING 4 DRIVEWAY AP ON IN 4" LIFTS, 1 p %p �;..L�.._� I__ y , 1 144/42.22.3,4 LF U•e f7)a foot dta.x T dee f s III) 11 ■ ` w DRAINAGE NOTES [ - I, p 05 ALL DEPTH SHOWN ON THIS PLAN �' 1 PIPING FROM GUTTERS 1 LEADERS TO LEACHNG POOLS-6'DIA. AUG ✓ �O�I +` 9nr�cJ.Sla� \ 1 =� ,« PIPING INTO CONNECTNG LEACHING POOLS a CATCH!BASIN■18"DIA. � s C ARE: AFTER COMPACTION. I o -log'-0" --- 22 _0"-- D D I - - D 4�s X X X X X X X X X X X X X X X X X i� --0 . . . 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I PITCHED TO OPENING --------------- ------- ------ .I I 4":TH. REINFORCED CONC.SLAB I ' I HAUNCHED DOWN @ EDGE CD REINF.W/ #4 REBAR GRID 16"O.C. I BOTH DIRECTIONS OVER 6 X 6 10/10 W.W. MESH HELD UP 1" r� ON 2"RIGID INSULATION G� I I I ELEVATION - NORTH ELEVATION - EAST ,� OVER CLEAN COMPACTED FILL (TYPICAL) •V- F, cn I I � i � n � ac4 O I II I I I I I o 0 0 Co > � u) m _ � i — — — - -- - - - - - - - - - — 0 0 az ¢ z APPROVED BY W � = o 0 a 0 U --10'-101 „ .O. �-3'-10�"- PLANNING BOARD- v 2 2 -- '- � TOWN OF SOUTFiOE.D w � DATE � U � 24 0 Zo Zai w w F- � w z N `��� J o � y T FOUNDATION PLAN - w o o O N w w a } z w z o Z w Y = ao W 00 u- w Zo O vim' Co LL 17 M � 0z m = om AUG 0 w 20 co, w o c� ., o OO O a U) � m 4,;,,.rd N L.. ..,.,.,. _ .rr".�_.....,nninn_. ... n, . ..r.qr.� > 06 JUNE 17 W B- 1 Scale:3/6"=1' INSTALLING CONTRACTOR FRONT VIEW SIDE VIEW rrrl)r ABT DESIGN & FIRE PROTECTION 1/4"SCALE 1724 CHURCH STREET 1/4" SCALE HOLBROOK, NY 11741 631-878-4896 FAX# 631-878-5727 SUFFOLK COUNTY LIC#111 10'MIN TO ANY EMAIL: ABTFIRE@YAHOO.COMAIR INTAKE 10'MIN TO ANY G AIR INTAKE �0 LOCATION PLEASE SEE DAYTON 'A DAYTON G(O� ELECTRICAL NOTES MODEL#7A624 MODEL#7A624 pL�� NORTH FORK METHODIST CHURCH AT BOTTOM OF PAGE 2400 CFM o 9 2400 CFM Q SEG 43960 CR-48 x x SERVICE HINGES � SOUTHOLD NY 11963 0 — GREASE COLLECTOR BOX �—SEE SIDE VIEW — 1 120V SERVICE OUTLET SWITCH I F °O I O ALEXANDER RAMIREZ DRAW BY: ON 11/01/18 WOOD ROOF WOOD ROOF �ppOR O RpOF / DUCT WORK IS 3"AWAY FROM COMBUSTIBLE ROOF DECK WRAPPED WITH FIREMASTER I FAST WRAP XL FOR I ® = CHANGE OF DIRECTION 12"X 12" KITCHEN ZERO CLEARENCE TO I DUCT CLEAN OUT /4" COMBUSTIBLES CLEAN OUT I ----RISER x All Views to the following scale _Dimensions DOORI DOOR x New Kitchen _Existing Kitchen NON Combustible[Masonry] _Limited Combustible-[S/Rock-Metal Stud]] _Combustibles I CLEAN OUT x FIRE RATED WALLS-2 hr _Exiting–1 HR OK _Special Sprinkler Instillation-1 hr ok arnc SPACE ATTIC SPACE DOOR x OPENING PROTECTIVE[1 Y.hr]–[self closing,latching,fire rated door assembly]_Specia[Sprinkler Instillation-%hr ok OR OK WITHOUT Opening Protective's if ALL the following comply: 1 I FASTWRAP XL * * 1 I DUCT WRAP FOR *Draft Curtain 24"ht[NC/LC] Hds/Aes Special Sprinkler Installation Exit at Grade---or---Sprinkler heads within 24 inches of draft curtain,60 inches apart,kitchen side i RA P XL ZERO CLEARANCE x Cooking Equipment in the kitchen_Cooking Equipment at the front counter_Cooking Equipment in the dining room 1 DUUCTCT WWRAP FOR TO COMBUSTIBLES 1 I (ZERO CLEARANCE _Cooking Equipment in a mobil unit_Cooking Equipment in a concession stand_Pizza Oven 1 I TO COMBUSTIBLES DUCT j WORK HOOD I I I I I 12"x 12"I THERMO-COUPLING IS MOUNTED IN THE HOOD I I 1 12"X 12" APPLIANCE SIDE OF FILTERS NOT TO BE I I 1 DUCT _Exhaust cfm-Medium Duty x Exhaust cfm–Heavy Duty _Exhaust cfm–Extra Heavy Duty INSTALLED WITHIN 12 INCHES OF ANY SIDE OF I 1 CHANGE OF RISER [hot top,griddle,fryers,pizza,rotisseries] [range,wok,gas/elec broilers] [Solid fuel char broilers] HOOD,IT ALSO TURNS FAN ON AUTO UPON I I DIRECTION [Wall-Linear Ft x 300][S-island Linear Ft x 500) [Wall-Linear Ft x 400][S-island Linear Ft x 6001 [Wall-Linear Ft x 550][S-island Linear x 700] SENCING APPDX.8DEGREES FAN ALSO HAS I MANNUAUA L SWITCH I I 1 x Liquid tight external weld x 12 ft max hood length per exhaust riser x 18 ga steel or 18 ga Stainless I 1 _Supply Air 50/50 approx replacement _Supply air deg difference except A/C_Supply air hood damper(286 deg max) r------- Clearance-3"to Combustibles,including 1 inch mineral wool,(insulate the combustible not the hood) i r \ 0 12"x 12" x_Clearance-3"to Limited Combustible —Solid to Non Combustible X Insulation–max Flame Spread Rating 25/x I 3/8"x 8'8"THREADED ROD D DUCT _CHARBROILERS-4'min to hood _Solid fuel to have spark arrestors _Solid fuel–under separate hood MOUNTED WITH 3/8"x 3%" OPENING x FRYER–16-inch space to the flame producing appliance or 16 inch high steel baffle 6'x 45"x 24" LAG SCREW ROD/GIMLET yFILTERS to heat source 18-inch minimum_.2LTo flue baffles 6 inch minimum(uprights,rotisseries,ovens,etc) �X LISTED HOOD in6 inch overhang stal ed in accordance with terms of its listing.maximumofffloor x 24 X E ec.inchminimum n conduit or EMT ELS ECTRIc SHELF 12„x 12„ sH ETROCK TILEMETAL STUDS 5 ASR COQI-CrOR _Manufacturer _Exhaust _Clearance(Hood bottom to appliance top) RUN DUCT OPENING < STAINLESS STEEL. epX _Model _Supply Cfm _Maximum cooking surface temp SPLATTER COVERING SHIELD DUCTS F 6 BURNER APPLIANCE R 18„ RANGE LINE Y X 36"X 24" g� X AIRFLOW of 1500 ft/minute minimum X 12"X 12" X X E 18" _Dimensions(L x W x H) 16 ga steel or 18 ga Stainless _Field welds to be Bell or Telescoping R X Duct exits bldg directly as possible _Horizontal duct travel less than 75' x Duct connections to have flush bottoms X Liquid tight externa[weld X No exhaust dampers use X Duct pitched back hood to collect grease xDucts not shared by others systems xShall not pass thru firewalls xNot insulated until inspected FLOOR FLOOR ENGINEER _CLEARANCE-3"minimum from combustibles,including 1-inch mineral woo[,(insulate the combustible not the duct) x Clearance-3"to Limited Combustible _Clearance-0"to Non Combustible x ACCESS PANELS–to be unobstructed _Within 3 ft each side of an inline fan X Signs-'Access panel–Do Not Obstruct' _20 Feet Horizontally _At every floor Vertically _At every direction change _Access door at vertical riser base _Duct Secured to bldg x EXTERIOR–Weatherproofed NOTES _ENCLOSURES in building more than 1 floor ceiling above hood or through any concealed spaces ducts shall be enclosed *Penetrating floors&ceilings *6 inches between duct&enclosure *vented at roof x Though Penetration Fire Stop System as alternative to enclosures with 6"airspace shall have a minimum 3"inclusive airspace, ELECTRICAL CONDUIT MUST RUN THROUGH CURB & BETWEEN ROOF & ENCLOSURE depending on mfg. ELECTRIC RUN FROM CURB TO FAN MUST BE DONE WITH SEALTIGHT DEVICE AND MUST FAN LEAVE ENOUGH SLACK TO ALLOW FAN TO ROCK BACK FOR DUCT CLEANING X TERMINATES–at building exterior up and away from roof x 40 inches from roof(See Drawing&Notes) EXAUST FAN AND RETURN AIR FAN TO BE ELECTRICALLY INTERLOCKED T Fan hinges away from duct,with hold open retainer&flexible waterproof cable X Grease drains back to trap at fan xMinimum 10'to air intakes,property lines,windows,doors or 3"vertical x Safe access area for servicing ELECTRICAL DONE BY OTHERS —Non-Combustible side fan termination ok,no openings 10'horizontal vertical down,32'vertical up,except char-broilers not permitted Irb'�Q• REY1/770/ f' �4 10 07521" eyCry� slio • -.1, / / - '"'.. Klll� d . , � �� ,.- _ --- I _-- --- 4470 / ll \ __ _ -- - -- ------------ ------I' I'll '11 --l--:---------------- -clv - I .... .. ... � --- -- -- ------- ..... / , 4 -. I, --- ... �Q % --_ _ .I I.. ------ ------- ..,. - ,/ Az-�� " 5 co // 45 CURB I .��' �/ � ) /. AMERICAN BEECH 263 - RO PD 4"D(16'HT.) - �' _ LE _ o NOTE: LANDSCAPING TO PROVIDE BEST_MANAGEMENT PRACTICES: �, D GE OF ppo:l , __UTILITY "STREET TREE" ° � -/ ' M1D Eo AS PER POLICY 5 OF LOCAL �� �, � • " . o' POLE _ ( WATERFRONT REVITALIZATION PROGRAM (LWRP) °qr .0--kc ----_ °'.' v. 1. ALL LANDSCAPING TO.USE NATIVE, DROUGHT TOLERANT PLANTS cy n . . .......... ." a� WN5E UNE O„ . •� __---- AMERICAN BEECH i ......'.'.'.'.'...'.'.'.'.'.'.'.'.'.'.'.'.'.'. �,� 'ti -X ^ 1'.. "� __` 4"D(116'HT.) 1•. - '.'.'.'.':'.':':'.':':':':':':'.':':'.'.'.'.':':':':':':'.'.'.'.'.' I M I I '�1' •..,...1.,, v.. .'.':'.:::':':':':':':'.'..'... '.'.':':':':':':':':':':':':'. I M 2.U.SE-0 ORGANIC FERTILIZERS WHERE�' STREET TREE" 1 .,.. ., ... __- SOLUBLE NITROGEN IS NO MORE E THE WATER G I..:' ". M THAN 20% OF THE TOTAL NITROGEN IN THE MIXTURE �,� US1�1`,, #i4 / � i-/� .. .. 1 ...::.........:.::.............:..:.......:.:.......... _ I' - i E .--, 111..1 ............ .40. , "'' � ••'AMERICAN BEECH v.'.'.'' / � .... 4"D 16'HT. •-w- ^^ . .:: '' '" . . 3. A MAXIMUM OF 1 LB. OF NITROGEN PER 1000 SF IN ANY ONE APPLICATION, ��` �� ( ) ' ,, WITH A CUMULATIVE APPLICATION OF NO MORE THAN 2 LBS PER 1000 SF PER YEAR 46. ............. \ ti� .. . ...... ...... ... .............. I. „STREET TREE.. .'.'.'..'..'...'.'.'.'.'....'.'.'.'.'...'.'.'.'.'.'.'.' '.':'.'...'.'.'.'.'.'.'.... ......'. _�- .1111 - G i .'.'.'.'.'.'.'.'.'.'.'. I - ..1.v...." .. .......................................................... o. '.' :..'. ^^ :':':':':':':':':':':':':':':':'.':'..':'.':':':':'.':':':'.':':'.'.'.':':':':':'.':'.'.'.'.'.'.'.':' 4.THE APPLICATION OF FERTILIZER PRODUCTS CONTAINING NITROGEN PHOSPORU S, OR 4 77 �� -___ a.. 1111 1 .....,...............................:........................ a,. '', �" ....... "'"""""""' POTASSIUM IS PROHIBITED BETWEEN NOVEMBER 1ST AND APRIL 1ST. _� p 4 - : '' �j7 6 1' 1 (.... ''. '. '. .'.'..'.'.' ..'. . . . .. .,t4 .'.'.o '.:::'.".. p. ...............'.I'� .'.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.1.Q 1.1....1.1.1.'.1.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.':.'.'.'.'.'.'.'1'1'1'1'."..'.'.'.'.'.'.'.'.'.' ( AMERICAN BEECH 1•,a.' � W :° G .. �,: :':'V. ! 5. THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS IS PROHIBITED UNLESS 46- 4"D(16'-0") .: � W .. ' .' . .'.'..'1111.. Q ....'.'. . .....'.'.. .'..'...'.'. ..':'.....'...'.. ESTABLISHING A NEW LAWN OR SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE ------ "STREET TREE" P;'.';'' -PROP.WELL . � � :..................:.............�........;............ .11.1.1... , PHOSPHORUS. - '�'' L_3p oL-3 0. . . . �: � I THE ER LABELS HAVE THREE BOLD NUMBERS. THE °........ 1J ONR1SPRINKLER..''.'. .. . '111: .':'.'1':'.'.'.'.'..':':':'.'.'...'..'..... .. .:. .'.'..'.'.'.'.'.'....'.'.:':'.cJ�.'..'.'.'..'.'..'.'.'.'.'..'.'.'.'.'.'..'.'.'.'.'.'...'..... Gh i hJSPHOR S. S ENOU ERTILIZ ... E..'..' ..................� NUMBER N THE MIDDLE PERCENTAGE OF PHOSPOROUS IN THE PRODUCT, e.g. l°• .. slcN .1 :11: 1111 22-0-15. uSE OF PRODUCTS WITH0.67 IN THE MIDDLE OR LOWER IS NOT RESTRICTED. c5 r...'..1:,'' :':':':':':':':':':':':':':':':':':':':':'.' ':':':':'::':':':':':':':':':':':':':':':':':' .'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.''.:..:':::: � • ".....�.................. PRODUCTS W21TH A NUMBER HIGHER THAN 0.67 MAY ONLY BE USED IF A NEW LAWN IS � lb• ..;0.'' ..I....... .....1.1........1 .1...,1.'.'.'.'.'..................'.'.'.'. ....1.1.1. .1.1.1.1.1.1.1.'.1.1.,.1.1.,.'.;'.'.'.'.'.' T n r 1. �� �• w w�i 1 .. BEING ES r,dLISHED OR A SOILD TESTS INDICATES IT IS NECESSARY. :1::: 1':1'1. ..t..'... .... :. . .. -- - - - . L NATU L.'.::' .I. ..I..'.' ...'•'. -- - - 1 ' 1111 - -- - - // ..... -- - -. �: ...1 1 11. -- ............. ................ .............:.:.:.:.......:......:.:....... VEGETAL.!ON 1 ......................... 1 --_ - :/ 71� - ..i:'. '. ;.1.1.1........................ I...........................'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' . ,. BNAL POLE EXISTING DECIDUOUS MAPLE EXISTING DECIDUOUS MAPLE (WOODED)'.','. •,•. •.,,, �cnTCH ansiN .... . 1111'. &RED CEDAR TREES &RED CEDAR TREES .:..'..'.'...'.'.'.'.'.' ..'.'.'..� .....'.'::':'.'::....1 1'1'...'1 .... TEMPORARY SIGN .'.E: 1.111 a SELECTIVELY CLEARED SELECTIVELY CLEARED 0 '.'.'.'.D.' 1 G......1.1..:.......:..'....'..'...' ...'. :. '�.. .'.'.'':.:':'.'.'.':' .. ::.:,V: ......:-: -V:'.1.::1.1.:1::::: :11:::11.... --- ' a. W 1 _ ` I 1 1111.. . . 1 w.'........................ .. AMERICAN BEECH LAWN .'.'.'.'.'.'.'.'.'.........'.'.'.'.':'::':' ':'::':':':': :':':' ' .� "'.'.'.'.'...'.'.'.'...'.'.'.'.'.'.'..'.'.'.'.'.'..'.'.'.'.'.'.. .v... 0 1 .......................................... 4"D(16'HT.) M �, :'.':'::':'.':':'.:':.'.'.'.':':'.':':...'.':.'.'.'.'.':':':.11 .'...':•:':':':'::'.'.'.'.''.' ... .................. ................................. 1:'.' STREET TREE" .........I'. ............ 1111.. . (p 1 r LELAND .... .....:'F.'............:.................. ........ __..:......'....�:..................: . :G:':''.'.. \ CYPRUS ...1..1:::1..:1: ...... i ... .:..:.1' ::1111...:,:'-; •�:: '.'.'.'.'.'.'.'.'.'.'.'.'..'.'.' '.'.'.'.'.'.'.'.'.'.'.'.'.'.': \ / W 6,.D(14'.H ..i: .' .. y :I.'. . '. '. 1111 11.:1.1:1:11:'' :... �': :'::1111: I. 11 •W .. ..': '::'". - ..'. '. '.. :': '. .'. . ' .':. '. .'h1. .' : ': '1 42......... ... . ' _ . ." . .'. '.'.'..'.'.'.'' ..'..'........ . I1. G., ..1 ..:,-.-..... 40 ................................ KEY - LANDS(CAPE LIGHTING i ':':':':':':':':':'.'...... .... -'-'*'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'....;;.1.1 .+ . .,.......... • _ -- = :::::..... ,.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'x":'.'.20:11-S:IDE:1 NOTE: SEPARATE PLAN FOR LIGHTING 4.4 E { _ - 1.11..1.. ... . :':•.. :: ': :.. .' .'::'::'.'.-'1.''.1 -:� :1: SETBACK:1: .'.'.'..' ......I .. .. L_1 PATHWAY LIGHTING AURORALIGHT FLP-XD .'.'. .:.... ,, ....,.,.., - ..11...11. ..................... .1 � (TYP n� fTYP.II, w '.'.'.'.'.'.'.'.'.'.'..'.':'':':':':':':':':':':':':':':':':':':':':'':':':':':':':':':':':':':':':':':':' - -- - - - - IDA DARK SKY COMPLIANT (PARKING) � \ / \ / ..:.::::......L...................................................... .. AMERICAN BEECH ' 1 _ PRIVET-- ,.'''.'.'.'.'.'.':':':'.. .'.'.'.'.':':':.. .....:•.1.1.....:':':'..':'.'.'.''''.'.':':':' L-2 ... . o:'`'; ..........'1.'.'........ .................. EXTERIOR WALL SCONCES-KICHLER 49060 OZ 4" D(16'HT.) n� _�- HEDGE t.'.'.'.'.'.'.'.'..'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'':.................' -O DARK SKY COMPLIANT „STREET TREE„ .'.p'.':'.'.':'. - - E .:':'.'.....'.'........ . .k........:.'.'. '.....'.'.1i 40'.'.'.'.'.'.'.'.'.'....]-.- RPZ VALVE .1 117... ..'.�.'...'.; ..1.1 1.....1..... _ , ';.' 0.1.::.:.....:::.:1:1:1:1:.:1.1 100 FRONT SETBACK .... L_2 T • G x ' > �x`Y X X j ' .. . . ... ... L-3 SECURITY LIGHTS SHIELDED & o�-I UTILITY POLE 43 ..... .. ...............'.I.................. I . I �:':: .'.:'::'' ;;;;1;:'.':'.'.'.':':':'. I w LAWN K ..... ... :..... .. .......... - PROPERTY AIMED PAR FLOODLIGHTS . .1. ....... .... ...... + � '.. I D .. '.'. X i'•. DARK SKY COMPLIANT .. ( E P� x I.1. NOTE: BARN_TO BE USED-FOR_ STORING: - L-3 CO .1.11.1. .1111.... 4' WATER (TYP IIS .............. ...... ......... \ / / � .'.'.'.'.'.'.'.'.'........... GARDEN E UIPTMENT(I.E. SHOVELS,RA ES); O . . .......;:1;:11. I G SERVICE E \ - .'.'.'.'.'..'. '.'..'.':':'' SIGN WITH SHIELDED DOWN LIGHTING - EVENT TA LES&CHAIRS; 0 RED MAPLE ;.;1.;;.1 ;;•;•1,;,;;,,,;,;,;; PLAY ....... DRY GOO S THAT WON'T FREEZE, L-3 DARK SKY COMPLIANT .24'.... ... 6"D(@24'HT) LP I W AREA FU URE.-.-.-.-.- (I.E.PAPE PRODUCTS); PROPOSED TREES: ... .'.'....'.'..'...'..'.'.". ..'.'.'.':'.'.'.'...'.'..:'::. LP x .. (GRASS ONLY) STO..AGE'.'.'.' ................"- " -- AIR MATT ESSES FOR EMERCrr�;;lES. :.:1x.:':1::1:1.. , ' ` .'.V.*.V.'.'.'.'.'.'.'.'.'. I ..............................1.........:.1..'. .'.'.'BA N./-.'.':'.':': I. :::: I .. .. """ ' GREENH USE TO BE USED TO: 1.111•. 1111 1111 1111 � � :1 - - .. ,- GREE HOUSE .. - - -- - -- - --------- ...........1.1...1.1 ...............I ..'.'.....'.' 44......... i ................1..1...............11. x I �. E .1 11 1'.', 1.;.1.1.;.;.;..;:1:.::.:;. START SE BEINGS FOR POSSIBLE NEW STREET TREES: AMERICAN BEECH �_ " (TYP n� L-2 ST KEY - DRYWELLS 1.'.19. 1 „ I .. - -- (TYP O.. .'. ... COMMUNI GARDEN TO BEN-�:TTHE OMMUNITY. - . AMERICAN BEECH, 4 D. 16 HT. 1 4"D(16'HT.) N \ -/ 1:::1:11::1:1.1.1:,.1...: .1.1.1:1.1.1,1:1:1.1:1.1:1... GT \ -/ .'...{.1:1...1:1:.1.. :1.::1: " 12 PROPOSED I "STREET TREE" .....• •• .• � I . . (TYP I� QUANTITY( ) :'.'.'.'.'.'.'.''.':':'.':'.' ':':::'.'.'.':'.'.':.':':'.' � G W ....1..1.11... -- \ _/ TYPE I DRIVEWAY SURFACE ivy (OR SIMILAR AS APPROVED I '.'.'.'.'.'.'.' - i - ......... PLANNING BOARD) NCD .1111:.:::.:::. ,,, ,,. FAC ' L-3 I i L-2 U L L 7 �.':' " :15:1111.. :.':':':':'. . 6s' .. . . ...........'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.' x x x -- 25.'.....'....- f TYP TYPE II ROOF WATER ....... .. L-2 \ ..... E EXISTING STREET TREES:... 1.1.1.1.1.1'.1.1.'.' 1.1.'.1.11.1.1.1.1...1..1.........1........ .1.1.1.1.1.. 7-4'HT IN I - ( )2 EXISTING TO (REMAIN ......................I................ ........ ......... ............ . .. . ............... ..'.'.'.'.'.'.'..'.. .................... CHAIN L NK FENCE .................'I . ( ) .... o (BLACK) � 111 6"D, 18'HT. 4�' L-2 . 1.1.11.1.1.1.........'.1.1.1.1.1.1.1. ..1 ::':':'.'.� '.'.'.'.'..'.'..'.'.'.'.'..'.'......'..'....'.. ''.'.'.'.'.'.'.'.'.'..':'.'.'.' (TYP n� :':' 1 v.'.'.'' EXISTING ELM 1 LAWN ...................................... ................1 PR.....I ED....................... \ / .'.'.'.'..'.'.'.'.'.'.'.'.'.'.' /\/i 6„DIA. 18'HT. I 7:33' --'--I'-'-... eHURCH � - � ... SITUATED AT I "STREET TREE" 1.1..:1.1:1... ... '. .. ...'.' .' ..11. 4 ... ..................... ......... 1111. a.' ... N':.::0'{1.1........::::::::::::::::1:: LAWN SOUTHOLD PARKING LOT TREES: W .v I .� �_ ... 1+ . '.... ... 11 -- -100 -- "...'.'.'.'.'.'.'. .'.' .'.'. ' .' ' ".' � .*2m.*.. ... J1 L-2 TOWN OF SOUTHOLD SWEET GUM 3 D. 14 HT. o... . .'I. .: 1... .. z /V L-2: . .'.'.. .....................'.'.'........'.'.' -. -'-... -- {'.. . r- : : -. 1000-63-01-015 o QUANTITY 5 PROPOSED) ........................................... 1111 ... .. ... .. .... ..... .1.111. S.C.T.M. ( ) RED MAPLE ...........................'.'.'..'.'.'.'.'..'..'.'.'.'.'.'.'.'.' --. 'i' == -. .... I'................. PP VED WALK ........1..111. ............. ...' ' .. ,1111 1'• (OR SIMILAR ASA APPROVED Q ':...... .......... .. ............. 6'D(@24 HT) ....'.' ......... i BY PLANNING BOARD) .... .'.'.'.'.... ..........................................125' 1 ............... ' J 11 .. (TYP tl ... ...........:i AREA: 106,155.97 SF 'VV .... ......... .1a.. ' L-3 L-2 L-3 \ -/ .:: I 2.437 ACRES .:,:,.,:�: ::: : ..,... ORNAMENTAL TREES: .'.'.'.':'.':':'.' :'.......... � .' . '.':':'.'.' - - ......... ........... a... ......... „ ---- - - RED MAPLE, 6 D. 24 HT. 1 z 1 :.'� L-1(TYP I� L-1 1 -- - - -- QUANTYITY(2 PROPOSED) I O ❑ \ -/ ❑ ❑1 L 1 L-1 FILED MARCH 12, 2003 .d::::. (OR SIMILAR AS APPROVED ........I -- WALK f FENCED __ - , BY PLANNING BOARD) .... _- =--- AD . �- AR AGE ZONING REGULATIONS LB _ - 46 ---I-_--� 7 1 CURB AL - h - --- - - --91 - N ONG. � REA � -25 MIN., .., __I II I I I + + -- - R @ W K I + 1� L 1 '.. I I BUILDING COVERAGE ( 20% ALLOWED) 21,231 SF I JJ� I I + /-CURB: I i JRB �, � CURB- I PROPOSED BLDG. COV. ROOFED 7% 7488 SF O SIGN II 1(5)EVENT PAR i LNG I { + 7, CURB bi 10 .. .....� I PROPOSED BLDG & IMPERVIOUS SURFACES (24%) 25704 SF LAWN ° HC HC HC HC i _ `� `�' 1 PROPOSED LANDSCAPED AREAS 76% 80452 SF I I '@ I I -�, 1 W ..1.. -15 -•� - I I I I -- - i _ _ 11 1 '1'11 I l .11-1 . . AMERICAN BEECH v ' .... I ' o M L-3 SWEET GUM / `CURB @ WALIK -- SWEET GUM I 4"D(16'HT.) -UTI ITY POLE _ : s �M -_-- -- ---- -- - -- -- - PRINCIPAL BUILDING SETBACKS 3"DIA(14'HT) 3"DIA(14'HT) - - - FRONT 100 FT "STREET TREE" _ _ 42 PARKING N � N � � ;1 � SIDE (ONE) 20 FT (TYP Il f SWEET GUM (TYp 1� LANDSCAPING IN PARKING AREA 720 S� (TYP I� SWEET GUM 1 (nP Il 1 1 ...,I......... ASPHALT DRIVE TO ROAD ' (TYP I (TYP t .111.1. REAR 75 FT . \-/ 3"DIA - \ -/ 3"DIA(14'HT)I \ -/ ; \ _/ \ _/ """' AS PER TOWN HIGHWAY SPECIFICATIONS .'.'.'. o :-" - I : I co /-'- =... ACCESSORY STRUCTURE SETBACKS I I n ti - .. . .I - 1 1.2 STREET FT 25 MI ' I :..... o :... . ❑ SIDE 25 FT I (3)EVENT PARKING o...{ i o...t' I o..." of � L-1 :;1;. 1. 1 I I@ LAWN + + }• o + N --21' - =:=: 39 REAR 25 FT I I + + 1 + + 1 + + I I I + + % + 9' ' .' :':':': I �I_--�--T- + + + + .+ ❑ L-1 + + + + . + + ❑-�-1 + + + + + + L'16 + I: + -' - .:.... �. .... .............. .. . WIL LOW RS + , ; ..... .. EXISTING ELM ............................... +. + NAIVE GRASSES-FESC+JES + �- �- I - ---EATING + .1.'....:'' - 1 • . ........ . ......................... . - + + . 6,57 40 6„DIA. 18'HT. a ' ::::.: . :::....:.........:...:..:... . ....:.:............ + + f + + �- i 1EEDAF�T EE$ - 1:. 3L ......... ........ ..... - ...'.'.':.'.'..'...'.'.'..'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'..'.'.'I.'.'."..'..'.'..'1'1'1'1'.'.'.'.'.'.':':'..'. .. + RE66MMEINDED*'IANTilIGS .. '.1.... + + { + .-- ..a. .. .. ... R STREET TREE" ROM OUTH LD T�WN 1 -x . .. 1111 . .............. ........................................... x 1111... ............... 1111.. ... �- + � 1 �- ....... ................................................................ x d'..'." .....'..................................................................... + f + + + +.°:'.'.': .'. + + + x 42 PLOTTED : 08 FEB 18 1.'.1.1.1.1.1.1.1.1...1.1.1.1.1...1.1.1.'.1.1.1.1.1.1.'.'.1.'.1.'.1.1:1.1.1.1.'.'.1.'.1.1.'.1.1.1.'.1.'.'.1.1.1.1.1.1.'.'.'.1.'.1.1.1.1.1.'.1.1.1.....1.1..1.1.'•.:.:':.1.:''11. 7:'..' EXI TING DECID(10US t + F1. 1 + + + + .. I _ F PLOTTED 08 NOV 17 VISED : 26 MARCH 18 FIRE SPRINKLER SYSTEM NEPA SYSTEM 13 &CEDAR TREE 3 1 4 D (� .P .: ::: : ::::......................................'.'.1.1.'.1....+ '. I + + +'.':'.'.'.':'�'.'.'._.' _I SELECTIVELY CLEARED -x PLOTTED 31 JULY 17 FOR SUBMISSION TO PLANNING BOARD ` - '?!VIE VISED : 01 MARCH 18 RPZ VALVE MOVE WATER LINE . ' ... 1111.. •: '.'::'::':":':':':':':':':':' "'... '.' + " `_x REVISED:: 26 JUN 17 TREE & PARKING @ PLANNING BOARD ..'.'..'.' ..'........'..'. ' .......NATURAL.'.'.'.'.-..-..-.-.'.'.-.'.'.-.-.'..'..'..'.'.'.'...'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.....'.'.'.'.. rt '• ++ + +% + + + 'x -max 44 x _�; REVISED: 16 MAY 17 EVENT PARKING; BARN LOCATION P.;^�' 5 2��$ CV 1111:1:1:1:':11111.1111:1111:11:11:11: 11/1=GETA .1 . ..'.'.'.'.'.'.'.'.'.'.'.'.':'.':':':':'.':'.':'.'.'.':':':':':':'.'.''.':'.'.'.':'.'.'.'.'.'.'.'.'.'.'.'.'..'.'.'.'.'.'.'.. - . + + +... + �� o N _ - ��x REVISED; 24 FEB 17 /o LANDSCAPED AREAS M .. .. '. . . '.'.................' .. . .'... .......... .'.. ......'.. . ...' 1111..''.. + + �_x x 5 PLOTTED: 27 JAN 17 PHOTOMETRIC PLAN T., .. ... *� o ':':':':'::.'::::'.'.':':':':'.'.'.':'.'.':'.':':':':':':':':':':':'::::':':'.':':'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'..........':'.'.'.'.::..1....1.1.1..1..1.'.... .... y x �--x /V PLOTTEC): 08 NOV 16: SITE PLAN APPLICATIONS �, ... .. . .... .. .1 .1 .. ....... .... .. . =_ : REVISED: 25 OCT 16: ADJUST DRIVEWAY FOR UTILITY POLE O �OiTIIIOLD . •. OWN '...... .......................'.'..'..'..'..........................'.'.'.'.'.....'...'.'...'.'.'.'...'... x . .. 1111. . ... .. .... I � X1;.11.1.11.1.1.1.1,1.1.1.1...11.11.1,1.11.1:.:.:::.:... :.:.:1;.:.::1::.......:.:.:.:.:.:.:1:.:.:.:.:.:.:.:::;.:1:...............:....:::...:::':':'•:'.'.._., -x REVISED: 19 OCT. 16: UTILITY LINES LOCATED Z ':': x d'6 S ITE PLAN ': REVISED: 30 SEPT. 16 LIGHTING &TREE SPEC. . .., x NORTHFORK UNITED METHODIST CHURCH . "'" " ' " �x REVISED: 21 JUNE 16 SURVEYOR ,","„„b DESIGNED BY: D.C.H 43960 CR-48 ; CORNER OF HORTON LANE AMERICAN BEECH ....'.'.. �x LANDSCAPING REVISED: 09 MAY 16 PARKING BRED A/?o DRAWN BY: M.P.G. SOUTHOLD NY 4"D(16'HT.) :'.°. ':'.'.'.': ..'.'.'.' ................:.. 1 111.. x x '` y ' "STREET TREE" �x o �40�� W REVISE©: 1 APR 16 ZONING BD REVIEW �t5���C 'Ky� /�F CHECKED BY: D.C.H ..... Q6 REVISED: 16 FEB 16 LIGHTING, SIGNS, & DRYWELLS , <v Q• �- ��, a : _x S 67 : R APPROVED BY: Y, PLOTTED: 27 JAN 16 @ ' ' :b.� D&D HARVEY - ARCHITECTS PLOTTED 08 JAN 16 PRELIMINARY DESIGN ', ", LA PO BOX 3268 . F-- .. � : : . ' ;.,;�;,y J.� 30 NOV 15 �' G�SFs23 O�� DAVID C. HARVEY SAG HARBOR, NY 1`I'M3 FdF film 631 537 7640 1 N.Y.R.A. 025i�23 DAWN W. HARVEY SITE PLAN S-1 N.Y.R.A. 025141 SCALE:1:20 2e° a.° ~�h / 15.0 to 00 - C oN c�Re to to b.o b.o �1 � RO ADS b bo to 150 263.1 M'DDLG t t g Luminaire Schedule 48 N1 EDGEOPPA�EM UTILITY POLE Symbol Qty Label Arrangement Total Lamp Time On LLF c f�j•�• o _ Lumens I Description "rc O 15° b.o g 'u 8 L-1 SINGLE N.A. Special Events 0.903 FCB451-LED (FC Lighting LED bollard;full cut-off) tiegS/� �WH1TElINE 1 R -� to to 15.0 � only or similar bo (� (2)@Front Door N O 15° t.0 b° M Dusk to 11:00 PM UCS-STR-I 2LED-W W (Arch Area Lighting LED wall bracket) UZ\11N Pa�E -�) � *0 ob.o 15.0 g 1 ^^ 8 L-2 SINGLE N.A. Spec.Events 0.903 (or similar) V01A ° 0 1 O 3 Motion Sensor L-3 SINGLE N.A. only Not on Timer 0.903 HSLI 6 7_5 WATT (or similar) GcygCr 2 L-3 SINGLE N.A. Dusk to 11:00 PM 0.903 HSL16 7_5 WATT (or similar) @ SIGNS o o b.o t° b o a M 1 0 j b. J to 150 t.o d o n/ 11 Calculation Summary t.° d b b 1 Label CalcType Units Avg Max Min Avg/Min Max/Min D b v�d bd b b 0 11 O Hor FC @ Grade Illuminance Fc 0.15 4.9 0.0 N.A. N.A. Hor FC @ Property Line Illuminance Fc 0.00 0.0 0.0 N.A. N.A. to d b d 1 d(Pb d b b70 Go b O North & West Sign_Side_2 Illuminance Fc 0.68 4.6 0.0 N.A. N.A. t° i y• d U P` d b � Z 0 b + b do L-3 d 5 1 N d a d o � ° �, o d d b b M d d b b b I o da b U b d o 0 O d b ---------- ---___ CATCH ensiN SIG AL POLE /TEMPORARY SIGN \ to 1 .o to to b. .o b.o1 bo to to b.o to b.o to to to to to to to to b.o b.o 15.0 b.o to to to to to to --� \ to o .o to to to to to to bo to to to to b.o to to to to to b.o to b.o t.o t.o 15.0 to to to t.o to to to t.o bo to to to to t.0 to to to to to to t.o to to to to to to to to to to .o bo to 0.0 15.0 to _ b.o bo bo to to to b.o b.o .o bo t.o to to to 15.0 bo b.o 15.0 to to bo to b.o b.o to to to to to to - 1 '� 1 43 t to 15.0 15.0 to to to bo b.o t. bo bo to bo bo bo bo b.o t.o bo b.o to b.o b.o b.o o b.o b.o o b.o bo b.o -- - 1 _ _ n I t to bo bo 15.0 15.0 bo to to b.o1 bo b.o to b.o to b.o t.o b.o to to to to to to t.o b o to b.o b.o b.o-to' -- 20t SIDE-- i to bo to to b.o t.o bo to b.ob.o to b.o to to to to to to t.o t.o to to to to t.o to _ o-to to b.o b.o 15.0 1 SETBACK to to to to to 15.1 b, t.1 t., ., b.1 b.o bo t.0 t.o to bo to to b.o b., -b,D t. t.o to bo to bo t.o b.o to b.o to bo bo ba b., b., ba b., b., b.o bo b.o b.o to t.o to�o-b.o b.o t., t., b., b., t., 15.1 to to to to to b.o `I t'° bo to to bt b, 15.1 b., 152 t2 b.l to b.o tw-t."ob.o bo 15.0 to to bo 152 t2 bz b, 15.1 15.1 15.1 b.o bo b.o to to o = to o b.o bo b.) b.t 15.1 152 ba_b.i b.+ b.+ t.a b 2 15.1 b., b., 15.1 b o bo b o tb o 1 I to bo t.o b.o t., .,.,b z t3 t s b e 1.1 t s b.z U 15.3 b z 15.1 b, 15.1 to b.o b.o t.o 7 L-2 UTILITY POLE b.o 15.1 t, 152 153 be 12 %1 i7 1+ t7 t.+ t2 b., ba b.1 b.o t.0 bo °b.0, b.o to to to bo to to bo b.o bo b.o b.o bo to b t > to d bo .0 b., t, t, t2 15.3 b.e 12 to 'AD 1.7 to t.+ b.z 15.1 t., t., b.o b.o b.o to t0 bo bo to t.o to to b.o bo 'U bo t.o bo to to to to to to b.o to to to t.o to bo bo b.o to p .o b.o ba b., ., 152 be bs bs .r 1.+ 1.0 bs b.a bz 15.1 b, 15.1 15.1 bo 15.0 t.o to to b.o to b.o to to to bo to bo b.o b.o b.o to 1b.o to bo b.o to to to to to to to b.o b.o 5o to b.o b.o b., , t., bz t.3 t.+ is be bs b+ 15.3 152 b., b., t.1 b., 15.0 b.o 15.0 bo to to b.o b.o to to b.o to bo t.o to to to to 10 to to to to t.0 to boll to to to to to t.o bo bo b.o b, b, t.1 b, 10.2 t2 t 153 t t bs b., b., b, t., t.1 to b.o to bo to to bo to bo to b.o t.1 b, to to to b.o to t o to to b.o b.o bo to to t.o bo t, , b., b, 15.1 t.1 b, t2 t2 b.z bz 15.1 6.1 t, 15.1 b, b.o to to b.o to b.o to to b., t1 b, t.1 b, t1 b, t0 to to t 15.1 ba b., b.o b.0 t.o to STORAGE t.o to b.o to ., b., b., 15.1 t., b., ti b, b, b., t., b, b., b, bb. , , to tb o to to to to b o t.1 t.1 t, t., b, b., b, t, to to b BARN / b., b., b, b.o t.o b.o to D ° b o to to to I, 15.1 b., to t., to (D (0 t, 15.1 b., t, b, t, b, t., b, b., 15.1 t.o b.o b.o t o t.o t., t., b.z t.z t.z t' 15.1 b, to to to to GREENHOUSE bo b.o b.o b.o to to i to to 15.0 to b., ., b., b., to to to b., t.1 t 152 t2 t b., 15.1 t., b., b., It 10.0 bo bo b, 15.1 t t.3 t.3 t.3 t2 15.1 b, bo to bo b - bo to bo b.o t.0 t.o `-- ------------ o L-2 _ Zo - - to /� 15.0 15.0 15.1 t., t1 b., b.o t.0 to to b.z b.z to b.z 15.3 '01z t2 t2 15.1 b., 15.1 tb1 to b.o t, b., bz t.+ b.z bs b.+ tz b, 15.1 b, b.o bo b f7 bo to b.o bo bo bo Nt.1 15.1 b, 15.1 , t.1 to bo to b.o t l t2 ba b.+ to b+ ba t2 *01*01t., b., tb, b., b., b., t., 153 1.1 1.7 1.0 b+ *0.2.z b., b., b, bo bo b - b.o to to bo bo b.o to J I Mt.1 t., b, b, t, t., to bo to bo b.z t3 b+ t7 to be is 153 b.z b., b., 1151 15.1 b, b, 152 th 2.2 47 1.1 t+ 10.2 b, 15.1 b, b., t.1 b - b.o to t0 b.o bo bo to CO N 15.1 b., b, 15.1 t 2 t to bo b.o to 152 15.3 to 1.1 4.0 is t Q b.+ 152 b., b., tD1 b., b, bz is Le Loy 1.7 b.e to b., t.1 b., 15.1 b., b, b to t.o to to to to L-2 J - to a to 'Q i.o to b.+ b.z b.z t., 15.1 b, t., t b t.o bo_�5tt0- to_bo 16' 69' L-2 t., 152 153 b.+ t.5 b.e 53 + t3 ba bs t., b., b, b.1 b, to bo bz t7 1.6 3.0 12 b.s b.o b.o to to to I 15.1t.2 t3 b.s 1.9 12 z bs b+ ba 152 b b., b, , ba to b.o to 15a b.s bs tv to to to to b.o b.o to hz ba b.+ L2 1+ L32 PROPOSED 3 t b.5 ba b.z 15 t .1 , b., 15.1 to to to 152 ba b.+ bs t.+ t3 152 b.a t.o to i to b2 t.3 U to is b., CHURCH ..o- a 13 t.7 b.+ t3 t2 b., 15.1 15.1 to t.0 bo bo t.o b.o 15.0 15.01 bo bo bo to bo bo D t2 t3 t,5 *OZ lz 1�- __ _ ____________--____ ___._<.z b., 1.5 ba t 153 bs b, b.t t., t.o t.o t.o to b.o b.o b.o t to b.o b.o to b. ° O I Wto t t2 ba bs bs 13 1.9 tl= 1: ba b.e 153 bz t, b, b., bo ba to bo b.o to b.o bd to to to to b. 100 L-2 Z o 152 *4.C*ba bs be 1a t h., 1.1 15.7 b+ 152 t2 b, t.1 b., to 15.0 to to to to to J to bo to bn b. to n„ L-2 b.zW�Kt.+ bz 1 21 10 1.0 b.z b.s 153 b.z b., b, t1 b., to b.o to to b.o to to to to bo b.o to b. ato 15.1 152 t.3 10-5 .z ba is is b.+ ba t.z t t.1 t1 b., to to to to to 15.0 to to td to to t.0 t.0 b. t° 125' Jt.1 152 b.z 15.3 .+ b.+ 153 t3 t3 bz t2 t.1 t, b., b, to to to to to t.o t.o 15.0 b.¢ to to b.o to t. i&- L-3 L-2 L-3t.1 b, 152 b.z .3 b.e 42 4A to ba b, bo b.o t.0 to bo bo to b, t, 152 t.3 b.e 1.s 01 2z t.e t+ 152 b, b., tb., t.1 t3 bs 1.s to t+ bz b.z b, b, t., t., t1 t.o to bo 15.0 bo bo to t.o 15.0 tto t.o b.o t0 b Z15.1 t., 152 .3 bs 1s 17 12 ba b, bo bo 15.0 b.o bo bo bo b, b., t2 t3 b.s 1.0 1.+ 1z a t.s t3 t2 b.1 b., b.z t6 1.7 t.z 1.+ bs 15.3 b., b, b, b, b, bo b.o b.o b.o bo bo bo 15.1 b., b., bV bo bo bo bo b t'° L-1 - L-1t1 b, 15.1 t2 17 5.eb.ebe t.+ t2 b., t.o to bo bo t.o 15.0 15.0 b., t.1 3.1 tz tA b.s b.z b.7 + +o b+ t2 b., t., t.3 be 1.3 to 4.3 �. b.+ t., t.1 b., b, b.o to bo to b.o bo bo b.o 15.1 1s hsb.o bo b.o b.o t. Ot o o ®�bo 15.1 b., tz 4 tet.+-t.�brb.r- T__t a-t.6-b:ot.s156bo b:r-3: b�t�t b.+ aob3�1tTt, tizta�s�.a2r .T�a b., b, to t.o-ba-t0-ta Lo-tz t0 0°-t0-.-b.r_17 ie t2 t.o b.o t.o bo bto bo b.o to to _ t b bo b.o bo b.o 15.1 b., t., b.t 15.1 b., b., 15.1 15.1 b., b., b., t, b,l b, b., b., b, b, 151 bo b.o-bo bo bo bo b to SO_ to_-b,_--t.z�a- b, b.o bo b.o bo b to bo to bo t.1 t., 15.0 bo to bo 0 0 , ba bzt3t2-_bar _bo_ t�_�-�0_ b _�_bo.-b.�_D.4 _b.o--, ,. ,1_-b,---,,---- z-_-bs•--_ z_.15.3 _15.3 b.t._ , .,.--b i ..t.2 I 1-_' o bo _ , zz 2 .. .z z 3 - z-t� 6.,---b.o_ 4o_-_bo�.0 b.o=19-4,0 b0 f1/ t bo b.o to 15.1 , b, b., bo bo bo bo bo bo o b.o b o to to b.o b.o to to b.o b to bo to t., t3 is to toto bo to bo b.o ho bo b.o bo bo bo b.o bo b.o o bo bol t.0 bo b.o 15.0 bo b, b, 15.1 15.1 15.1 15.1 b., b, b, b, t, 15.1 b.,''; b., b.o to_bo o to to to to: b.o to to to to to o to to to to to bo b.o t bo to to b, to 4. bo (5)EV NT PA KING d I �I ,O LAW bo bo bo b.o o b.o b.o b.o b. b.o ao o b.o bo' o o b.o b.o bo bo ba 15.1 15.1 15.1 b.o b.o bo bo to 4.0 -boo b bo bo .0 bo bo to bo bo bo bo bo bo bo bo b.o bo to bo bo_ a to 0 bo 15.01 b+ be 4z Ssbo aHC H� H 1HC b.o bo bo Ho b.o bo bo b.o bo b.o to b.o o b.o b.o', bo bo lb. bo bo bo bobo bo b.o,bo o bo 6o b.o �o b.o� o b.o Ib° b.o bo b.o bo b.o bo to b.o bo bo o bo b.0, b.o b.o b. bo bo to to t.1 + +a + . b.o = I t - 15 -- SIGN bo b.o bo bo �00 bo bo 15.0 bo to bo to bo o b.o bol b.o to o_bo � bo bo bo-bo b.o b.o bo to b.o bo t.o b.o to bo 15)0 bo b.o b.o bo to bo bo b.o bo 15.0 ,b.o b.o o bo bo bo to bo-_15.0-__to 0 to to b.o 1.3 to is bz bo o b.o -4- o _� o t UTIL TY OL to b.o b.o t.6 to b.z bo to to bo b.o 15.0 to to to to to 15.0 b.o to to bo bo bo o b.o t.o to to to to to to bo to to to to b.o to to to to to b.o to to to to b.o t.o to to to to to to to to to to to to b.o b.o to to to to to bo b.o b.o b.o bo bo 0 _ to to bn bo b.o to to to b.o b.o to bo b.o b.o bo b.o to bo to b.o to b.o b.o to..o' a to b.o to to b.o bo b.o to to to t.o bo to 0 o b.o to bo to to to b.o bo to b.o bo b.o b.o to b.o to b.o b.o bo to t __ -- - _ - 0 0 -- - ----------------- bo_ b.o to t o__bo--to to b.o 15.1 b., to to bo to to 15.0 bo to to b.o b.o b.o to to to bo b.o b.o to b.o bo b.o b.o .o-to bo to to to to to to to b.o b.o to to b.o bo to to b.o to to to t.o to t.o b.o to to b.o to to b.o b.o b.o to to b.o to to to to to to b.o to b.o b.o to 0 b.o bo bo o b.o t.o b.o to b.o b.o b.o b.o to to to b.o to b.o b.o b.o to b.o b.o to to b.o b.o bo o to--t�oto to t.o b.o to to b.o to bo b.o to to b.o to bo b.o to bo bo bo to to bo to to to to b.o to to to to bo bo to b.o b.o bo to to to to to to to b.o to to bo to .0 b bo to bo o to to t.0 b.o bo to t.o bo bo 15.0 to bo bo to 15.0 boto to to bo to b.o b.o ba to b.o to b.o bo bo 15.0 t.o b.o bo to to to to to b.o b.o to bo to b.o t to to to bo 15.0 to to bo 15.0 to to to to to to to bo to to to to to 15.0 to to to to to to 15.0 tj.o 0 0 b.o to to to to to b.o 15.0 to to 15.0 b.o t.o b.o to to b.o b.o b.o to b.o bo bo bo bo b.o t.o bo �o bo .o/- 1 b.o b.o Ito b.o to to bo b.o b.o bo ;bo b.o t�n bo o b.o b.o bo bo qo bo tol b.o bo t.o t.o bo bo too bo o bo b.o t.o b.o tl.o b.o b.o� b.o t.1 b.i t.o t.o 0 b.o to to o to to to t.o t nib t� oo bo t.o bo o to to bo to to bo bo to o to ° b.o ; to to to to to b.o to to to b.o b.o to to ° o o bo to bo tlo b.o to t.o b.o bo t.o to bo to bo ° to ! ; to to to to b.o bol t.o ba 9;Ltg to 0 0 I b.o b.o to o to bo bn-mob- oo to to bo to t to to to bo b.o to o b.o b. b b t.o b.o to to o to to b.o bo to t.o 15.0 6.0 o to t. 0 bo bo b.o b.o t.0 t.0 to, bo to bo to t.o t.o bo bo b t to to to to; tl.0 b.o to t.o t.z 19 to to 0 (3)EV NT PA ING io Nob.o b.o bo onto N oo bo bo b.o o to bo bo bo bo bo b.o bo o bo bo to b.o bo bo b.o bo bo bo bo 'n bo bo bo bo bo to bo 15 bo b.o 15.0 bo bo b.o to 15.0 bo bo bo 15.0 to bo b.o to b.o to to 115.0 to to to to to b.o to 15.1 15.1 bo bo 0 .0 bo,-b:o 0.00 b.o t.o to o to t.ol bo bo bo bo t.o t.o 1 t, b., bo bo bo bo to bo to to to to b.o to bo bo t 1 t., 15.1 b to b.o bo to bo t' .o bo t.o bu b.o t.o b, t.1 b, b.o t� bo b.o'� b.o to �'� t.o t.o to 915.0 *00 10.0 b 0 b.o to to to bo 0 0� bo 000 1.0-15 T--1-0to b.o bo bo to to to 15.0 b., b., t, b.o to to to to to bo b.o to to 15.0 to to to t, b., b., 15.0 b.o bo to to to to b.o to to b.o bo b, b., t1 to bot t.o to t.o bo to to to to bo to bo to to bo 0 ® L-1 L-1 L-1 0 PLOTTED 26 MAR 18 FIRE SPRINKLER SYSTEM to b° to bo to to to bt. .o , b., b, bo bo to to to b.o to o t b.o to to to b., b, t.1 b.o b.o to to to to to to to to b.o b.o b., b., 151 b. b a bo bo to o to t° b.° PLOTTED 07 FEB 18 PERMIT o t.° t.o b° PLOTTED 08 NOV 17 PERMIT to ° to to b.o PLOTTED 03 NOV 17 PHOTOMETRIC PLAN a � 0 7 b° b.o t0 15.0 REVISED 31 JULY 17 PHOTOMETRIC PLAN - PLANING BOARD .o � 0 bo bo 15.0 to to to REVISED 10 JULY 17 PHOTOMETRIC PLAN D bo to NATURAL to 15A to A N 15.0 VEGETATION 150 to 15.0 b.o bo 5. 0 to bo 0.0 to M 15.0 to N O to t.° 15.0 t° O t° to z b° b° b.° t° 15.0 t° �° t° SITE LIGHTING - PHOTOMETRIC PLAN1.0 i', a A N(ORTHFORK UNITED METHODIST CHURCH o b.o b o to t.o 43960 CR-48 ; CORNER OF HORTON LANE ° b.o to 150 - -� - �� {( DRAWN BY: M.P.G. �- �0 S(OUTHOLD, NY to 15.0 4J `¢Ft CHECKED BY: Ill ° o to to to 7' � :` •# �� � APPROVED BY: to o b.o to b.o / D&D HARVEY - ARCHITECTS b.o t° 150 bo ` � ���� yOQ PO BOX 3268 30 NOV 15 SAG HARBOR, NY 11963 w DAVID C. HARVEY N.Y.R.A. 025823 631 537 7640 DAWN W. HARVEY SITE LIGHTING -PHOTOMETRICPLAN N.Y.R.A. 025141 SCALE:1:20 SL-1 I 11'-0" 18' 0 6 6„�y�� 13,_6„ E CUPOLA 6,-6' SHELVES I RPZ I VALVE D D D D I STORAGE PLATFORM STORAGE N N m FRAME {2 x6) m N . x x x x x x x x x x x x x x x x x REMO ABLE O O _ (CARPET) x (21) x D x cM y M O w Q w x , - -- - w NOTE: (9j-- - (� o } 40 6 (���G�\ - --C� PROVIDE FIRE SPRINKLER SYSTEM ” W= �i �� �\ �� \B` NATIONAL FIRE PROTECTION ASSOCIATION PLAY NFPA SYSTEM 13 COMPLIANT SYSTEM AREA W STOOP < /" i W Co J O � OF- \ I I / I J X 17) c_ (i '--I CB NOTE'---- --- - - - - - ----- li -- O E. -- - -- - -- -- - - - ---- ---- N OCCUPANCY .1 7 C_ „ ALL EXTERIOR WALLS, INTERIOR WALLS,AND x ALL ROOMS ARE CONSIDERED ACCESSORY ASSEMBLY AREAS I _- 4 -6 -� 5v 00 CEILINGS SHALL BE CLAD WITH %"GWB TO AND NOT SEPARATE OCCUPANCY CLASSIFICATION °O COM}?,} "�V(TFTUL 263 ONE I�Ot1R FARE RESISTANT RATING. THE ENTIRE BUILDING IS ASSEMBLY GROUP A-3 Fj OOR ASSEMBLY SHALL HAVE ONEk-HOUR FIRE RESISTANT CD / / eC1 � COA 1N AY AP D FROM BELOW. x SANCTUARY �S �� MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT / (144 OCCUPANCY- INCLUDES 5 HC) _-� (AS PER TABLE 1004.1.2 2015 IBC) (SEATS FASTENED TOGETHER ���I B �A1»COD 8<ALL MS TO COMPLY WITH CURRENT - i AND FASTENED TO FLOOR) i� I ASSEMBLY W/OUT FIXED SEATS SF PER OCCUPANT _ ALL BA HROOMS ARE SINGLE OCCUPANCY CHAIRS: 7 SF CD _ ��� (CARPET) o STANDING 5 SF PROVIDE FIRE EXTINGUISHERS TABLES & HAI AS PER 2015 I.F.C. CHAIRS 15 SF W m PROPOSED LOCATIONS ARE ON DWG.FE-2 EDUCATIONAL: J CLASSROOM AREA 20 SF O I- O w w l O O I- U ;CID , U B DAY CARE: 35 SF -- - �- - - - -� -5� - A-1 - -- - 'I� '" II0-i __ �� -(�I I�r�� Z- ' \l (,L�v� Sia) )Vl �Ci' J�+2 !S CELLAR: ACCESSORY OCCUPANCY 6 i MECHANICAL&UTILITIES 300 SF CD Lz I ,s W G,l -- ,t�f STOOP ��)�S �C I if 1 ~ U Z _ n I H d, O PROVIDE HORIZONTAL � � -- I j ?�� w x WI F- W Z CLEAR WOOD PLANKS I } I I }I va �Hj DNF_ U ( _ w �--- ----- Co (NATURAL FINISH) I ~ I ~ w< I �BB� @ 4'-0"HT @ SANCTUARY WALLS. m 020- - Z Y 7 -4 - —16'-0" —1 -40'- ---- - - - --- --- 69 -0 ---- - -- - - --- - - - --- ---- - ----- O o w o w = � � a = z = _ 14'-5 1 , 1„ - 28' 0" 1„ - --- 1„ w �- = O C0 o U 0 z >_ CD 11 -1 - 14 -52 - , 9'-0"--� -- - ---- ---- --- --- - ---- -----10 -02 --- I ------- 21 -112 - - - - -- - l'- Q m Q m O W W v Q W z RO RO Ro RO Cn (7 m U U) z > � --- Ck RO �RO �RO _ � > U Cn 3„ 1„ „ ---- 1„ 1„ 1„ N W Z J a z w F' w *� (_O)j 3„ 5�"^ BUILT-IN J -3 -84 �' 10 84 - 8 -7 - srooP 8 -7 ---� 12 2 - X x x 10 -22 --- w O a = U --- - 7 -g4 i - 7 -34 - � } F- �. - O o � W a oZo IN , » 0- ----9 -6- -- 2 SIN » , , ❑ - A.C.UNITS J U Q (n U W U a- O Q I 1B YZWZw � ZO (no � Q � (nof 3 -�`- 2 -0 8 2,_0„ I 52 2 -0 g'-62„ m - - - x za ? Qu' � o o wZ o zo � wzSPIGO'T24 'nI B? EGRESS I 2 6 �N A-7 I -- -1N x ( SPIGOT Z W cn 9 °tS O QHARDWARE I AV �-IN Ln (�`' (�'. � 1:1 ❑ — - ---\-- �- I %] J N "' � _ 111 1 -1-1 B B NUN � F- Www O pa U) W > Up _j CHILDREN I -' _ EGRESS _ x--"�� r W O p Z U) o-Qf O Q F- 1 J W Om SIN - - -' Z - I HARDWARE SIN I CO Q CnW J 0 W O U Ln " _ � I J a a 14-2 (13 /CAV 1\ °° Q-- Q LL m Q U co _ uj ) /M EKE _I�.,� /LSV#2CID N� SIN 2 (CARPET) ®DR (MEN) N z U Z (V1�OMEN) \ -� --g'-12" \\���-� V U ao ao O O O O EDUCATIONAL IN 60 MN. Co _ CL ARANC m (EDUCATIONAL) I j I� S JAN. \ 60 C EA „ 30 x 120 4 ' _ - " N— " -. -_----- OCCUPANCY 10 - P - 6 MIN. j l l _ �_�� I � 1-- J >' r_. . CLEA NCE `0 F` E „ -- - - 8„MI z -MIS -- Q a Q W W LLI O O U W Q o > > Q Q O oo I L��0 SEAR DR ?,�� / 5 SEATS 10-12 I I -NtaTIO*- 1`l I s c� - N Co Z O ti (o 00 i� „ r O �o 1 - „ u - - - - J BATH g O NEON ON O O O NM ON N 8 1 -5 -5 5'-0” - 8 9 rZ48 MI R 8 MINz1 -g- moo' T I---I --1 - - - I � 1-- J �_ l ��- - - 60" MIN. _ _ „ - 60"CLEAR CLASS#1 Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q Q -- OFFICE 2 4 _ _ 4 � J 1 J _ - g _ _ ;� LEARANC -_ WWWW WW W W W WW W W W WWW 14-2 (15.5 X21.5) - - -- - - C3j bo �It BUILT-IN N (,9� Lp - - p \ �� -- - - U - - W W W W W W (CARPET) M - r� 10) o �`. N 18 ) - Lu - J I o00 14 2 > > > > J W W J W W W W W W J I M o EO � \ - - O W W O > > W » O OCCUPANCY �I / r 1N X (VINYL) CN - - _ N OCCUPANCY 16 " (EDUCATIONAL) 1 00 I n �I " �I., NII " " - - 00- --- =�---- X M I 3o X 1�o I- — 4 -g ---� -5 -0 u, c� 60 MIN. 60 MIN. I DR 3 -0 (cLAssRooMAREA) _ PLUMBING LEGEND (,_) : COATS W _ � CLEARANCE CLEARANCE �_ _ N \ / �--- 118' o� --- I I SPIGOT � I � L� 26�'8��ZrO�-- r------------ � � � � � -''I _ _J �'2,, 1191 -+- EXTERIOR FROST FREE SPIGOT D A - - ' � I COV. ENTRY - �, I �\�' '-" I I I 1 - I _ _ ATTIC-� 8��� -- --- \ ! ®DR FLOOR DRAIN-LOC TION TB �f��C� --- �V.�� UNDER SINKS IN LA)('S p F - - FUNCTION w w -- C? JN 'G I I 10- � ACCESS � ' O \. CoVESTIBU E �, \a I MAIN HALL I 4 -11 - 8 -1 2 1 4 -8 I 3 -7- ( _ cn cn ABOVE O I ^�� i (DURASTONE) i 2 2 _ Lu (DURASTONE) w C 11�) 5-" 28' x 39') - - --- --- - _ C 1 2 i� ( [18-2_� I HALL W Q of A - o w� f w� ,,, / � I , „ � (VINYL) � � �--- - - ------ � C� i OI (14? (VINYL) i 151 23 025 a CJS I I I � 4F N� 3, 0„ 7, 1» �- �� i I OCCUPANCY 75 -- _ EXPOSED CUPOLA --- MW FRY RANGE TABLES&CHAIRS -- - �`O '- - --- -� ' » STOOP -- - ----�--- L3 - X 1 - -- - - � -- L- W - - -- -= 4. 8 - -- --- - 21 6 ---- - 2 ❑ - r --� - -1 1 -- o C11 ❑ BUILT-IN T F.E. 45' 20 U U > J) X BUILT-IN ❑ DR TYPE I HOOD / __ X Y I 52„ --`l > uj > (V 1 FIRE SUPPRESSANT SYSTEM [ _ U ,r, ,� 21 ca 1 1 - 2 W w KITCHEN -_ - _ „- I -- J �__ _ 1 N�- » 1„ 2 � 0 0 �� M 5- 5- J, - -----28 0 4 -11 - - ------ 26 -7- ---- - -- 5-„ _IN Com _ �_- Ln m Q � a N_ 51„ 15 -62 ;�„ II J „ ATTIC 17 _1„ 52_ 23'10„ w 17' 1 " " o 0 32 x80 w � � 1 z ti --- ACCESS O~ LL cow �- 1 I I` j +/ 2 U Z Y > } } „ , „ ? FELL WSHIP ao U - - - - --2 `� - �0 160 CLASS#2 - _ - -- - ----� w z o z o z O F7 F-1 F-1 ---- _ X I - - „ M tl PANTRY U -- —� (15.5'- - 6.5) B c� -— PASTOR 3 2 PAST R F C4� N O - --L- - TRAY 'I-- -- T` J - - - -- - - x 2 L 4 gA-rj , (DURASTONE) 5� ' FIRE EXTINGUISHER ABC&K j STORAGE 14'-2" U (CARPET) ` �l DR Co _ LOCATION TO COMPLY TO STATE COD 6 1 _ i CoLn - - SEE DWG.FP-2 FOR PROPOSED LOCATIONS O �N ROOM I (DURASTONE) 3'2n x 8roff i Y (VINYL) 00 N Z) I iOCCUPANCY I I __� 1.___-1 �_� �_ _1 �_-I bo W 1/ DW 63"SINK BASE DW x U OCCUPANCY 20 = OCCGUPANCY)S \� - �w (TABLE ICHAIRS� "I U I�- w J 1 I � �7 EGRESS N (CLASSROOM AREA) (EDUC�4TIONAL) \ p� ❑ 3 Co I �jl� I HARDWARE M a SPIGOT I ~ w U � Q � C_ z (_ - -- - - LC)N Cj 0 B> B ; N c ;c j SIN B' B B = zLn Ln U SPIGOT 3 I - 5 - - 5 - -- I- - - - - -I= - Ln 1 2 @ 7 I- < 8'-2-" I 12' 7 " - �' 15' 1 C 16' 4 i I g' 7" - - 8'-7" - 15 -10 " ♦ 1 z I� 01 13 11 FIRS FLOOR PLAN U-1 a �- 4 I 8 8 Ro I 2 - - - � - I _I_ - >- O 4 1 9 - -- __ 1 =-=- - _ - - -=-. 11 PROP SED FL. AREA: 7488 SF `� = z w ao W o O L CUPOLA - ---- w co O SANCT�AFj�Y L Do Co 4 71-91 LL - � oa x a ti --- - - - - - - - -- H o z = o = c --- -- 125 -0 ----- - - -- -- -- - --- - --- - --- - -- - ----- � = U w X11 � o�fk s�ac�s sh�� Corn ��( Zco 0U U) � LL l 06 DEC 16 A- 1 Scale:3/6"= 1' I VENT F- -1I- - - - - - - - - - 7 - - - - -- TOP CH EK L J DN 22.25' @GRD L � I 1 „ I I 6, —40'-0 rt I 71 1 4'-00 -13'-4" 13 -4 -131-411 Lc) _ L _ -1 L 1 CX D I I F- -JL 1OP CHEEK 1 N 6"STOOP L -J CD I I Ln N N X X JOIST LEDGE o I o I JOIST LEDGE DN 12" DN 12" CD TOP CHEEKS 4'-0" CRAWL DN 12" 2"CONC.SLAB CONTROL JOINTS @ COLUMN C I TOP WALL TYPICAL-0- 12" TJI /360 JOISTS C) I I @ 16" O.C. (TYPICAL) Ln > - _ _ Ij L _I_ J L _I- -J D A-7 F4 o - A-7 FM - t - - uj z �- - TOP CHEEK 0 } wpYU 2 V) tq I- U (D DN 12" I I -------- --T- (� a p w H Y L - F- -1 ! 1 in L - -- 69,_0„ - -- - -- -- - - - - - - - - -- r LL --' o -s 0- z �n - L L - J - --- --- - - --- - - - --- - - -- - --- - 1 I� TOP WALL ~- - - � , » 50' 4„ -- -� � W � � � Q ? O TYPICAL-0- 1 g -8 - --- -- r -- -- w w H = U u) p L) » TOP CHEEK N Q Co Q CO O = -40'-0" DN 6"ISTOOP y- -- 8'-8" Jr � wz � 0 o- U) Z „ ' » 7 13'-4" B -ncn DN6"STOOP -� WINDOW.�F30VE -1 z Q = Uj O U 3{ TOP CHEEK Ck WINDOW ABOVE � - - O of O 8 -241 A7 1 -13 -4 13 -4 1 1 Om o YJwF- z0 u) -Co A-7 I O m z cn V) lz � ZZZU) CO W - - - - - - - - - - - - - - - - - - - -- - --- -- - - - - L- -- -- - - - - -- -- -- -- -- - -- - - - U) - - VENT VENT Q a U O w F- p � _ W 10 x 22 GRD. I - - _ I i_ I- w � O O - - - - - - - - -- -- - - - - - - - -- - - - fi 1 - I- - -- - ,- --- - - -- - - -� w - U w w O p it - -- -- - -- - - - - - - L - � - - I- - -- - - - - -- ❑ Z cf) O z a p < ATURAL GAS; FORCED AIR - V" QLLLL. mQd 11 TOP CHEEK ( TOP CHEEK FURNACE 399999 BTU BASEME T WINDOW BASEMENT WINDOW 60 00 00 t\ JOIST LEDGE DN 22.25' @GRD DN 22.25'@GRD FURN TOP OF WALL 31 7/8' ~ r- I I DN 12" I I 'DUO"PN`P HOPPER L -J TOP CHEEKS �-' "DUO'PNP HOPPER TYPICAL x 20"H DN 12 JOIST LEDGE 31 7/8"x 20"H U Co Co U > > � DN 12" uj awWW O OU w wI ' wwp Z Z O W O Co N ti r CD co CD � _ (HWH I ACCESSORY OCCUPANCY - N N O N D o o N I - -{ - MECHANICAL & UTILITIES 1 `� _ D ' TOP OF WALL OCCUPANCY 6 `� W W W pW W pW w W W TOP WALL 1 DN 6-0" TOP WALL 4 _8 --- N N Co u) u) Lo TYPICAL-0- 1 W W W W 0 W W 0 TYPICAL-0- w w w w d W w d FE ABC - F - - i - - W 10 x 22 GRD. W 10 x 22 GRD. r J L _ _ -1 L J L - - � - J J �flA IIPJ f- Q MECHANICAL ROOM �- �'a . ,`'` 'k I u) U v) , ,. . . BM POCKET C) O DN 6"STOOP O O U DOWN 22.25" o SLAB ABOVE; I d 7'-0" CELLAR - _ TOP CHEEK - y ;L SAND FILL 4'-0" CRAWL 6 x 6; 10:10 WW MESH REINFORCEMENT S VLAB _ - ....3r1Z ( ) M OVER ter- ___ o `r 25 82'6O CZ) �� y O I I � t I � V , MOISTURE BARRIER M � � I -- - I I I O 2"CONC.SLAB - - N TOP CHEEK = CONTROL JOINTS @ COLUMN CL 1 ON CLEAN COMPACTED BASE 6' �Or NDN I TOP WALL 1 DN 22.25"@ GRD H DN 3" F.E. 3T 04 o - - I I I F.E. 40' -1 F -1 � � � � @CRAWL � � � �1 i -�- - - -- I -7 E - - - W 10 x 22 GRD. - - - - - - - - - - _ - W 10 x 22 GRD. - - 1 rsl . L J L J L J - L J�— 4 J L J _� ���c— - - p p j N > TOP CHEEKS L - 04 DN 6"STOOP 3'-2y- TL 3 m = o X o 2 _ -- m -12' 6»--- �• 12 _6» 12' 6" k 1 - - -12,-6»--- �, 12, 6„ ,- „ o w _ m o v ¢ Q z z w o � z � 1 I - - 2 -6 �------ Q � a z a z PROVIDE(2)FIRE EkTINGUISHER FE ABC -6 3 N 4 -8 _ Q� W Q Q LOCATION TO COMPLY TO STATE CODE z d X - = - ----- w = m wZZ .00 0 o U IL JOIST LEDGE 2 -. '� - JOIST LEDG TOP CHEEKS TOP WALL DOWN 12" ; Q o 09 U TOP CHEEK Co - N DN 12" DN 12" TYPICAL-0- BASEMENT WINDOW DN 12" Z) 1 "DUO"PNP HOPPER w U _ BASEMENT WINDOW - I 31 7/8"x 20"H DUO"PNP HOPPER - I - - - - - - J L - - - - - - - - - -- - - - - - - - - - - - - - - J -- - - - - - - J I- - -- -i - -- -- - - -- - - - - - - - - - - - -- - 00 241- A 317/8 x20 H I-- Z U � - - - - - - - - J � - - - �, -- --- - - - - - - p - Z - - - - ---- - - - - - -- - - - - - - - - - - - -- - -- --- - -'- -- - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - - - - - ---- -- - -- - -- - -- - - -- - -- - - ------ - - - - - -- - -- - - - - -- - r J � VENT C VENT I o I r - \ Z U J 1.11 I 1 O ( o o0 1 14 R @ T' _.-- TOP WALL F- O �' 8'-4- � � TOP CHEEKS 8 I A-7 .� I I TOP WALL 1 c 13 T@ 11" DN 8" w F- Q �- i I z m DN 6 STOOP - - �, I ------------- ---- - -- c� i. z Z 15'-0 L ------- - 15 -0 - - - -- -----�--- --15 -0 ---- 15 0 -T WINDOW ABOVE �- - - O } �n � 8 � FOUNDATION PLAN Y = z >- Cow O J - -- - - - w0 - w o - 125 -0 ----- - ------- - -- - ---- - - �y � o � � N 8» = V w O Q X ¢ ti - ---- -- -17)-3 - - - ------ _ = O = c� Z I- m � � O 0 0 06 O Q M O Z �r U u) 4. cn (o LL 01 JUNE 17 A-2 Scale:3/s'= 1' �iIXD I D - N A-7 - - - - - - - - - `-�N - - PEAK 12 -C a 8 _�- �,CUPOLA 00 --- --- --,, i - - - - - - - - -��T.P. � --- - _ 0 \ RIDGE - - = - - - - - - - _ - - - - - - - - -- -BRIDGE - \ �I I _ I rhCZ) --- - -- �O I I-- E I i� � `FJ 0I � •F , 12 12 r-- - - 12 CERTAINTEED WOODSCAPE SHINGLE 8D a8 a8 30 YR DESIGNER SERIES-WEATHERED WOOD �d r%��oo TOP,, - — - - - o N - - - --- --- - -- - -- - - - - - -= -- -- - WHITE TRIM -- —,�TOP_� -�I o� ___ PLATE ---- ---- --- - --- - ---- ----- --- - - -- -- - -- - (TYPICAL) ----- - -- - - - PLATE N CN — - Cn N N i (TYPICAL) �r QB 131 B\1 N TOP'FOUND SUB FL. \- --- - - H \- -�- - - -- - - -- -- - --- ----- --- ---- -- - ----- - - -_ - - - --- - I- _ -- - -- - SUB FL.- TOP FOUND GRADE @ FOOTPRINT JOIST LEDGE�— - �� -� - - ---------------- - - N� -�� r -1 1 JOIST LEDGE GRADE @ FOOTPRINT 2%SLOPE -- O O 2% SLOPE � I d d EL. TOP FOOTING $- --- -- - ------------------------i------- -- --------- --- --- ---------- - --- - - --LI- ---- - -- - - --- -- -��' - - - - --- -- --------- -- -� ~ - ---- - - I- 4 - $- TOP FOOTING �r.D Aq .� C HARDIEPLANK LAP SIDING 4A-7 ���`0 CLARK h� SELECT CEDARMILL 5 t EXPOSURE LIGHT GRAY WEST ELEVATION HORTON LANE - ENTRANCE OF NE`s U U } UJ CoW O p O � Q' in C- } = p = O Co � m } woC� zC� U > } 3: >- Z oz w S � � U REVISED: 26 MAR 18 FIRE SPRINKLER SYSTEM : NFPA SYSTEM 1:3 REVISED: 07 FEB 18 BATHROOMS; KITCHEN = REVISED: 20 DEC 17 BASEMENT STAIR; BATHROOMS PLOTTED: 08 NOV 17 PERMIT 2 REVISED: 03 NOV 17 FLOOR DRAINS; SPIGOTS; A.C.; KITCHEN U H REVISED: 06 OCT 17 WINDOW & DOOR SCHEDULESc~i) Z w (.0 PLOTTED: 27 SEPT 17 PROGRESS CONSTRUCTION DWG. Es i 0 REVISED: 31 JULY 17 SITE PLAN REVIEW Z REVISED: 15 MAY 17 CLASSROOMS, FUNCTION, & KITCHEN w O Q REVISED: 08 NOV 16 SITE PLAN APPLICATION g O0 Z (n REVISED: 26 JAN 16 RELOCATE SANCTUARY Y = z } 00 Or- o z PLOTTED: 08 JAN 16 PRELIMINARY DESIGN 0 p > N m � 0 O0 V W O Q X Q► � Q 2 = O = co > Zo w m 0 m C� J Z � OU U m U (o W 06 DEC 16 A-3 Scale:3/s"= 1' 12 �8 B A -7 - _ A-7 I I I RIDGE 12 12 14 L--- a4 b� CERTAINTEED WOODSCAPE SHINGLE 30 YR DESIGNER SERIES-WEATHERED WOOD I r �IC•0 'NRIDGE 12 12 - - 8 a 8 x,)100 WHITE TRIM -- - _ ---- - -_ 00 TOP - ---- - - - - (TYPICA _- - >�— - - - - - - --- - - - _— - --- -- - --- -- _ _— __ -_- A B A-7 A-7 �RIDGE SOLAR PANELS r-�,Iroo CERTAINTEED WOODSCAPE SHINGLE E I i CD 30 YR DESIGNER SERIES-WEATHERED WOOD RIDGGE- ------ r )100 00 SUB FL. cl-i 7 WHITE TRIM J -1 (TYPICAL) � Q -1 -JAIB , -iL C SUB FL. I Ij - SUB FL. TOP FOUND _ 2�:�- " TOP FOUND I F I F '�—Dff fi—FP JOIST LEDGE JOIST LEDGE I L-J I CD L 2% SLOPE EL. i CD I TOP HANDICAP ACCESSIBLE L------------- --------------------------------------- -r .-F FOOTING WALK TO GRADE JI APO EL. /HANDICAP ACCESSIBLE I HARDIEPLANK LAP SIDING II - -� - TOP wn 'L� WALK TO GRADE "SELECT CEDARMILL" 5"±EXPOSURE FOOTING r LIGHT GRAY 7. HANDICAP ACCESSIBLE A C B WALK TO GRADE A-7 A-7 A-7 OF:N 0 SOUTH ELEVATION -� FACING FIELD w N > 'o < C> = 0 Co Co zz C� z >: 0 2� 2� U) w REVISED: 26 MAR 18 FIRE SPRINKLER SYSTEM : NFPA SYSTEM 13 REVISED: 07 FEB 18 BATHROOMS; KITCHEN REVISED: 20 DEC 17 BASEMENT STAIR; BATHROOMS PLOTTED: 08 NOV 17 PERMIT m U) REVISED: 03 NOV 17 FLOOR DRAINS; SPIGOTS; A.C.; KITCHEN I`— w REVISED: 06 OCT 17 WINDOW& DOOR SCHEDULES CD (n z w ce)0') < PLOTTED: 27 SEPT 17 PROGRESS CONSTRUCTION DWG. E i REVISED: 31 JULY 17 SITE PLAN REVIEW 0 z 3: 0 REVISED: 15 MAY 17 CLASSROOMS, FUNCTION, & KITCHEN 16- w REVISED: 08 NOV 16 SITE PLAN APPLICATION 0 z U) REVISED: 26 JAN 16 RELOCATE SANCTUARY Y m: z >- Co � z Co w (o 0 0 PLOTTED: 08 JAN 16 PRELIMINARY DESIGN u-0 0 > LL mco F- ty- a� 0 < o x < < Q w m m > 0 Z F- Lo w Zo w 5 In m O W 2 o o ce Z 1- 0 U) 0 10- U) CD 06 DEC 16 Scale:3/6"= 1' A-5 00 SIN PEAK CUPOLA 00 CD I T.P. 00 RIDGEF-- RIDGE I--10O r�I00 CD CD -7 F JJ -----------I CERTAINTEED WOODSCAPE SHINGLE WHITE TRIM 30 YIR DE,)iGNER SERIES-WEATHERED WOOD (TYPICAL) CD PLATE PLATE CN C114 N CD CN WHITETIRIM - T (TYPICAL) 'B, B B B SUB FL. SUB FL. -------------- TOP FOUND TOP FOUND ----- ------- GRADE FOOTPRINT -JOIST LEDGE F ----��JOIIST LEDGE 2%SLOPE O CD -4- EL. TOP F FOOTING j II II EL. TOP j HARDIEPLANK LAP SIDING FOOTING L------------------------- ----------- "SELECT CEDARMILL" 5" EXPOSURE W LIGHT GRAY HANDICAP ACCESSIBLE in AR WALK TO GRADE .1C-1 0 J 0258 OF t" W Cf) W :� ❑ > 04 'o Of Lo L-0 = o 0 C14 w 00 z z z 3: Q) 0 z oz U) Ld w m: REVISED: 26 MAR 18 FIRE SPRINKLER SYSTEM : NFPA SYSTEM 13 REVISED: 07 FEB 18 BATHROOMS; KITCHEN REVISED: 20 DEC 17 BASEMENT STAIR; BATHROOMS PLOTTED: 08 NOV 17 PERMIT REVISED: 03 NOV 17 FLOOR DRAINS; SPIGOTS; A.C.; KITCHEN W U ce) REVISED: 06 OCT 17 WINDOW& DOOR SCHEDULES U) z w 0') < PLOTTED: 27 SEPT 17 PROGRESS CONSTRUCTION DWG. E5 i 0 REVISED: 31 JULY 17 SITE PLAN REVIEW z Z: 0 REVISED: 15 MAY 17 CLASSROOMS, FUNCTION, & KITCHEN w < REVISED: 08 NOV 16 SITE PLAN APPLICATION 0 z U) REVISED: 26 JAN 16 RELOCATE SANCTUARY Y = z >- Co of z 00 w o PLOTTED: 08 JAN 16 PRELIMINARY DESIGN 0 u-o pM 0 0 < w W M M x <0 < Z F- m > Zo DE 5 o m Lo 0 Zo M 0 0 0 < Cf) ce) Z 1- 0 0 0- U) W 06 DEC 16 A-6 Scale:N16"= 1' ADDITIONAL NOTES: ALL FRAMING LUMBER TO BE H.E.M. FIR#1 OR BETTER: Fb=11050; E=1.5x10 ALL CONSTRUCTION SHALL BE IN ACCORDANCE TO ALL DIMENSIONS ARE FRAMING TO FRAMING 2015 I.B.C.&I.F.C.AND 2017 SUPPLEMENT ALL HEIGHT DIMENSIONS ARE SUB. FL.TO FRAMING ALL INSULATION TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. VERIFY ALL DIMENSIONS AND SIZING ON FRAMING DIAGRAMS SOLAR PANELS INSTALLED PER MANUFACTURER'S SPECIFICATIONS CONTRACTOR TO COORDINATE WITH SOLAR COMPANY AS PER INSTALLATION . ALL FRAMING SHALL BE FASTENED AND TIED DOWN IN ACCORDANCE WITH LOCAL&STATE CODES 13/4'X 11 /8" LVL RIDGE 1 3/4"X 11 7/8"LVL RIDGE X100 ALL NAILING SHALL COMPLY WITH LOCAL&STATE CODE RIDGE _ _ _ _ - _ - - - - - RIDGE ASPHALT HIP& RIDGE SHINGLES � .3 2 ASPHALT ROOF SHINGLES F"C 7CERTAINTEED WOODSCAPE 30 YR. DESIGNER SERIES-WEATHERED WOOD. �+7SNOW AND ICE MEMBRANE @ VALLEYS, SOFFITS,&EVES (TYP) �+ TF�S. SPF 2Rq� 30#FELT BUILDING PAPER ON -2 x 6 COLLAR +'�� r�iQ - 3/4"CDX PLYWOOD SHEATHING GLUED AND SCREWED -- -- 0 2 ATTIC 1 1 13/4"X 11 7/8"LVL RIDGE M 2 x 12 RAFTERS 16"O.C.STRAPPED OVER ID (TIMBER STRAND) � @ RIDGE (TYPICA,L) � 12 __ __ METAL"HURRICANE CLIP"@ ALL"BIRD'S MOUTH" 12 +I Q 1 ATTIC � QQ 8 12 _- 2 x 12 CEILING JOISTS/COLLAR -- 12 W 10 x 30 STEEL CAGE (RAFTERS&HEADERS) TO 4x4x1/2"STL.TUBE COLUMN @ DORMER OPENING ^IN � IN > 8 8 w w 8 TRAY CEILING a HALF ROUND GUTTERS 6"DIA.W/CONCEALED STRAP HANGERS;4"DIA LEADERS TO DRYWELLS - STRONG STRONG - 1 X 8 AZEK FASCIA RIPPED ON 2 X 6 SUB FASCIA (SEE DETAILS) �r z �r z AZEK SOLID CROWN 1 9/16"x 2 5/8" (SEE DETAILS) BACK I Y 5/8"PLYWOOD SUBFLOOR I Y -BACK 2 x 10 CEILING JOISTS/COLLAR 2 X 6 SUB FASCIA- TOP ----- — _ _ _ -�TOP 2 PIECE 1 X AZEK SOFFIT (SEE DETAIL) PL PL SPRUNG BED MOULDING 9/16"x 2 5/8"ON 8„ 18„ 8 8 -0„ ---- 24 -�” - -- ---- -8 -Q - - 18"i 2 PIECE AZEK 1 x FREEZE ON 3/4 PACK OUT W/1 1/8" NOSE&COVE 5”UP APPLIED , >> -- - �- - 2x 10 CEILING JOIST w/5/8”PLYWOOD SUBFLOOR (@ ATTIC AREAS) 8"BATT INSULATION R-25 @ CEILING JOISTS 0 0 3"SPRAY FOAM INSULATION R-7 PER INCH @ ROOF RAFTERS TO SHEATHING (ALL) PLUS --- � ,_ N j - - 8"BATT INSULATION R-25 @ ROOF RAFTERS (TRAY CEILINGS) N = _ 1 r71�t _ 1 O 1 00 ct� (2) 2 x 6 TOP PLATE: 0 o I 0 17 2 X 6 STUDS @ 16"O.C.TYPICAL;SOLID BLOCKING @ 8'-0"MAX. HT. 2"SPRAY FOAM INSULATION R-7 PER INCH HIGH DENSITY CLOSED CELL TO SHEATHING (EXT.WALLS) 3 1/2" BATT INSULATION R-15 (HIGH DENSITY) KRAFT BACKED (EXTERIOR WALLS) -- — 3 1/2"BATT INSULATION R-11 (INTERIOR PARTITIONS) TYPICAL 3 1/2"PARA BEAM HEADERS TYPICAL (VERIFY FRAMING DIAGRAM) 2 x 6 NAILER ABOVE&BELOW HEADER WHEN POSSIBLE 3/4"PLYWOOD SUB. FL. -�1ST FL L 3/4"PLYWOOD SUB. FL. Ln SUB FL 1ST FL _ --- ---- --- -- - -r _ -_ = „1 - -- - _ - - -- �- --� "WINDOWS&DOORS BY MANUFACTURER'S SPECIFICATIONS r?;? yAt �, �,• �.;� 12 TJI/360 SP JOISTS @ 16" C. � r ,Y �,_, __, :, 12 TJI/360 SP JOISTS @ 16 O.C. SUB FL -- - -' GRADE @ FOOTPRINT J_� -- - ------ - - - - -- - -- - -� ALL GLAZING TO BE INSULATED 2%SLOPE { GRADE @ FOOTPRINT SEE WINDOW SCHEDULE FOR R.O. (VERIFY ALL R.O.W/WINDOW ORDER) �„ - - „ __ �-W 10 x 22- » o o I - „ _ -W 10 x 22- „ o 2% SLOPE WRAP ALL OPENNINGS W/VYCOR FLEXIBLE ADHESIVE BACKED MEMBRNE --- --- ---13 -1- -- 3'-4 --- 13'-4 �+ �I 13 -4 -- --- 13 -4 13'-4 --- � LEAD COATED COPPER PAN-FLASHING AND"HEAD”DRIP CAP AT ALL OPENNINGS CRAWL 0 -' O 0 — _ __ -_ —�EL. i� '�', WINDOWS NOT ABLE TO MEET HURRICANE WIND LOADS AND SPECIFICATIONS TOP 1 SHALL HAVE WINDBORNE DEBRIS PROTECTION: FOOT oO PROVIDE �S<I,100>5WP PLYWOOD SHEETS, CUT TO SIZE„ LABELED& NUMBERED FOR EACH 4"SLAB CELLAR ! WINDOW FRAME,W/PREDRILLED SCREW HOLES @ PRESCRIBED SPACING FOR EACH SHEET. 0 El 0 - - �- STOP THESE SHEETS SHALL BE STORED IN AN ORDERLY FASHION ON SITE AT ALL TIMES. FOOT PROVIDE ALL SCREWS FOR EMERGENCY INSTALLATION IN CASE OF A HURRICANE. A SECTION (2) 2 x 6 SILL @ WINDOW R.O.;2 x 6 CRIPPLE STUDS 2 x 6 STUDS @ 16"O.C.TYPICAL; SOLID BLOCKING @ 8'-0" MAX. HT. SECTION 2"SPRAY FOAM INSULATION R-7 PER INCH HIGH DENSITY CLOSED CELL TO SHEATHING (EXT.WALLS) B 3 1/2"BATT INSULATION R-15 (HIGH DENSITY) KRAFT BACKED (EXTERIOR WALLS) 3 1/2" BATT INSULATION R-11 (INTERIOR WALLS) 2 X 6"SHOE"SOLE PLATE EXTERIOR WOOD FINISH TO BE: 1/2"CDX PLYWOOD SHEATHING 12 a _ _ _ PEAK 15#FELT BUILDING PAPER 8 - - _ _ _ HARDIEPLANK LAP SIDING SELECT CEDARMILL GRAY 5' +/-'EXPOSURE PAINTED LIGHT GRAY OR SIMILAR 00 1 L.C.C.WOOD DRIP CAP OVER ALL WINDOW& DOOR CASINGS SOLID CROWN AZEK APPLIED ON (5 �S<I,100>1#2�k"HEAD CASING BY WINDOW MANUFACTURER) _ _ _ _ PTRIM SHALL BE PAINTED L. LnI� OP WRAP ALL OPENNINGS W/VCOLOR) FLEXIBLE ADHESIVE BACKED MEMBRANE LEAD COATED COPPER PAN-FLASHING AND"HEAD"DRIP CAP AT ALL OPENINGS _ SILL -- - - -12'-58" -- -- -------y � -12'-5-" -- 8 8 X100 INTERIOR FINISH TO BE: E X G.W.B.TAPED&SPACKLED PLUS (2) ATS SH SPACKLE SHED —� _ _ _ _ _ _ _ PRIMED PP US 2) FINISH COATS PAINT (WALLS GOGSHELIL.;ICEILI GS FLAT) LI RIDGE 1 (COLOR TBD) 3/4'X 11 7/8" LVL RIDGE �� RIDGE —� I�lao - � APPLIED WOOD WAINSCOTT&TRIM OVER G.W.B. (SEE PRELIM. INTERIORS&DETAILS) 12 12 1 ST FLOOR CONSTRUCTION: 30 x �W10HDR. 4E�- Rg 24 3/8" FINISHED PLYWOOD (PREP. FOR CARPET AND/OR VINYL FLOORING TBD) CD �ZRP`F�� ATTIC k 12 ATTIC 3/4"T&G PLYWOOD SUB FL. GLUED AND FASTENED �X FRS __ 12"TJI/360 JOISTS @ 16"O.C. (VERIFY FRAMING DIAGRAM) 0 0 0 0 /2"x 11 STL. FLITCH COLLAR 3%z"x 10 PARA BEAM �, TOP PL. APPLIED FIRE RESISTANT COATING FOR ONE HOUR FIRE RATING (FLOOR ASSEMBLY) (@ STL. BEAM RAFTERS) GI, FLUSH HEADER DORMER METAL STRAP BRIDGING (10'-0"O.C. MAX) 00 30 X100 _ 12"DEEP X 3"W CONC.JOIST LEDGE @ PERIMETER (SEE DETAIL) 12 ��� TRAY CEILING r� 3�R�. W10 X 22 STEEL GIRDERS DRILLED @ TOP FLANGE STAGGERED ANCHOR BOLTS ATTIC ATTIC 8 ix30HDR. T ON 4" DIA.STEEL COLUMNS -\--- j 12 W10x30 i� \ N W102 8 N-)Ioo CONTINUOUS STRAPPING CONNECTING DOUBLE SILL; BOX HIDR.; — - - '�- - C TOP PARA BEAM 00 8 SHOE PLATE TO STUD @ 4'-0"O.C. MAX. (TYPICAL @NEW FRAMING) 5/z x 12 PARA BEAM - — - - -- TOP PL. - - cv-�- - -- - I - - �TOP (2) 2 x 6 PRESSURE TREATED SILL STAGGERED JOINTS (JOIST LEDGE&TOP WALL 5 1/2" x 12 PARA BEAM - ----.- 18 " - PL ) -- - - { , „ „I ANCHOR BOLTS 5/8"DIA.X 18" (3 1/2" EXPOSED) @ 3'-7"O.G. MAX. (TOP WALL) FLUSH HDR. 1 1 4 -6 _ 16 ANCHOR BOLTS 5/8"DIA x 8" " - ---- --- -6 @ 3-7 O.C. MAX (JOIST LEDGE) - -- --14 -52 -52 18 � !� � � � 4 METAL SHIELD AND SILL SEAL -- -- I I POURED CONCRETE FOUNDATION 8"TH (VERIFY FOUNDATION PLAN) 12"DEEP x 3"W JOIST LEDGE @ TOP WALL cl� N - N N N N CONC. UPSTAND REINFORCED W/ (2) #4 RE-BAR 8"O.C. HORIZONTALLY TIED TO FOOTING W/ #4 RE-BAR 4'-0"O.C.VERTICALLY 1 o o ��'� d N o ��'� N Fc 3000 PSI REINFORCED WALLS W/#4 REBAR 16"O.C. HORIZONTALLY KEYED AND TIED TO CONT. SPREAD FOOTING 8"x 16" (VERIFY W/WALL THICKNESS) Fc 3500 P.S.I. REINFORCE W/ (4) #4 RE-BAR @ 4"O.C.; 3"UP FROM UNDISTURBED BASE 1 I ^1 °O FOUNDATION TO BE DAMP PROOFED (TROWELED TAR OR SIMILAR) CVN fid-- �N 2"RIGID INSULATION @ EXTERIOR FOUNDATION WALLS PLYWOOD SUB. FL. _ _ - �- SUB FL = -1ST FL 3/4"PLYWOOD SUB FL '? - �`,r' _ _ 1ST FL PERFORATED PIPE IN GRAVEL @ FTG.TO DRYWELL; BACKFILL W/CLEAN SAND. -- - - -- -- __2_ /360 SP JOISTS @ 16"O.C. n .j - : moi 12 TJI/360 SP JOISTS @ 16" O.C. GUTTERS& LEADERS TO DRYWELLS B L . - - - -- - ^ ` W10x22 -- -^o � @ GRADE @FOOTPRINT f GRADE NOTE: ALL CONSTRUCTION TO MEET OR EXCEED LOCAL AND STATE CODES j �I� �1O- - - ' 2%SLOPE I� FOOTPRINT 3" 1„ -W 10 x 22 » 0 0 1 - >> o I o ALL CONTRUCTION TO MEET 2015 IBC AND IFC AND 2017 SUPPLEMENTAL CODE 10 -24 - 13 -14 13 -4 13'-4 ;r, --13 -4 - - - -- - ---13 -4 -13'-4" f - - 1 2/o SLOPE - 3"SLAB CRAWL 3"SLAB CRAWL Ell0 - _ _ �- SEL 0 O — - - �— - -�—FTOP OOT CONSTRUCTION SPECIFICATION TOP FOOT NOTE: _ PROVIDE FIRE SPRINKLER SYSTEM NFPA SYSTEM 13 C SECTION D�ECT'ON@ CUPOLA DORMER REVISED: 26 MAR 18 FIRE SPRINKLER SYSTEM: NFPA SYSTEM 13 NORTHI FORK METHODIST CHURCH PLOTTED: 07 FEB 18 NOTES DESIGNED BY: DCH PLOTTED: 20 DEC 17 Ep A� DRAWN BY: DWH 43960 CR-48 REVISED: 03 NOV 17 SIDING C �' PLOTTED: 27 SEPT 17 PROGRESS CONSTRUCTION DWGS. �� C�''�H � CHECKED BY: DCH CORNER OF HORTON LANE 0 SOUTH OLD NY D&D HARVEY - ARCHITECTS PO BOAC 3268 a258?'� 15 SEPT 17 SOF � DAVID C. HARVEY SAG HARBOR, NY 11963 N.Y.R.A.025823 631 5377640 DAWN W. HARVEY N.Y.R.A.025141 SECTION Scale:3/6" 18" --y - 11,-p„ -18' 0"- 18 (2)2 X 6 EN1b RAFTER �RIDGE (2)2 X 6 EN ll R- 00 C-0 C-0 CD 22' -9,-0"- 2 x 10 COLLARS 6'-@ 1 O.C. (21--2"A.F.F.) Lu Ln 00 40'-0" U) x _j0 CID LL 2 x 12 RAFTERS oL)12 2 x 121 RAFTERS 12 _j c) X w Z) 1 @ 16"O.C. TYPICAL 8 v @ 16"0 C. TYPICAL 8 1,"' X w U) CD X Z) F- x x W 10 30 Ill W 10 x 30 Ill co It F- 0J —041 1 /2" x 11 STL. FLITCH COL W/12"Ill NAILER 2x12 2x12 Ill RFT @ @ CD 01 41 -4 6 4' 16"OC 16"OC I U) 2 x 12 RAFTERS 12 12 12 2 x 12 RAFTERS 12 < LL 00 @ 16"O.C. DORMER -4-777 @ 16"O.C. DORMER 4 ca 00 CD ISANCFUARY t 0 cy) co x CD x C) x ce) V) 04 x x C) KEY LINE DESIGNATIONS —IN Ln CD CENTER LINE -r-_ HEADER CV STEEL ---------- N' _j _j o 0 WASTE -- ---- S - S X w (.5 X w WATER W W X x Z) U) Itt Ill 1 /2" x 11 STL.l FLITC COL W/12"LVL NAILER CO :T F- --C4J W 10 x 30 Ill W 10 x130 Ill 2 x 12 RAFTERS 12 1 1 CD -7'-'�' 1--, 2 x 121 RAFTERS 12 @ 16"O.C. TYPICAL 8 @) 16" TYPICAL 8 2 x -10 COLLARS @ 16"O.C. (21'-2"A.F.F.) } Ih ROOF FRAMING PLAN -00 0 z 0 0 11-- 11 ill w 0 CD 4'-52 —t— —14 -52 ll'- Z) 2 co cf) V) 18" A O.C. UJ u) 1 2 x 10 CEILING J8,ISTS @116 A-7 z ii cn A-7 (ATTIC FLOOR FRAMING @ 4'-2"T. l w cn w 2 X 6 SUB FASCIA a. U) U) (D 51/2 x 12 PARA BEAM F 00 �Sll @CEILING �ONTINLIOUS 0 4�-- LL CL Z SCAB SCABII uj co 00 r.- r,- OVER OVER ti 04 04 04 C*4 > > w w 0 0 w Lu co 00 cc) - co LL 0 z z 0 00 00 Lu ui LL r-- - �ll-- C) N C) N Lc) Q LL F— Qo 2 x 4 KNEE WALL TRAY _j 2 x 4 KNEE WALL w w w w w w _j z z x H 0 w W, @ 4'-4 1/2"HT 4— 4' 4 2 > 00000 J LLJ (L w N co co F- 7 X u- u- 04 X -j D F-—�� CD 04 L z z CLASS#1 C*4 0 Lu a- cq C; 04 (j C-� ai 0 i 14'-2" 1� L) X x (o COAT r— u- Lu a- 04 N A R? @ @ L5 =\ L J LL d 0 ATTIC! z) 3 1/2"x 12 PARA BEAM LUSH U) ACCESS (D -J CN c; U) r d C, C; FUNCTION u- d LL x om L Z 0 LL i LL 1-0 Ld 04 04 cq m I c -1 -- 0 -04 CD CD u- D 2 0 z t U)HALL 0 0 CD 900 LU < X F- D @ u- F- Ljj U F- LL U) Z z U) 0 ol I - p II- P: 7/8"LVL RIDGE U) 4f x 10 RIDGE LU Lj co -cD FS L 1 3)1 11 7/8"LVL RIDGE U) N 13/4"x 11 "STRONG BACK"@ RID ..E �c-0 (D z H 11 W LIJ <= - ----- �F- ui 0-2 o CD -- Lu co 0 --) i� OF N LL U) w 0 D (D LL LL to i 0 (o F- _j co K w x Z C-4 04 -j 04 04 C111 C14 Z 0 C? zi =� < 0 zo 0 co 0 LIJ o— uJ 0 co 0 - co xx _j (o co @ () -j -1 04 :5 1 x LL 9 9 C) LL LL I- X X o i CN 1T 04 < 3 1/2"x 12 PARA BEAM FL SH < 11 N x CL L x c,4 0 x iii ii i I I cNL r— 04 co U) < 04 LF— E () r > It < I < If - - I i 0 0 0 Lu CI) W i — 1.1.J > c14 > 71 00 Lo 2< C-4 E== w -j -j C) 9 1-- ----I-I i L�j co 0 co c\1 C; 2) ATTIC FELLO'llili'llill�SHIP w a. KITCHEN T 9 w w 113- 2: w a_ A Lu ACCESS14'-2 w -- - Qo Z z y x (D CD Z 2 < Ir KNEE WALL < U) w 2 x 4 KNEE WALL Ild— w w CD E, N t 2 x 4 -------:---,, - -- C1,11 Lo w =F------- cq d TRAY @ 4'-4 Y2" HT cj C5 (D @ 4'-4 Y2"HT C14 0 x LL Cj X CD Lc) x co CLASS#2 x ZD C) PAST 9 OR 04 1 04 c) 14'-2" T z z w u� w -m co2� X 04 -00 t Z c/) LLI —77� 0 z L 0 2 X 6 SUB FASCIA 8'-7 15 -10 3,, 7 3,, 5,, z 9 0 8 —------�`-101-81)) [74 >- -151-15)) 5-83" 8J-0" 8 18 < 0 Z_ 8 -2- 12'-7 0 4 18 4 8 4 z > co L 00 u- w CD 0 0 o > co -- co -- 25-10" L-T-- T-j u- W Il LL 0 < x < r.- LL -117 W T 0 m m 11- 0 Z l- 0 ll CD W n O 0) o 0 ob o < 0 co 0� Z 0 w co ----------- C(illl 0) 17 A C-4 Z Lu a-if LL- L 15 SEPT 17 Scale,.3/16 1, A-8 1 WINDOW & EXTERIOR GLASS DOOR SCHEDULE ---- ----- __-- ui .I - -- `i'� \ �w - \ \ i _ LLI w - ?wo -- - w { Imo ^ CV LL CV I LL — L� -- - I - r�ld ----� � -- N�' — - - - w _ o W -- L �O -- I o SILL W/4 EXT. HORNS yFRAM'E r - W � _ I I w - - �r� i� SILL W/4"EXT. HORNS �i� — O S I_00 Nd I � _ I I I 1=I—ij I II I � _ j -00 I LA I I ILL 2'-1 2'-114 �-2'-11� 2'-11�'-2'-11 1 ' 3"-- .✓----- '- 3»--- FRAME FRAME --\-- - \ -\- - IFRAME FRAME FRAME FRAME FRAME 5 10' �' 8 9 _ ---� (VERIFY) (VERI�Y) (VERIFY) F C ' J — - - J G H. I - - ----- -- -- - - QTY.4 QTY.24 QTY.4 QTY. 1 QTY. 1 QTY.6 ! QTY.12 QTY.2 QTY.4 I PELLA ARCHITECTURAL SERIES PELLA ARCHITECTURAL SERIES PELLA ARCHITECTURAL SERIES PELLA ARCHITECTURAL SERIES PELLA ARCHITECTURAL SERIES PELLA ARCHITECTURAL SERIES PELLA ARCHITECTURAL SERIES PELLA ARCHITECTURAL SERIES PELLA ARCHITECTURAL SERIES ALUMINUM CLAD EXTERIOR ALUMINUM CLAD EXTERIOR ALUMINUM CLAD EXTERIOR ALUMINUM CLAD EXTERIOR ALUMINUM CLAD EXTERIORL I A UM NUM CLAD EXTERIOR I ALUM NUM CLAD EXTERIOR AL I UM NUMLAD C EXTERIOR ALUMINUM CLAD EXTERIOR SIMULATED DIVIDED LITE SIMULATED DIVIDED LITE SIMULATED DIVIDED LITE SIMULATED DIVIDED LITE SIMULATED DIVIDED LITE SIMULATED DIVIDED LITE SIMULATED DIVIDED LITE SIMULATED DIVIDED LITE SIMULATED DIVIDED LITE LOW E INSULATED GLASS LOW E INSULATED GLASS LOW E INSULATED GLASS LOW E INSULATED GLASS LOW E INSULATED GLASS LOW E INSULATED GLASS LOW E INSULATED GLASS LOW E INSULATED GLASS I LOW E INSULATED GLASS ENERGY STAR RATING ENERGY STAR RATING ENERGY STAR RATING ENERGY STAR RATING ENERGY STAR RATING ENERGY STAR RATING r ENERGY STAR RATING ENERGY STAR RATING ENERGY STAR RATING CASEMENT#3235 FIXED CASEMENT#3535 (2)WIDE UNIT (3)WIDE UNITS (2)WIDE UNITS FIXED TRANSOME (2)FIXED TRANSOMES 2 WIDE UNIT T-2 3/4"W X 2'-11 3/4"H T-2 3/4"W X 2'-11 3/4"H 2W2H LITES 2W2H LITES FIXED CASEMENT#3535 FIXED CASEMENT#3535 FIXED PICTURE#4141 FIXED CUSTOM CASEMENTS#3535 FIXED CUSTOM PICTURE#4141 2W2H LITES 2W2H LITES 2W2H LITES OVER OVER R.O. 2-8 3/4 W x 2-11 3/4 H MULLED OVER 2W2H LITES CASEMENT#3559 MULLED OVER MULLED OVER MULLED OVER 2W2H LITES T-2"X 81-0"� 1 (2)3-2 X 8-0 MULLED HORIZONTALLY R.O.T-3 3/4 W X 11-1 1/4 HT R.O. 6-9 W X 11-1 1/4 HT 2W2H SDL CASEMENT#3559 CASEMENT#3559 FIXED PICTURE#41183 R.O. 5'-10 3/4"W x 2'-11 3/4" R.O.2-11 3/4 W x 7-10 3/4 2W2H SDL 2W2H SDL 2W4H SDL MULLED MULLED (VERIFY) R.O.6-10 3/4"W x T-10 3/4" R.O.8'-9 3/4"W x T-10 3/4" R.O. 6'-10 3/4"W x 10)'-3 3/4" (VERIFY) R.O. 3 5(VER(VERIFY) 3 5 3/4 (VERIFY) j (VERIFY) (VERIFY) (VERIFY) (VERIFY) EGRESS"PANIC"HARDWARE EGRESS"PANIC"HARDWARE PUSH BAR PUSH BAR FLUSH SADDLE FLUSH SADDLE HANDICAPPED ACCESSIBLE HANDICAPPED ACCESSIBLE 5 1/2 FLAT HEAD CASING 5 1/2 FLAT HEAD CASING 5 1/2 FLAT HEAD CASING 5 1/2 FLAT HEAD CASING 5 1/2 FLAT HEAD CASING I 5 1/2 FLAT HEAD CASING ! 5 1/2 FLAT HEAD CASING 3 1/2 FLAT SIDE CASING 3 1/2 FLAT SIDE CASING 3 1/2 FLAT SIDE CASING 3 1/2 FLAT SIDE CASING 3 1/2 FLAT SIDE CASING 3 1/2 FLAT SIDE CASING 3 1/2 FLAT SIDE CASING HEAD OVER LEG HEAD OVER LEG HEAD OVER LEG , HEAD OVER LEG HEAD OVER LEG HEAD OVER LEG HEAD OVER LEG EXTERIOR-WHITE EXTERIOR-WHITE EXTERIOR-WHITE EXTERIOR-WHITE EXTERIOR-WHITE EXTERIOR-WHITE EXTERIOR-WHITE EXTERIOR-WHITE EXTERIOR-WHITE 61%6'JAMBS 61 Y16"JAMBS 61 16'JAMBS 611/6'JAMBS 61%6"JAMBS 611/16"JAMBS 61%6"JAMBS 6'y16"JAMBS 61%6"JAMBS LAVATORIES FUNCTION FELLOWSHIP SANCTUARY SANCTUARY DORMERS CUPOLA SANCTUARY FRONT ENTRY; CLASS HALL; I FUNCTION ROOM WINDOW & EXT. GLASS DOOR NOTES: INTERIOR TO BE UNFINISHED (VERIFY) ALL WINDOWS TO BE SIMULATED DIVIDED W/SPACER BAR; INSULATED, LOW E GLASS SCREENS TO BE ORDERED SEPERATELY @ PUNCHILIST HARDWARE PRICED @ BRUSHED CHROME (VERIFY FINISH W/OWNER @ FINAL ORDER) BEFORE ORDERING WINDOWS/DOORS VERIFY WITH OWNER &ARCHITECT INTERIOR & EXTERIOR WOOD DOOR 1 EXTENDED EXTENDED EXTENDED x TOP RAIL& TOP RAIL& TOP RAIL& INTERIOR DOOR NOTES: N N SIDE STILE: SIDES ILES z SIDE STILES 1 - 1"" 1" - +� 1 _ 1 _,�� - - -_-�_ TYPICAL INTERIOR DOOR: UNLESS NOTED OTHERWISE OPTION I: TRU 2 ,�2 J STILE MDF SOLID CORE, PAINTED j OPTION If: TRU STILE WOOD (NATURAL) +;LAss� I ! TOP PANEL— (WIRE WIRE BRUSHED DOUG FIR OR SIMILAR ' © A I ) 1 ( TWO PANEL 13/8"TH. W/ /$ RAISED PANEL; - — —IL — - ---- ^� it r i iJ r - U A �'I r 11 1 1 1 ' 1 1 1 1 1 U 1 12 1 PAINTED; PRE HUNG W/ BRUSHED CHROME HARDWARE N DOOR SLAB DOOR SLAB DOOR SLAB --, � OPTION I: "TRUE STILE" MDF SOLID CORE; s �� • � �- (1 )( 2)(10)(19)0) (3 i( 4)( 6)( 7)C)(9 )(17).18Y21)(22) (5 ) (11) (161 112)(13) 14 i(15 (23 24 GLASS OVER PANEL; -9�. ��"562'� TY. 3 LH =-- QTY. 4 LH - -- -- —= QTY. 1 QTY. 1 PAIR QTY. 1 PAIR -- - - -- _ QTY. 2=-- - --=QTY. 3 _ - -- QTY. 1 TEMPERED i - ---- -_---- � (PAINTED) F4�' N'�'� QTY. ( ) ( ) ( ) ( ) ( ) ( ) ( ) ( ) OPTION If: TRU STILE WOOD W/ 2 RH 5 RH j ( ) ( ) TEMPERED GLASS OVER PANEL; PRE-HUNG (TYPICAL) PRE-HUNG(TYPICAL) POCKET DOOR PRE-HUNG (TYPICAL) POCKET DOORS TEMPERED GLASS WOOD DOORS W/ EXTERIOR MDF PAINTED DOOR (NATURAL FINISH) TEMPERED GLASS WOOD DOORS W/ TEMPERED GLASS (GRANT POCKET DOOR TRACKS) TEMPERED GLASS FIXED WOOD SIDE LITES TRU STILE (OR SIMILAR) DOOR SLABS ONLY _ = x SELF CLOSING&SELF LATCHING 13/8" TH W/7�8: TH RAISED PANEL.; PRE-HUNG � Co w GRANT TRACK(POCKET DOORS) W/ BRUSHED CHROME HARDWARE w W/PUSH BAR EGRESS HARDWARE > w > X 8-3 HT R.O. 3-5 X 8-3 HT R.O.5-3 X 8-3 HT R.O. -3 X 8-3 HT _ _ Y „ „ } Of Lo Lo = o = o R.O.3' S" R.O. 6'-7"X 8'-3" » » " R.O. 10' 2"W X 8' 3"HT(VERIFY) m m • (VERIFY POCKET) N ) R.O. 6'-7"W X 8'-3" R.O. 3-2 W x 6-8 W VERIFY HARDWARE W/ OWNER AND ARCHITECT o } a **DOOR SLAB T-2"X 8'-0" * DOOR SLAB T-2"X 8'-0" DOOR SLABS (2)@ 2'-6"X 8'-0" * DOOR SLABS (2)@ T-0"X 8'-0" DOOR SLABS (2)T-2"X 8'-0" R.O. T-5"W x 6'-11"H w m w o z DOOR SLAB T-2"X 8'-0" 1 DOOR SLABS (2)T-2"X 8'-0" z z Y � 613/6" JAMBS 613/6" JAMBS 613/6' JAMBS V/16" JAMBS c7 > 6136" JAMBS w Q z PUBLIC ROOMS @ 1ST FLOOR W 2 CcM.O. 3'-11"X T-4"A.F. I � � v W OFFICE, CLASS, CHILDREN CLOSETS; KITCHEN; LAV'S;JANITOR KITCHEN FELLOWSHIP BASEMENT ENTRY @STAIR COATS FUNCTION STORAGE MAIN FOYER HALL TO FELLOWSHIP cr-O U) vC0O Z w CV) O a) REVISED: 26 MAR 18 FIRE SPRINKLER SYSTEM : NFPA SYSTEM 13 f- p F- REVISED: 07 FEB 18 DOORS, BATHROOMS; KITCHEN TZ o p W ui REVISED: 20 DEC 17 BASEMENT STAIR; BATHROOMS Lu Q >- p PLOTTED: 08 NOV 17 PERMIT Y Oz Z >" o z o Q REVISED: 03 NOV 17 POCKET DOOR @ KITCHE N O co p > N m JM U W O Q X Q ti O I— o Z 2 0 2 � p CD � D m C0 Z O dj 0 0 06 O Q co Z 't U W 0 a U) o 06 OCT 17 A-9 Scale:316"= 1' - - -- - - 5/ 8" TYPE X GWB HARDIEPLANK LAP SIDING - 2 x 6 STUD FRAMING TYPICAL CONTINUOUS MOISTURE BARRIER -- - -- 3 1/2" BATT INSULATION R-15 1/2" CDX PLYWOOD SHEATHING _ - (HIGH DENSITY) KRAFT BACKED -- - - - - 2" SPRAY FOAM INSULATION FLASHING _ - R-7 PER INCH - - HIGH DENSITY - CLOSED CELL T . _- ---_ � O SHEATHING DRIP CAP ; _ - _ (2) 2 X 6 PRESSURE TREATED SILL 5/4 X 8 WATER TABLE ----- --- - ;'`.';', 3 /4 CDX PLYWOOD SUBFLOOR 1 3/4" PACK OUT ---- - - - 12 - MOISTURE BARRIER 8 :` '::..;. • ;\.% METAL SHIELD & SILL SEAL - _ 2.. TJI 360 I `•. \- -- N - 2" SPRAY FOAM INSULATION R-7 PER INCH a• ;' �`ZicHIGH DENSITY CLOSED CELL TO CONC. ASPHALT SHINGLE (TYP.) v .. ATTIC00 �� l i ---- 8 BATT INSULATION R-25 @ FLOOR JOISTS \\ •'r•, •�• GRADE , • ;,; i ,' , MOISTURE BARRIER 5 -- --- �- - ----- /$ PLYWOOD l �' , .: :•. ......• .�- --- 2% SLOPE AWAY ----- - j - 3/4" CDX PLYWOOD SHEATHING @ RF. 1 '` t -- APPLIED FIRE RESISTANT COATING FOR ONE HOUR FIRE RATING (FLOOR ASSEMBLY) / 5" 3" - X 3 PRESSURE TREATED SILL METAL DRIP EDGE � : '.••• :•ti;<,• '••� •;•' •r •� \ `'\ 2 X 10 CEILING JOIST (2) 1 1/2"� @10 OFFICES / ENTRY HALL 5 /8 DIA 18„ LONG ANCHOR BOLTS (3 1/ 2” EXPOSED) @ 3'-7" O.C. MAX O RE BAR 8 O.C. TEAM WALL • �C �• 2 # 4 .C. @ a 2 SOLID CROWN .' ••;: : •....: ,,= ;;... .•:;.•.• :. � ;..•.( 7�. TIED TO FOOTING W/#4 RE BAR 4'-0" O.0 � " \ 3 ; .,.,. � UNVENTED ATTIC / CONDITIONED 3" W X 12" JOIST LEDGE ---- � CONTINUOUS MOISTURE BARRIER /� / a "HOT ROOF" CONSTRUCTION (TYP.) 00 / � „ / Q 2 x 6 SUB FASCIA --' / 4 15" ---- - - <.,.� 3" HIGH DENSITY FOAM INSULATION (SPRAY @ RF. SHEATHING) -' i LL LL CRAWL / CELLAR 8" BATT INSULATION R-25 @ CEILING JOISTS 1 x 8 RIPPED FASCIA o i - occ p (2) PIECE '1x SOFFIT / Ln .;',}� `%` --- 5/8" TYPE X G.W.B CEILINGS & WALLS o 00 :: ..... � -�� ••.•�•( � .• 3 1/2" BATT INSULATION R-15 (HIGH DENSITY) KRAFT BACKED "' 9/6 x 25/8 BED MOULDING --: a 2" RIGID INSULATION - -- -- -- / - 2" SPRAY FOAM INSULATION R-7 PER INCH HIGH DENSITY CLOSED CELL TO SHEATHING TROWELED TAR (OR SIMILAR) - -- — - --- _- DAMP PROOF TO BASE OF FOOTING ! 3" TH CONC. SLAB REINFORCED 2 PIECE 1x FREEZE W/ 1 /8 NOSE & COVE 5" UP ON a s PACK U , 2 x 6 STUD FRAMING TYPICAL W/ 6 x 6 10;10 WIRE MESH 11 8" TH. POURED CONC. WALL - -- - - i -- OVER MOISTURE BARRIER �I 1/2 CDX PLYWOOD SHEATHING - ( � REINFORCED W/#4 RE-BAR 16" O.C. HORIZONTALLY ON CLEAN COMPACTED BASE 4'-0" O.C. VERTICAL TIED AND KEYED TO FOOTING CONTINUOS MOISTURE BARRIER -- ---- HARDIEPLANK LAP SIDING ( 8" X 16" SPREAD FOOTING REINFORCED \..;.� NOTE: W/ (4) #4 RE-BAR @ 4" O.C.; 2" 4" •, 3 UP FROM UNDISTURBED BASE - -� ALL EXTERIOR WALLS; INTERIOR WALLS, AND 0 0 0 0 ., CEILINGS SHALL BE CLAD WITH 5/8" GWB TO - `�- -- COMPLY WITH UL 263 ONE HOUR FIRE RESISTANT RATING. FLOOR ASSEMBLY SHALL HAVE ONE HOUR FIRE RESISTANT -- - 16" ------ — COATING SPRAY APPLIED FROM BELOW. - REINFORCED SPREAD FOOTING KEYED AND TIED TO CONC. WALL CORNICE DETAIL 2 - TYPICAL FOUNDATION DETAIL - TYPICAL 1 7CONSTRUCTION SPECIFICATION CONSTRUCTION SPECIFICATION REFER TO DWG. PAGE A-7 SECTIONS YREFER TO DWG. PAGE A-7 SECTIONS & SPECIFICATIONS FOR ADDITIONAL INFORMATION & SPECIFICATIONS FOR ADDITIONAL INFORMATION oo, RED A,R,' � NOTE: GENERAL CONDITIONS _�o�VAK� �F ALL CONSTRUCTION SHALL BE IN ACCORDANCE TO 2015 I.B.C. & I.F.C. AND 2017 SUPPLEMENT 025€��"� OF NE.`I'1 NORTH FORK UNITED METHODIST CHURCH DESIGNED BY: D.C.H 43960 CR-48 REVISED: 26 MAR 18 FIRE SPRINKLER SYSTEM: NFPA SYSTEM 13 DRAWN BY: D.VV.H. CORNER OF HORTON LANE REVISED: 22 FEB 18 ADDITIONAL NOTES AS PER BLDG. DEPT. CHECKED BY: D.C.H SOUTHOLD, NY REVISED: 07 FEB 18 NOTES APPROVED BY: PLOTTED: 21 DEC 17 D&D HARVEY - ARCHITECTS PO BOX 3268 12 DEC 17 DAVID C. HARVEY SAG HARBOR, NY 11963 N.Y.R.A. 025823 631 5377640 DAWN W. HARVEY DETAILS D-� N.Y.R.A. 0251411 SCALE: 1%2"= 1'-0" ® SMOKE DETECTOR/CARBON MONOXIDE DETECTOR HARDWIRED INTERCONNECTED *ELECTRIC NOTES: * TRIM KITS SHALL BE VERIFIED BEFORE SMOKE WIRED TO CENTRAL STATION INSTALLATION PLATFORM SHELVES * SHELVES CM (NOTE: HEAT/CM @ KITCHEN) TEMPORARY I HOUSING SPECS: VERIFY SPECIFIC *HP PUCK LIGHT; WAC OR SIMILAR I FRAMING CONDITIONS & CODE. CD O D DQ D 0 D I OD * ALL SCONCE LOCATIONS SHALL BE VERIFIED ON SITE WITH ARCHITECT 0 B 4 REC. LED 3000K: HALO OR SIMILAR � J l * ALL LIGHTS SHALL BE ON DIMMER SWITCHES o C 4" REC. LED 3000K: HALO ADJUSTABLE OR SIMILAR ` I SMOKE ALL SWITCH & RECEPTACLE HEIGHTS & LOCATIONS SHALL BE VERIFIED ON SITE WITH ARCHITECT. O D 5" REC. LED 3000K: HALO OR SIMILAR V \ HIG ` CM HI ` * BATHROOM & KITCHEN FANS SHALL BE REMOTE FR)/ I I BLOWER TYPE DUCTED TO OUTSIDE. ® E 5" REC. LED 3000K: HALO ADJUSTABLE OR SIMILAR i UP i * ALL ELECTRIC TO MEET OR EXCEED FL FLUORESCENT RECESSED LI E D D E CODE REQUIREMENTS ❑ LIGHT OG PORCELAIN FIXTURE ST SURFACE CEILING, MOUNT NOTE: � SURFACE WALL MOUNT ` \s TYPE 1 HOOD W/ FIRE SUPPRESSANT SYSTEM KITCHEN TO HAVE ONE CLASS "K" FIRE EXTINGUISHER OSr EXTERIOR SENSOR/TIMER LIGHT; ALL CONNECTED — -- - - - " - 4 OTHER AREAS TO HAVE "ABC" FIRE EXTINGUISHERS. NO SWITCH/ MUST BE ON @ NIGHT IF OCCUPIED D . - I TIMER/ SENSER VERIFY W/OWNER AS PER 2015 IFC = ` I ONCE CONTRACTOR HAS BEEN SELECTED THEY SHALL P SURFACE PENDENT PROVIDE SPECIFIC FIRE ALARM, FIRE EXTINGUISHERS, HOOD AND FIRE SUPRESSANT SYSTEM. Os , l 4 SEALED SHOWER LIGHT SANC IU RY � �(14 OC U ANC �3 I INFORMATION / DRAWINGS TO BE SUBMITTED OCL CLOSET LIGHT oj �(�� , TO BUILDING DEPARTMENT FOR APPROVAL " FAN ❑ EXHAUST FAN - REMOTE BLOWER MOTOR ------ - ►- -� - - JB FAQ - - - - D -- JB- - D - _, �_,-= �� �� Jg JUNCTION BOX (VERIFY IF FAN OR FAN/LIGHT) — ,j V .I V-FR PLACARD @ALL ENTRANCES AS PER 2015 IBC AND IFC CODE ❑ FR VERIFY LOCATIONS IN FIELD JS JAMB SWITCH —� �s - ® I �- CABLE / COMPUTER/CAT 5 SMO<E C TELEVISION - (VERIFY HEIGHT BEFORE INSTALLATION) =-s,_- _- PHONE JACK UNDER CABINET/COVE LIGHT- LINEAR TAPE LED DUPLEX FLOOR RECEPTACLE VERIFY LOCATION � DUPLEX WALL RECEPTACLE Z ST SWITCHED RECEPTACLE Co _ x N U W �C CLOCK RECEPTACLE a Y „ Z —--------- - -------- - - -- - a U --7'- '-4 �' --1 6 -O' i ` 69 -0 t,�� �GFI GROUND FAULT INTERRUPT SWITCH W , HIGH-� __\� �i HIGH „ J lo , „ — --- - -- - , 1 „ , 1 „ w z g _0 y 28 -0 -- - --- -- - -10 -4- - -- - - - - -- r c� �, 2 21 —72 EXTERIOR OUTLET N z o O z _ % EXT >- = m a O — — x WALL SPEAKERS (LOCATION BY OWNER) W _j U J — O (o �_��' x x x (VERIFY STEREO SYSTEM WITH OWNER) `— = z O SIN --� / \ A.C.UNITS Y � - J Q. 1 -- cfl B OB D B / -=V. x 1 l x DSO CEILING SPEAKERS (VERIFYW/OWNER) C a Co FR ),III _l ----J a p U Q CHILDREN _ AV - ST �] _X_ TRACK LOW VOLTAGE LIGHTING N � w p11 Tj V S EXIT -- -- Q D p atS 7T 00 w JB FAN LAV#1- - F LAV#2 \ / FLOOD LIGHTS / SECURITY LIGHTS m Q w v J_OFFICE i�� JAN. (MEN) ,pg , � � g0(WOMEN) \\ / S BO I TREAD LIGHT EXTERIOR U) pg --�B SMOKE Z I I� \ \ ©,C 11C eC / FUNCTION go go go dT Q m U > F- '5,C z CM -- - ! \ --- --- - �----- I BATH _ Iwi o z O O J O \� S5g O B \ I DR DR \\ // - _ — -_- O U UP LIGHT EXTERIOR cc I� Co o // ' N .B B � I � ' � � O N O z z / -\ oB I �j - - - -- - - - - - - �✓ CLASS EXIT FIRE EXIT ww w w 0 c� JB FAN ( B oC I C� �R go ! 0 w w w w w p Q cq 1,- (15.5 X 21.5') JB FAN I cn U) cn c_n � ° SMOKE �' I EMERGENCY LIGHT I L. W W W W W CM ---� SS SSS r I I _ -t _ O B Og ®-1 OB OB ' - DO DO I F 1 = ���� � HOSE BIB HIGH I \ I i I - - ' TgP �- ----COATS_ � i � I �- --- Q O \ Q �� 1 p� / � I p �,\ � I B B - B ,� FIRE SPRINKLER HEAD ST_ - SS JS B ! B I JB I Cb B B ---- - CL u� C I p O ATTIC! - - ----- v� \ -0 - o- --o -- o - FAN I I I W/D 17) ACCESS SMOKE V HVAC DUCT ���D ACS V- \�% I I ` — S S- — --� ; i !- -- CM SS FR j ❑ Cn — , � �_ I D o � D O I •,.--- ss sss � � = - - ��SMOKE/ - - f \ -- FUNCTION g� � �� I� i, � �I I I I (28' x 39') `I \�oc I - _ - X -- -- - ------ -� - T � _ - O! �O- I B OB OB I I ® 1 go ® go go go ELECTRIC LEGEND o �� ` ( - I \ I C SMOKE I SMOKE - o 2582 EXT. ��I -� �� I I CM/ I I I I �15� -CM -- For t4 o$ O B O� ,I � I\. 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LED 3000K: HALO OR SIMILAR VERIFIED ON SITE WITH ARCHITECT * ALL LIGHTS SHALL BE ON DIMMER SWITCHES C C CD I I I I 4 REC. LED 3000K: HALO.ADJUSTABLE OR SIMILAR i * ALL SWITCH & RECEPTACLE HEIGHTS & LOCATIONS L — — — SHALL BE VERIFIED ON SITE WITH ARCHITECT. O D 5" REC. LED 3000K: HALO OR SIMILAR * BATHROOM & KITCHEN FANS SHALL BE REMOTE L J L — JI I F BLOWER TYPE DUCTED TO OUTSIDE. E 5" REC. LED 3000K: HALO ADJUSTABLE OR SIMILAR j I I * ALL ELECTRIC TO MEET OR EXCEED CODE REQUIREMENTS [FL] FLUORESCENT RECESSED LIGHT I I OG PORCELAIN FIXTURE - -- -- -- - FSURFACE CEILING MOUNT' TOP CHEEK DN 3" � SURFACE WALL MOUNT 1 1 1 1 1 1 EXTERIOR SENSOR/TIMER LIGHT; ALL CONNECTED L - L - J ST NO SWITCH/ MUST BE ON @ NIGHT IF OCCUPIED o I \ o o TIMER/ SENSER VERIFY W/ OWNER AS PER 2015 IFC wI P V "V-FR" PLACARD @ ALL ENTRANCES AS PER 2015 IBC AND IFC CODE SURFACE PENDENT N N FR VERIFY LOCATIONS IN FIELD \ x x OS 4" SEALED SHOWER LIGHT OCL CLOSET LIGHT I - --� F -1 J 0 1 Ir- F EXHAUST FAN - REMOTE BLOWER MOTOR - J L J L - J JB JUNCTION BOX (VERIFY IF FAN OR FAN/LIGHT) I ! 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O 0 Q TOP WALL GROUND FAULT INTERRUPT SWITCH 2vS Z O —TYPICAL GFI _ (D o Co EXTERIOR OUTLET N = m a L� _--- „---- EXT o U)J' U U G G b G L_ o 4-_ �� WINDOW ABOVE WINDOW ABOVE �- WALL SPEAKERS (LOCATION BY OWNER) w Y p uj O TSO, CHEEK -" � DIN 3" 1 :z (VERIFY STEREO SYSTEM WITH OWNER) Z C j z -' w °oo I _ O CEILING SPEAKERS (VERIFY WITH OWNER) a 0 0 p Q z N 0 U VE T VENT c� - - - - - _ - -- O - - - - - -- - - - - - - - I - -- -- 1 - -- -- -- - - -- w = w yrs W10x22GRD. -- -- - - - -- - - - - - -- - - - - - - -- - -- � - - - -x- TRACK LOW VOLTAGE LIGHTING �' l- n. ui — - - - - - - — — — — — ` m a LL - - - - - r- - - - -- -- - - - - - - DN 10 @GRD DN 10 BASEMENT WINDOW FLOOD LIGHTS /SECURITY LIGHTS °r° ao ti TOP CHEEK TOP CHEEK GRD TOP OF WALL �, J �- _ Co > > F- DUO PNP HOPPER BASEMENT WINDOW TYPICAL DUO PNP HOPPER Q U O U 31 7/8', x 20"H 31 7/8"x 20"H -' dT TREAD LIGHT EXTERIOR E u- o z z0 O W N O H O co O G G o G FURN o G G G w ®U UP LIGHT EXTERIOR Q Q Q W Q Q EXIT FIRE EXIT U) cw cW r cw U) i' I---4 -8 y E.L. W W �j � W W I _ GW / / / O EMERGENCY LIGHT a � w it / / HOSE BIB r - � - � - � rl 1 - --ISP W 10 x 22 GRD. 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I . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 F -x -x -x -x -x -x -x . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FUTURE BARN . . . . . . . . . . . . . . . . GREENHOUSE . . . . . . . . . . GAS . . . . . . . . . . . . . . . . . . . . . . WATER . . . . . . . . . . . . . . . . . . . . . . . . . . ❑ F] ❑ . . . . . . . . . . X x . . . . . . . . . . . . . . . . . . N . . . . . . . . ELECTRIC . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . CHURCH SITE: FIRE ESCAPE DIAGRAM . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FIRE HYDRANT H . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ASSEMBLY POINT . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DUMPSTER 7T �I O FIRST FLOOR FIRE ESCAPE DIAGRAM ry FIRE LANE 4- + + t -J- + + + + PARKING LOT + + + + + + . . . . . . . . . . . . . + + + + J + + . . . . . . . . . + . . . . . . . + + + + + + + + + + + + + + + + + + + + + + + + + + + + 7- + + + + + + + + + + + + + + + + + + + + 4- + + + + + -i- 4- + + d- + + + + + + 4- -1 + L + + REVISED: 26 MAR 18, FIRE SPRINKLER SYSTEM: NFPA SYSTEM 13 --------- . . . . . . . . . . + + + + + + + + + + + + + + + + + + + + + + + + + + + + + . . . . . .. . . . . . . . . . . . . . . . . NORTHFORK UNITED METHODIST CHURCH . . . . . . . . . . . . + + + + + + + + + + + + + d- + + 4- + d + + d + + + + + + + + . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . DESIGNED BY: D.C.H -48 ; CORNER OF HORTON LANE .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . I . . . . . . . .. + + + + + + + + + + + -4- + DRAWN BY: M.P.G. 43960 CR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + + + + + + + + + + + . . . . . . . . . . . . . . . . . . — . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4- + + -i 4- 4- + 4- SOUTHOLD, NY + + . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . 4 + + + + + + + + + CHECKED BY: DCH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . I I . . . . . . . I . . . . . . . . . . . . . . . . + + + APPROVED BY: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + + + + + + + + + + + + + + -1- 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . D&D HARVEY - ARCHITECTS + .... . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . ... . . . . . . . + + 4- -1 + d- -j + + + + + + + + + 4- + + + + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PO BOX 3268 19 DEC 17 + + + + + + -t + d 1 -1 + 4 + + + + + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — . . .I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 SAG HARBOR, NY 11963 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + + + + + DAVID C. HARVEY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . X,, OF N.Y.R.A.025823 631 5377640 +. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . + + + + + -T- 4 + + -t + DAWN W. HARVEY SITE FIRE PATH DIAGRAM + + + + + + + + + + + 4- + . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . FP N.Y.R.A.025141 SCALE: N.T.S. CLOSET CLOSET p FA (FA STOOP [CE: F --4J PRIMARY ESCAPE ROUTE SECONDARY Ujo Eij:-- ESCAPE ROUTE 14 j - , :n FIRE EXGTINGUISHER CE ABC (TYPICAL & BASEMENT) Sil K (KITCHEN) Lu FIRE PULLBOX Lu co > co FIRE ALARMS FA LL STOOP z NOTE: ALL LOCATIONS TO BE CONFIRMED BY FIRE MARSHAL y Lu AND CERTIFIED INSTALLER SANCTUARY OF(144 OCCUPANC ) FA FA W co Lu = -j F- A �e < z ca STOOP x x x 06 Z A.C.UNITS (n UJ Lu AV iz CHILDREN —7�l x xx x x x x T-- 00 FA D _I im w U. N SIN JAN. 2 JAN. LAV1 N DR DF— LAV 3 6 �l w w OFFICE DR CLASS #1 Ito Cn pr— 13 El p 5: 5 w w -------- MAIN HALL ]W1 D AR — ———————— RK e FOYER Rzs�zl-f e�� I SOV. ENTRY I cc FA > 0258 FUNCTION OF N STOOP L----- ——————J 18" 36" ———————— Lt—AFRy RANGE > 7F7 HALL 0 FE ---=_-_ -= -__ LEI (FA p El El ® DR TYPE I HOOD W1 Coo) N FIRE SUPPRESSANT SYSTEM > '0 it U-5 LO 04 0 < KITCHEN I I m o =[if co >: za� p Z z y QATTIC; 9 �: 0 ;� ---�ACCESS 0 9 Ill p ET CLASS #2 Ill 0101 F C, OFFICE Ly N w FELLOWSHIP ABC p V\/v a: U) (D LAV 4, lo- LU 0 CY) F E to SQ Z Is— #1 11 71 11 1 o w 0 0 z 0 al w 0� F- < U)0 z w Z w FIRST FLOOR FIRE ESCAPE 00 0 W>0� M m p u- PROVIDE FIRE EXTINTL ISHER A C 0 CL < V V IN BASEMENT 0 W X < F— CD Z 0 2: CY) LL w (0 E m 0 L0 0 M0 0 0 0 < 'C"'e')- U) z IRt 0 w 0 M M (0 T-- • 19 DEC 16 Scale:N16" FP-2