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SUFFQt/rcpGy� Town of Southold 9/3/2024 a P.O.Box 1179 0 C" x. 53095 Main Rd �oy�j41 �ao� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45515 Date: 9/3/2024 THIS CERTIFIES that the building COMMERCIAL Location of Property: 51970 Route 25, Southold SCTM#: 473889 Sec/Block/Lot:. 63.-6-6.3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/19/2023 pursuant to which Building Permit No. 49393 dated 6/16/2023 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: commercial church building for First Universalist Church as applied for per ZBA#7123SE,dated 2/21/2019. The certificate is issued to First Universalist Church of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C-20-0036 8/6/2024 ELECTRICAL CERTIFICATE NO. 49393 6/18/2024 PLUMBERS CERTIFICATION DATED 5/23/2024 gyadPiecuch tj 0 A rizec 'gnature �o�suF a o TOWN OF SOUTHOLD �cGy� BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ONJHI� PREMISES WITH ONE SET OF APPROVED PLANS"AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49393 Date: 6/16/2023 Permission is hereby granted to: First Universalist Church PO BOX 221 Southold, NY 11971 To: Construct a new Commercial Church with HVAC system as applied for per ZBA, DEC, Historic Preservation Commission, Planning and SCHD approvals. At premises located at: 51970 Route 25, Southold SCTM #473889 Sec/Block/Lot# 63.-6-6.3 Pursuant to application dated 4/19/2023 and approved by the Building Inspector. To expire on 12/1512024. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,830.00 CO-COMMERCIAL $50.00 Total: $1,880.00 1 Building Inspector SO(/l�,ol Town Hall Annex . Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(aD-town.southold.ny.us Southold,NY 11971-0959 OWN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: First Universal Church Address: 51970 Route 25 City:Southold St: NY zip: 11971 Building Permit#: 49393 section: 63 Block: 6 Lot: 6.3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Platinum East Electric License No: 34091 ME SITE DETAILS Office Use Only Residential Indoor X Crawl X Service X Commerical X Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 55 Ceiling Fixtures 42 Bath Exhaust Fan 1 Service 3 ph Hot Water Gas GFCI Recpt 8 Wall Fixtures 26 Smoke Detectors Main Panel 200X2 A/C Condenser 4 Single Recpt Recessed Fixtures 9Q CO Detectors Sub Panel 100A A/C Blower 4 Range Recpt 50AX2 Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe 13 Heat Detectors Disconnect 4 Switches 26 4'LED Exit Fixtures 21 Ejector Pump 1 Other Equipment: Ansel Hood w/ Rooftop Fan, (10) Parking Lights, (2) Ovens, (2) DW, 200A Panel 54 Circuit/ 18 Used, 200A 54 Circuit Panel 16 Used, 100A Sub Panel 30 / 17 Used Notes: Church Inspector Signature: Date: June 18, 2024 S.Devlin-Cert Electrical Compliance Form cnvn Hall Annex �o�S�F�01,�`OG elephone(631)765-1802 54375 Main Road R 0.Box 1179 C3 CA Southold,NY 11971-0959 1j QC_ BUILDING DEPARTMENT JUN 3 2024 TOWN OF SOUTHOLD PUITITA-RN G IDEPIT. WO IN -, -f , !T' CERTIFICATION f. Date: Building Permit No. 9 3 9 Owner. Fi r 3 ,i U ei,erS6_1 Z! .(Please print) Plumber:7?D raA 2C�C11 (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I%lead. (Plumbers Signature) Sworn to before me this day of- 20 t Notary Public, A40W01" County SUSAN A.RIZZO Notary Public,State of New York No.01 R16183459 Qualified in Suffolk County Commission Expires March 17,2a7*8' / OE 50GTHp� TOWN OF SOUTHOLD-BUILDING DEPT. TyCO�►MI,� 631-765-1802 . INSPECTION [ FOUNDATION 1ST C ��4 [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] REN AL REMARKS: ® K l � 1 DATE INSPECTOR OF SO(¢y�lo * # TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ RENTAL REMARKS: �iPl`m ✓ . OL41 DATE toy INSPECTOR hO�apF SObTyOlo TOWN OF SOUTHOLD BUILDING DEPT. ^0urm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ �OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: PIV I 12ne5Sv DATE 3 INSPECTOR �O�aOE SOUTyo� Y I -7V a+ # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: c�Jkc� r ]��-otv 01h -Pe A� DATE INSPECTOR ho�aOF SOUTyO� # # TOWN OF SOU.THOLD BUILDING DEPT. 631-765-1802 a� INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PL13G. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE I� �4 INSPECTOR OF SO(/1�,06 * # TOWN OF SOUTHOLD BUILDING DEPT. �yco 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [rSULATIOWCAULKING FRAMING/STRAPPING [ NAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION 5� PRE C/O [ ] RENTAL REMARKS-. ' x% '✓� t r' ,(vow %oF ►'11 2 r S q,a ,l tst/ two►'( QC - 6r (A c vtJb os rUbM� 8' � Cv Y C l S DATE At INSPECTOR 1mg r OF SOGTyo{o Ll q / cl —J 0* ' TOWN OFISOUTHOLD BUILDING DEPT. °ycoum, 631-765-1802 ANSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. . [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT.PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -4 ` V,6e IJA—L— G G r� ��sQ CJ 1,A G'n 146Gn �1 s� DATE INSPECTOR SOGIyOIo - * TO N OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1-ST'/ REBAR- [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 'INSULATION/CAULKING [ ] FRAMING /STRAPPING FINAL fief FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE_RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: 1 Cle- 4 C F�95 TIC51,cof All �f f•°o�S 'v f-P51ed DATE % /Z INSPECTOR '' yS, - / &OF SOUIyOIo % , � � - - - �` TOWN OF .SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECT[ON [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING Y4 FINAL ��� :FIREPLACE & CHIMNEY FIRE SAFE INSPECTION [ ] •FIRE RESISTANT CONSTRUCTION [ ] "FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (� �eSf �ovn� ��/r� y6/1S S 5r5v T�St b Ell1, DATE 2 �Z INSPECTOR ( S SOGTy�� # # TOWN OF SOUTHOLD BUILDING DEPT. ^ou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [kp.FINAL [ ] FIREPLACE.& CHIMNEY ,[kp FIRE SAFETY INSPECTION [ ] -FIRE RESISTANT CONSTRUCTION-- { ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: . �S 4 e /1,eelcl _ Yoe a �,►� Ir e t1-�',n 7s���� L f 5 DATE Z�lZ INSPECTOR �/S Of SOUIy� �CS �3 ' # # TOWN OF SOUTHOLD BUILDING DEPT. °`yrournv��' 7654 802 INSPECTION .[ ] FOUNDATION 1ST [. ] ROUGH PLBG. --FOUNDATION 2ND [ } INSULATION/CAULKING [ ] . FRAMING/STRAPPING FINAL [" ] FIREPLACE &-CHIMNEY " " FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ z"] FIRE RESISTANT-PENETRATION- [ -] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: afx 144505er fat Y+r 5'A4 wpj 4 5"f r 1 lac k DATE �/�/Z INSPECTOR r` aOUTyo - -- - - - #J # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECT[ON [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [- ] FOUNDATION 2ND [ rULATIOWCAULKING FRAMING /STRAPPING [ AL [ ] FIREPLACE & CHIMNEY-. . [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ]"FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODEVIOLATION_ [ ] PRE C/O [ ] RENTAL REMARKS: t2 7b �-IA zu . Contwujv tA DATE 7' IINSPECTORtxj�:lvk `1 q J" OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex qv P.O.Box 1.179 54375 State Route 25 Southold;NY,11971 (cor.Main Rd. &Youngs Ave.) 0 Telephone:53.1 765-1935 Southold,-NY ' www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD I J U L 2 5 2024 July 23, 2024 BUILDING DEFT. Mr. Ray M. Calamari; RA TOWN ff SOUTHOI de Bruin Engineering, PC 1400 Old County Road; Suite 106 Westbury, NY 11590 'Re: Approved Site Plan for First Universalist Church 51970 Main Road, opposite Tuckers Lane & Main Road, Southold SCTM#1000-63=6-6:1 .&6.2 Dear Mr. Calamari: The Planning Board has found that the requirements for the Approved Site Plan referenced above have been completed based on the site inspections made on'July 12, 2024 and July'18, 2024, and the Planning.:Board work session on July 22, 2024. The site is in general conformance with the approved site plan entitled "First Universalist Church of Southold" prepared,by Raymond M. Calamari, R.A., dated April 15, 2021 and last revised October 27, 2022; and the:Planning Board supports the issuance of.a Certificate of Occupancy:_ This letter does not condone any 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, James H. Rich III Chairman cc: Michael Verity, Chief Building Inspector Michael Collins, Town Engineer Bunch, Connie From: Fuentes, Kim Sent: Tuesday, September 3, 2024 8:30 AM To: rachel nfwoodworks.com Cc: Bunch, Connie Subject: HPC - 1st Universalist Church of Southold Hi Rachel On August 22, 2024, during a regular meeting of the HPC, I presented the photographs submitted and requested that the Commission advise us as to whether they are satisfied with the completed church construction. They expressed their satisfaction indicating that the work complies with Certificate of Appropriateness, but has recommended that the kitchen exhaust structure with walkway constructed on the roof be painted a similar color of the roof. The Commission has approved the issuance of a Certificate of Occupancy. Let me know if you have questions. Thank you. Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission 631-765-1809 kim&asoutholdtownny.gov Location:54375 Main Road Mail:P.O. Box 1179 Southold, AY 11971 From: rachel nfwoodworks.com <rachel@nfwoodworks.com> Sent:Wednesday,August 28, 202411:38 AM 1 Bunch, Connie From: Fuentes, Kim Sent: Friday,August 23, 2024 9:44 AM To: McGivney,Julie;Alan Wexler,Anne Surchin; Daryl Ketchum; David Mammina;Jeri Woodhouse; Marina DeConciliis Cc: Bunch, Connie Subject: HPC First Universalist Church -Southold Hi All, As you may recall the Church officials are requesting a Certificate of Occupancy to be issued so that they can operate. I spoke with Mike Verity, Chief Building Inspector/Dept. Head, regarding the exhaust equipment and walkway installed on the roof of the Church. He indicated that the exhaust and walkway are both required by NY State Code. I can inform the Church's representative that the HPC would be in favor of the structure being painted similar to the color of the roof. Your thoughts? Kim E. Fuentes Board Assistant Zoning Board of Appeals Coordinator, Historic Preservation Commission 631-765-1809 kim a southoldtownny.gov Location: 54375 Main Road Mail:P.0. Box 1179 Southold, NY 11971 1977 Main Road, Laurel NY 11948 nUILDING DEPT- Tp )F SOU']CI1" CERTIFICATE OF INSULATION AMERICAN CHEMISTRY DATE OF INSTALLATION:12/19/2023 COUNCIL HIGH PRESSURE SPF ID# DATE OF FIRE BLOCK INSTALLATION:12/18/2023 000012223 DATE OF DC-315 THERMAL BARRIER:03/28/2024 SUFFOLK LIC#H-59538 SHELTER ISLAND LIC# 1444R Location Insulation Inches.- _ PROJECT INFO EXTERIOR WALLS 2LB Closed Cell 3 Nominal Inches R-27 Spray Foam & @ R-7 Per Inch BUILDING PERMIT#49393 R-13 Unfaced Fiberglass Batt NorthFork Woodworks Inc. -------------------------------------------------------- --------------------- ------------------------------------------ ROOF 21-13 Closed Cell 3 Nominal Inches R-51 First Universalist Church Of Spray Foam& @ R-7 Per Inch Southold R-30 Unfaced Fiberglass Batt 51900 Main Road -------------•----------------------------------------------..--.------------------------------...................------. Southold NY 11971 BASEMENT Rockwool AFB 3 R-15 CEILING ------------------------------------------------------------------------------------------------------------------------- BOX BEAM/RIM 2LB Closed Cell 3 Nominal Inches R-21 JOISTS Spray Foam @ R-7 Per Inch -----------------------------------------------------------------------•---------•--------------------------------------- CRAWLSPACE 2LB Closed Cell 2 Nominal Inches R-14 WALLS Spray Foam @ R-7 Per Inch �� ARCS CALq �ty� .1 V T N� Authorized Signature O F _ I Frank Fenoy Jr certify that project referenced above was insulated as estimate signed by home owner/ _ builder, and that the install was preformed in - conformance to the applicable codes. GJS ELECTRIC LLC Alarm Activity Report- for CSID# '28006921' For the Period 6/27/2024 To 6/27/2024 Based on Central Station Time 15161 S Test(First U Church Fire); CSID 28006921 UL Classification fion-Certificated Event Occurred Condition Description Signal ID Zone Area User User Name Incident Details Thu 06/27/24 11:11:40 System Trouble SYSTEM SHUTDOWN- E308 000 1 Thu 06/27/24 11:15:28 Restoral SYSTEM SHUTDOWN RESTORAL- R308 000 1 Thu 06/27/24 11:15:29 Restoral COMMUNICATION TROUBLE- R350 952 1 Thu 06/27/24 11:15:31 Restoral FAILURE TO COMMUNICATE- R354 000 1 Thu 06/27/24 11:15:34 Restoral FAILURE TO COMMUNICATE- R354 951 1 Thu 06/27/24 11:29:09 Fire FIRE ALARM- E110 200 1 Thu 06/27/24 11:31:13 Restoral FIRE ALARM- R110 200 1 Thu 06/27/24 11:31:58 Fire FIRE ALARM- E110 200 1 Thu 06/27/24 11:52:31 Restoral FIRE ALARM- R110 200 1 Thu 06/27/24 11:57:55 Fire PULL STATION- El 15 182 1 Thu 06/27/24 11:58:47 Restoral PULL STATION- R115 182 1 Thu 06/27/24 12:02:19 TROUBLE BELUSIREN#1- E321 000 1 Thu 06/27/24 12:02:26 Restoral BELUSIREN#1 - R321 000 1 Thu 06/27/24 12:03:20 System Trouble SYSTEM SHUTDOWN- E308 000 1 Thu 06/27/24 12:03:35 Remote Access Callback Requested made- E411 000 1 Thu 06/27/24 12:03:38 Programming SUCCESSFUL UPLOAD- E416 000 1 Thu 06/27/24 12:05:56 Programming SUCCESSFUL UPLOAD- E416 000 1 Thu 06/27/24 12:07:57 Remote Access Callback Requested made- E411 000 1 Thu 06/27/24 12:08:01 Remote Access Succes-download access- E412 000 1 Thu 06/27/24 12:10:13 Remote Access Succes-download access- E412 000 1 6/27/2024 12:59:56 PM Alarm Activity Report Page 1 GJS ELECTRIC LLC Alarm Activity Report- for CSID#'28006921' For the Period 6/27/2024 To 6/27/2024 Based on Central Station Time 151619 Test(First U Church Fire); CSID 28006921 UL Classification Non-Certificated Event Occurred Condition Description Signal ID Zone Area User User Name Incident Details Thu 06/27/24 12:10:15 Restoral SYSTEM SHUTDOWN RESTORAL- R308 000 1 Thu 06/27/24 12:10:19 System Trouble SYSTEM SHUTDOWN- E308 000 1 Thu 06/27/24 12:12:39 Test Fire Test- E604 000 1 Thu 06/27/24 12:14:27 Restoral Restored-Fire Test- R604 000 1 Thu 06/27/24 12:14:57 Fire PULL STATION- E115 188 1 Thu 06/27/24 12:16:02 Restoral PULL STATION- R115 188 1 Thu 06/27/24 12:16:16 Fire PULL STATION- E115 189 1 Thu 06/27/24 12:16:39 Restoral PULL STATION- R115 189 1 Thu 06/27/24 12:23:00 Fire PULL STATION- E115 190 1 Thu 06/27/24 12:23:27 Fire PULL STATION- El 15 183 1 Thu 06/27/24 12:24:08 Restoral PULL STATION- R115 183 1 Thu 06/27/24 12:24:09 Restoral PULL STATION- R115 190 1 Thu 06/27/24 12:25:37 TROUBLE BELUSIREN#1- E321 000 1 Thu 06/27/24 12:26:10 Restoral BELL/SIREN#1- R321 000 1 Thu 06/27/24 12:29:03 Fire PULL STATION- E115 188 1 Thu 06/27/24 12:30:10 Restoral PULL STATION- R115 188 1 Thu 06/27/24 12:34:59 Fire SMOKE ALARM- E111 015 1 Thu 06/27/24 12:35:39 Restoral SMOKE ALARM- R111 015 1 Thu 06/27/24 12:36:08 Fire Alarm Duct Sensor- El 16 012 1 6/27/2024 12:59:56 PM Alarm Activity Report Page 2 GJS ELECTRIC LLC Alarm Activity Report-for CSID# '28006921' For the Period 6/27/2024 To 6/27/2024 Based on Central Station Time 15161 S Test(First U Church Fire); y CSID 28006921 UL Classification fion-Certificated Event Occurred Condition Description Signal lD Zone Area User User Name Incident Details Thu 06/27/24 12:37:17 Fire SMOKE ALARM- E111 013 1 Thu 06/27/24 12:38:05 Fire SMOKE ALARM- E111 007 1 Thu 06/27/24 12:40:01 Restoral SMOKE ALARM- R111 007 1 Thu 06/27/24 12:40:02 Restoral SMOKE ALARM- R111 013 1 Thu 06/27/24 12:40:04 Restoral Restored-Duct Sensor- R116 012 1 Thu 06/27/24 12:54:15 System Trouble SYSTEM SHUTDOWN- E308 000 1 Thu 06/27/24 12:54:45 Remote Access Callback Requested made- E411 000 1 Thu 06/27/24 12:54:50 Remote Access Succes-download access- E412 000 1 Thu 06/27/24 12:55:33 Restoral SYSTEM SHUTDOWN RESTORAL- R308 000 1 Thu 06/27/24 12:57:23 Test Fire Test- E604 000 1 Thu 06/27/24 12:57:56 Restoral Restored-Fire Test- R604 000 1 6/27/2024 12:59:56 PM Alarm Activity Report Page 3 .Comp lance Forms HVAC Systems • - e ` • • • . • • • Project Name: Ir S') J,., / t Uf ISrS CCL -�— ' kur& l Project.Address:- ` a(J ryl r Date: City: :J���.l��1 C�' ^ -�. r Zip:r HVAC System Designer of Record: o V l L(jyJ �o•,i 11C L'ei/�,If(C Telephone; �7 Contact Person: �ctv C,L I�U� Telephone: Qualifications ���UV[E Yes ❑N%A The building is two stories or less in height and has a gross floor area is less than 25,600 ftz(22,3 ), DDD �1 Yes ❑N/A All HVAC systems,complywiith Section 6.3.2. J U L 2 5 2024 Re �iilrements Y �❑N/A (a)All systems serve a single HVAC zone. $ZJ]I,DING DEFT. Y El N/A (b)The equipment meets the variable airflow requirements of Section 6.5.3.2.1.. TOWN :R SOUTHOI ®Yes ❑N/A (c)Cooling(if any)is provided by a unitary packaged or split-system air conditioner that is either air-cooled or evaporatively cooled and meets the efficiency requirements,shown in Table 6.8.1.List equipment in the table below. ❑Yes meet the economizer stems All HVAC d)Ll N A s requirements of Section 6.5.1. / ( Y t Yes ❑N/A (e)Heating(if any)is provided by a unitary packaged or split-system heat pump,-a fuel-fired furnace,an electric resistance heater,or a baseboard system connected to a boiler.Hydronic heating,if used,serves a single zone.All heating equipment meets the efficiency requirements of the Standard.List equipment in the table below. ZYye 2 N/A (f)The HVAC systems meet the exhaust air energy recovery requirements of Section 6.5.6.1 N/A (g)All HVAC equipment is controlled,by a manual changeover or dual-setpoint thermostat. YIJ es 0N/A (h)Heat pumps equipped with auxiliary internal electric resistance,heaters(if any)either have controls to prevent supplemental heater operation when the heating load can be met by the•heat pump alone'and the outdoor air temperature is above 40oF(4.4°C)or are regulated by NAECA and meet the requirements of Table 6.8.1-2. :/Y/es,0 N/A (i)The system controls do not permit reheat or any other form of simultaneous heating and cooling for humidity.contro1. Yes ❑N/A 0)Systems are provided with a time switch that(1)can start and stop the system under different schedules for seven different day types per week,(2)is capable of retaining programming and time setting during a loss of power for a period of at least 10 hours,(3) includes an.accessible manual override that allows!temporary operation of the system for up to 2 hours,(4).is capable of temperature ZA down to:55°F(13.°C)during off hours,and(5)is capable of temperature setup to 90°F(32°C)during off hours, CI Yes Exception:System serves hotel/motel guest rooms. ❑Yes /A Exception:System operates continuously. 0 Yes;' �JA Exce tion:S stem.has both a coolin or heatin ca acit 'less than 15,000 Btu/h 4.4 k and a su I fan motor ower P Y 9 9 P Y ( �M supply P greater than 0.75 hp(0.56 kVV). ❑Yes NLl /A (k)Systems serving hotel/Motel guest rooms shall comply with the requirements of Section 6.4.3.3.5,Automatic Control of HVAC.in Hotel/Motel Guest Rooms. iC 11 es ❑N/A (i)Piping is insulated in accordance with Tables 6.8.3-1 and 6.8.3-2.Insulation exposed to weather is suitable for outdoor service. �Cellular-foam insulation is protected from water and-solar radiation. 2 es ❑N/A Exception:Piping is located within manufactured HVAC units. `F7 Yes !�N/A /m)Ductwork and plenums are insulated in accordance with Tables-6.8.2-1 and 6.8.2-2 and sealed in accordance with Section / ( 6.4.4.2.1 ❑Yes N/A (n)Constructi on,documents require air systems to be balanced in accordance.with industry-accepted procedures. 90.1-2019 User's Manual Forms-4 Compliance Forms HVAC 'Systems Yye O N/A (o)Outdoor air intake and exhaust-systems meet the requirements of Section 6.4.3.4. l�Yes 0 N/A (p)Where separate heating and cooling equipment serve the same temperature zone,thermostats are interlocked to prevent simultaneous heating-and cooling. ❑Yes IN (q)Systems with a design supply airflow greater than 10,000 cfm(5,000 Us)have optimum start controls. ❑Yes N/A (r)The systems comply with the demand control ventilation requirements in Section 6.4.3.8 and the occupied standby controls in Section 6.5.3.8. Cl Yes•p N/A (s)The systems comply with the door switch requirements of Section 6.5.10. pF NEW YO,p Co,y Z -IV« �v A roe ROFESS\DAP Foims-5 90.1-2019 Usei's'NIanuai Compliarice Forms HVAC Systems • + • r. • • Project Name: Project Address: f-3—� a A , ; l�l.L�- l Date: HVAC System Designer of Record: 0, OyvjO A&V-(t/l Telephone ��l � — Contact Person: Telephone: CitWjliotd Climate Zone:, Zip: G Cooling Design DB Temp: Cooling Design WB Temp: Heating Design Temp: Mandatory Equipment Efficiency Worksheet(Section 6.4.161) Subcategory or Rating Units of Efficiency Minimum Efficiency Equipment Type Size Category Condition. (Tables 6.8.1-1 (Tables 6.8.1-1,through� System (Tables 6;8.1-1 through (Tables 6.8.1=1 through (Tables 6.8.1-1 through through.6.8:1-20 6:8,1-20 and F1-F5) Tag 6.8.1-20 and F1-F5) 6.8.1-20'and F1-F5) 6:8.1-20 and F1-175) and F1-175) Rated>_Required > z > Z Mandatory Nonstandard Centrifugal Chiller Worksheet;(Section 6.4.1.1) Type Table 6.8.1-3 Leaving Entering Centrifugal Chiller and Size Minimum Efficiency-and Evaporator Condenser Kadj Factor Category Path Adjusted Efficiency' Chiller Temp:('F or Temp:(°F or (Section 6.4.1.2), (Table (A or, Table 6.8.1-3 Actual Efficiency Tag, °C) °C) A/B 6.8.1-3) B) Value/Adjusted Value Rated>_Required. / / Z / / z "Adjustment appliesonlyto water-cooled centrifugal chillers. , General andatory Requirements es ❑N/A All heating and cooling equipment meet minimum efficiencies as required in Tables 6.81A through 6.8.1-20. 14es L N/A oad calculations are•provided for selection of all equipment and systems(Section 6.4.2.1). ❑Yes' /A Pu p head calculations are,provided for selection of all pumps(Section 6.4.2:2): 0 Yes /A Zone control complies with the requirements of Section 6.4.11: 0 Yes Off hour controls comply with the requirements of Section 6.4:3.3. 0 Yes gN/" Stair and elevator,shaft vents are provided with motorized dampers!(Section.6.4.3A.1) ❑Yes [ N/A� Ventilation fans with motors greater than 0.75 hp(0:56 kw),have automatic controls complying with Section 6.4.3.4.4. ❑Yes f�N/ Enclosed parking garage ventilation systems meet the.requirements of Section 6.4.3.4.5. Cl Yes N/A Direct digital controls(DDC)are installed to,comply with the requirements of Section 6.4.3.10. 90.1-2019 User's Nfanual Forms-7- Complia ce Forms I HVAC Systems ❑Yes N A Air-cooled DX units with economizers have fault detection and diagnostic(FDD)systems which comply with Section 6.4.3.12. ❑Yes Piping insulation meets or exceeds the requirements of Section 6.4.4.1.3. ❑Yes'M'N Construction documents require record documents,manuals and system balancing(Sections 6.7.3,1,.6.7.3.2.and 6.7.3.3). VsesN/A Verification and testing performed and documented(Section 6.9.1).❑N/A Commissioning performed and documented(Section 6.9.2). Special.Man atory'Requirements ❑Yes Freeze protection or snow/ice-melting systems(if any)have controls to prevent operation in warm weather(Section 6.4.3.7). ❑Yes �/A High occupancy density areas are equipped with demand control Ventilation(Section 6.4,3.8). ❑Yes ©N/ HVAC systems serving vestibules have thermostats limiting heating and cooling(Section 6.41.9). ❑Yes ®XNI;A Independent perimeter systems if an comply with the control requirements of Section 6.4.3.1,1. P P 9 Y ( Y) P Y q 0 Yes . Independent,heating and cooling thermostatic controls(if any)are interlocked to prevent crossover of setpoints(Section 6.4.3.2).. ❑Yes da N/A Sensible heating panels are.insulated per Section 6.4.4.1.4. U Yes A Radiant floor heating is insulated per Section 6.4.4.1:5.. ❑Yes ;SIA Walk-in coolers.and walk-in freezers comply.with•6.4.5. ��-OF NEW Y� �,# 1. CO NA Forms-8 90.12019 User's Manual Compliance Forms I HVAC Systems Equipment Efficiency Heating Cooling System Equipment Air- Mfg.&Model No. Econ. Tag(s) Type Rated Capacity Rated Efficiency Efficiency ency Capacity Efficiency Efficiency Edon? mum Rated Rated Minimum side Min. Efficiency . i XC UQH DS H-c cv GOi T c DuLIDs31 ccV CoL, grxcc.� / s -"i a u4 3 2-6b a ---3vn 50 �J Av 2 -30z&1)/� ;5-1-C U IJ -�Uff SO z G tf �5 CL 1 *'Y.NIA,or exception# 1 OF CEWS. YD OF SIO�P� Forms-8 90.1-2019 User's Nfvival r . x c - ertinciate of Product Ratings AHRI Certified Reference Number:208776445 Date:11-01-2023 Model Status:Active AHRI Type:HRCU=A-CB(Split System:Heat Pump with Remote Outdoor Unit-Air-Source) Outdoor Unit Brand Name:.TRANE Outdoor Unit Model Number (Condenser or Single Package):4TWR6036N1 Indoor Unit.Model Number(Evaporator and/or Air Handler) :4TXCB004DS3 Fumace Model Number:S9X1 B040U3PSB The manufacturer of this TRANE product is responsible for the rating of this system combination. Rated as follows in accordance with the latest edition of AHRI 210/240-2017 with Addendum 1,Performance Rating of Unitary Air-Conditioning& Air-Source Heat Pump Equipment andsubject to rating.accuracy,by AHRI-sponsored,independent;third parry testing: Cooling Capacity(A2)-Single or High.Stage(95F),btuh:36000 SEER,:16,00 EER(A2)-Single or High Stage(95F):12.50 Heating Capacity(H12)-Single or High Stage(47F) 33600 HSPF(Region IV):8.80 Rated as follows in accordance with the latest,edition of AHRI 21 OY240—.202 � ' •3,,Performance Rating of Unitary Air Condltoning&Air,-Source Heat R Pump Equipment�and Subject to,rating accuracy by,AHRI=sponsored independent third,party testing Cooling Capacity(AFuIi) Single or High Stage(95F),;btuh 35200 , ;SEER2 16.00 EER2(AFull)'—Single or High Stage(95F) 12 00 i 1leating'Capacity(HiFul) Smgieof HIgh�Stage;(47F),�btuh�33400 x HSPF2(Regton IV-) 7 50 ^t s t"Active"Model Status are those that an AHRI Certification Program Participant is currently,producing AND selling or offering for sale;OR new models that are being, marketed but.are not yet being produced."Production Stopped"Model Status are those that an AHRI Certification Program Participant is nolonger producing BUT is still.selling oroffering;forsale. Ratings that are accompanied by WAS indicate an involuntary re-rate. The new published rating is shown along with the previous(i.e.WAS)rating. The Department of Energy has published updated energy efficiency metrics for central air conditioners and heat pumps.This publication reflects both the 1987 metric(SEER)and.lhe 2023 metric(SEER2).Efficiency requirements are published at 10 C.F.R.430:32.(c).Please refer to wwwrAHRlnet.org for more information 3 about updated energy efficiency metrics. DISCLAIMER AHRI does not endorse the product(s).listed on this Certificate and makes no representations;warranties or guarantees as to,and assumes no responsibility for, the products)listed on this Certificate.AHRI expressly disclaims all liability-for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the directory at www,ahridirectery.org. TERMS AND CONDITIONS This Certificate and its contents are proprietary products of AHRL This Certificate shall only be used for individual,personal and confidential reference purposes.The contents of this Certificate may not,In whole or in part;be reproduced;copied;disseminated;entered into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www,ahridirectory.org,click om"verify Certificate"link we maize life better- and enter the AHRI Certified Reference Number and the date on which the certificate was issued, which is listed above,.and the Certificate No.,which is listed at bottom'right. ©2023AirConditioning;Heating,and Refrigeration Institute CERTIFICATE NO.: 1334333366935f9449 Home : Cart Slte Map, : Help Contact Us Logout ---Select a Portal View--- ' se lteH�rd:YoSropA•7iarf��: ,.,,,•,,,, HECTOR OLIVO OD MODES, ID MODEL FURNACE NO ARI RED 4TWR6060NI 4TXCC009DS3 S9X1C080U5PSB CFIi� 208776902 D source Partner Portal 1780 .__ C n••Order Center Published Date:09/04/2023 E ► Pads&Supplies COOLING PERFORMANCE AT INDOOR DRY BULB TE,MPERATURES ►Marketing Center ........... . ►Warranty Center ; ..:.. ...; Ili W:B 72 75 78 80 KW b Training Center AMB ......_............ ......._... 6 Home&]Diagnostics 59 52,80 42.70 47.9 52,80 52.80 4.17 ' Product Tnta ►Tech Support 85 .:; .._..::..::..:..---__...•.................•..,...__.._._.... G7 59.10 27:40 32.6 37.80 41.30 4.24 ►Admin,Center ' %1 64,10 20.20 25.5 3!}.60 34.10 438 QUICK ORDER 59 49:30 �41.1`0 46:3 49.30 49.30 4.66 - !Enter Prom#Here •.._..___...._:.,_...,--:::_,.-.-.-.-_--:: 63 51.70 33.30 38.6 43,80 47.20 4.70 !Enter Promo Cade Here � 95 67 55.30 25.90 31.2 '36.40 39.80 4.75 add this Item 71 60.00 18.8U. 24.0 29:2Q 32:70 4.79 59 45:90 39.b0 44.5 45.90 45.90 5.15 105 63 4s.lo 31.90 37.1 42.30 45.86 5.2Q 67 51.4Q 24.50 29.7 34,90 38,40 5.25 71 55,80 17,30 22.6 27.$0 31.20 5,3Q' 59. 42.50 38.10• 42.1 42.50 42.50 5.65 115 63 44.50 30.41i 35.7 40.80 44'.3U 5.70 67 4'7.60 23.10 28.3 33.50 37.00 5.76 71 S1.b0 15:90 21.2 26,30 29:80 5.81 USE THE, FOLLOWING FACTORS TO COMPENSATE FOR DIFFERENT AIR.FLOW AIR FLOW RATE;CFV1. CAPACITY 21fULT1PLIEi TOTAL POKER MuLT1PMER I550 � 0.98 0.99 2000 1,02 1.01 1 ARI RATING FOR.COOLING CF,M. CAPACITY(A)T-E-S-T--11 SEER2 EER2 1575 54000 15.20 11,20 A.R.I.Standard Capacity Rating Conditions A.R,I.•STANDARD 210/240 RATING CONDITIONS-(A)Cooling 80°F D,B„67°F.W.B.air enterng indoor coil, 95°F.13,9,air entering outdoor coil.(B)HiglYTemperature llcating,47°F.D.13:,43°p.W.S,air entering outdoor coil,70°F. D.B.air eniering:indoor coil.(C)Low Temperature Belting WE D.B.,15°F.W.B.air entering outdoor coil,70°F.D.B.air entering indoor coil,M Rated indoor airflow for lienting is the same as for;cooling. v Home Cart : Site Map Help : Contact Us Logout ---Select a Portal View--- I re:Hsrd ro sronA7roher . . . . . .... . . . . ... .HECTOR OLIVO 0 Source Partner Portal P Order Center -0 Parts&Supplies D Marketing Center NOM ::...._..___. _._.....-,__. ._..... .. OD MODEL ID MODEL FURNACE ARI REF# t:Warranty center 4T.WR.6060NI 4TXCCO09DS3 S9XIC08OU5PSB C 248776902 S'Training Center 2000 ;._.:,._........:_--------__.__..._.. __..:......... Published Date:09/04/2023 D Home Ss Diagnostics Is Product into HEATING PERFORMANCE AT INDOOR DRY BULB TEMPERATURE D Tech Support. ' W ^ ..._...__...:.:._......._...__..._._:.....:... . TOTAL POWER N P Admin Center TOTAL CAPACITY A011, KILOWATTS QUICK ORDER OD 60 70_ 75_ 80 60 70 75 80 ' A Enter Item�k Here ��� lm Enter promo Code Here 31.D0 .30.44 30.10 29.8Q 4,10 4.31 4.41. 4.51 add this Item I2 34.3fl 33.70 33.31) 33A0 4.15 4.35 4.46 4.56 17 37.60 36.90 3ti.60 36.20 4.19 4.40 4.50 d.61 22 39.50 38.8fl 38.40 38.10 4.Z1 4.42 4.52 4.63 27 41.5Q 40.70 40.3d 39.90 4.22 4.43 4.54 4.65 32 43.40 42,b0 42.2D 41:80 4,24 4.45 4.56 4,67 37 46.70 45.80 45.40 45.OQ 4.28 4.50 4.61 4.71 42 52.10 51,10 50.b0 50:10 4,36 4.58 4.69 d.8fl �7 57.50 56.40 55.8Q 55.30 4.44 4.67 4.78 4:9Q S2 60.ti0 59.60 59.10 58.SD 4.49 4.71 4.83 4.94 57 64.10 62.90 62.30 61.70 4.53 4.76 4.88 4.99 62 67.40 66.I0 65:50 64.90 4.57 4.80 4.92 5.04 67 70.70 69.40 68.70 68:00 4.61 4.�5 4.97 5.09 72 74.00 72.60 71:90 71.20 4.66 4.9D 5.02 5.14 USE THE FOLLOWING FACTORS TO COMPENSATE FOR DIFFiERENT AIR FLOW AIR FLOW RATE,CFA4 CAPACITY MULTIPLIER TOTAL P01YER RULTIPLIER i750. 5.99 0.98 2250 - - 1.01 1.03 ARI RATING FOR HEATING CFti CAPACITY 47 COP 47 CAPACITY 17 COP 17 HSPFZ ��� �� 1575 55000 3.G0 36000 2.50 7.50 A.R.I.Standard Capacity Ratting Conditions ea Home , Cart : Site Map : Help Contact Us Logout --Select a Portal View--- se (t4i Hsrr!7o'$eo�Y'A 4Yerie! D.B.air entering Indoor coil.(C)Lo%v Temperature Healing 17'F.D.B.,159F.W.B.air entering outdoor coil,70°F.D.B.air HECTOR OLI VO entering indoor coil.(D)Rated indoor airflow for heating is the same as for cooling. h Source Partner Portal ' 1�Order Center A Parts&Supplies Marketing Center LOW STAGE li warranty CenteNOM r _ 0�9 MOM ID MODE,L. FURNACE AM REF# b Training center �4TV4 R6060N14TXCC009DS3 S9X1C080U5PSB CFM 208776902 _.._ ..,..:.._......... . 1400 Home&Diagnostics _...........:..,:... _.._.......,,•, Published Date:09/04/2023 t+Product Info _ )''Tech Support COOLING P>GRFORMANCE AT INDOOR DRY BULB TEMPERAy'UMS ............ _.._..... D Admin Center QUICK ORDER AMB ID�IJ3 (C� 72 75 7�3 80 xw )Enter Item# Here � � �� :Enter?romo'Code Here�� §9 4I.90' 32.70 3b.5 40.20 40.30 2,21 7S 63' 43.90 27A0 30.8 34.50 37:00 2,23 add this item 67 4ti.90 21.60 25.4 29.10 31>60 2.25 71 50.90 16.40 20;2 23.90 26.40 2.27 59 40.00 31.80 35.6 39.30 40.00 2.77 - 85 63 41.90 2b.10 29.9 33.70 36.20 2.80 67 44.80 20.80 24.5 2l3.3d 3U.80 2.82 Lj 71 48.60 15.60 19.4 23.10 25.60 2.85 4 39 39.1Q 31.40 35.2 38.90 39.1d 3AS 90 63. 40.90 25.70 29.5 33.20 35.70 3.08 =� 67 43.70 20.30 24.2 27.90 30:40 3:11 71 47.50 15.20 19.0 22.70 25.30 3,14 59 38.10 30:90 34.8 38.10 38.10 3.33 95 63 40:00 25.30 29;2 32.90 35.40 3.36 67 42,70 2Q,00 - 23:8 27.$0 30.00 3.40 71 46,30 14.80, 18.6 22.30 24.80 3.43 USE:THE, FOLLOWING TACTORSTO COMPENSATE FOR Dir-FERENT AIR FLOW AIRFLOW 1L\TE,CrIDT. r CAPAwyiwmiPLIE1i TOTALrowritMULTIPLIER 12 1 0.98 0.99 1575 1.02 1:01 ARI RATING FOR COOLING Nome : Cart : Site Map : Help : Contact Us Logout 0 ' ---Select a Portal View-__ 16i-leW:wo topATrine: __. ._.......... HECTOR OLIVO Crhi CAPACITY(A) SEE,R2 T'EER2 Source Partner Portal 1575 H 41440. -15.20 11:20 A.R.I.Standard Capacity Rating Conditions P Order Center -••- A.R.I.STANDARD 2101240 RATINd C034DITIONS'-(A)Cooling 80'1;:.D.&,67'P.W.B.air entering indoor coil, t D Parts&Supplies 95°F.D.B.air entering outdoor coil.(B)High Temperature Heating 47°F:D.B„43°F.W.B.air entering outdoor coil,70°F. _... ........ . D.B.air entering indoor coil.(C)Low Tcmpcmturc Heating 17'E D:B.,15°F W.B.air entering outdoor coil,70°E D.B.air E 6 Marketing Center entering indoor coil.(D)Rated indoor nirllow fonccating is life same as for cooling. 15 Warranty Center 11 Tralning Center Horne&Diagnostics .......... Product Info LOW STAGE D Tech Support k Admin Center -_...__...., QUICK ORDER j Enter Item# Here -_ Enter Promo Code Here _� OD.MOZDEL ID MODEL FURNACE NO ARI REF# 4TWR6060NI 4TXCC009DS3 S9XIC080U5PSB 1400' 208776902- add this Item Published Date:09/04/2023 HE, PERFORMANCE AT INDOOR DRY BULB TEMPERATURE TOTAL CAPACITY M211. TOTAL.POWER IN KILOWATTS OD 60 70 75 80 60 70 75 80 AMB 2� 26.90 2G.40 26.20 2S 90 3.Z8 3.47 3.5G 3.GG 27 Z8.80 28.20 •2$.00 27.70 3.Z7 3.d5 3.55 3.G4 �2 30.60 30,10 29.80 29.50 3.25 3.44 3:53 3,63 37 33.50 32.80 32.50 32.20 3.2G 3.44 3.54 3.63 42 37.80 37<10 36.70 3G.40 3.29 3.48 3.57 3.67 47 42.10 41.30 40.90 40.50' 3.32 3:51 3.60 3.70 52 d4.90 9�.10 43,G4 43.2U 3,3Z 3.51 3.61 3.70 57 47.70 46.80 4G.40 45.90 3.32 3.5Z 3.61 3.71 62 SO.GO 49.60 49.i0 -48.70 3.33 3:52 3.G2 3.71 b7 53.40 52.40 51.90 5I.d0 3.33 3:52 3:G2 3,7Z 72 5G:20 55.20 54.70 54.10 3.33 3.53 3.G2 3.72 s USE THE FOLLOWING FACTORS TO COMPENSATE, FOR DIF+ERENT AIR FLOW AIRFLOtiyRATL,,CFM. CAPACITYhIULTIPLMR TOTALP01 ERIMULTIPLIER I225 0.99 0.98 ISM 1.01 1.03 v t • State of New York S 'SPERM 42(09/09) Department of Transportation Highway Work Permit Permit No.: 20221082236 Date Issued: 03/30/2023 V " (+ Project ID No.: Expiration Date: 03/29/2024 *Permittee 1: *Permittee 2: FIRST UNIVERSALIST CHURCH OF NORTH FORK WOODWORKS, SOUTHOLD INC P.O.BOX 221 P.O.BOX 1407 STREET 810 TRAVELER SOUTHOLD,NY 11971 SOUTHOLD, NY 11971 Emergency Contact: SECD� Emergency Contact: SCOTEDGETT Emergency Number. 631-298-7900 Emergency Number: 631-298- 7900 Under the provisions of the Highway Law or Vehicle&Traffic Law,permission is hereby granted to the pennittee to: TO ENTER,OCCUPY AND CONSTRUCT DRIVEWAY,SHOULDER,SIDEWALK,CURB RAMP,CURB,PAVEMENT MARKING, SURVEY MARKER&OTHER INCIDENTAL WORK ALONG,WITH NY25,MMS 25 07041609-1610 AS PER ATTACHED PLANS AND SPECIFICATIONS.ALL WORK SHALL CONFORM TO THE SPECIFICATIONS OF THE CURRENT NYSDOT STANDARDS AND DETAILS&OSHA GUIDELINES.ALL WORK,PAVEMENT,SIDEWALK&ROW RESTORATION SHALL BE TO THE SATISFACTION OF THE RESIDENT ENGINEER ANY DISTURBANCE TO PEDESTRIAN FACILITIES WILL REQUIRE THE APPLICANT TO COMPLETE SIGN AND DATE THE CRITICAL ELEMENTS CHECKLIST OR IF NECESSARY NONSTANDARD FEATURES JUSTIFICATION.SEE W W W.DOT.GOV FOR REFERENCED FORMS.THIS HWP IS ONLY VALID WITH CURRENT INSURANCE COVERING NYS.SCTM:1000-06300-0600-006001 THE PERMITTEE IS RESPONSIBLE FOR TEMPORARY TRAFFIC CONTROL IN ACCORDANCE WITH THE CURRENT NATIONAL MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND THE NYS SUPPLEMENT.ANYONE WORKING WITHIN THE HIGHWAY RIGHT-O&WAY SHALL WEAR HIGH-VISIBILITY APPAREL MEETING THE CURRENT ANSI 107 CLASS 11 OR CLASS III(AT NIGHT)STANDARDS AND A HARD HAT MEETING THE CURRENT ANSI/ISEA Z89.1 TYPE 1,CLASS C OR IF WORKING WITHIN CLOSE PROXIMITY TO ELECTRICAL POWER LINE, CLASS E OR G. County Municipality State Hwy State Route Beg Ref End Ref SUFFOLK SOUTHOLD 8229 25 25 07041609 25 07041610 as set forth and represented in the attached application at the particular location or areas,or over the routes as stated therein,if required;and pursuant to the conditions and regulations general or special,and methods of performing work,if any;all of which are set forth in the application and form of this permit.See additional conditions on PAGE 2. THIS PERMIT IS ISSUED BASED ON ALL LOCAL,STATE,AND FEDERAL REQUIREMENTS BEING SATISFIED. Dated at: Hauppauge Date Signed: 03/30/2023 Commissioner of Transportation By: F/M.T.Vijay Vijayead IMPORTANT: THIS PERMIT,WITH APPLICATION AND DRAWING(OR COPIES THEREOF)ATTACHED,SHALL BE PLACED IN THE HANDS OF THE CONTRACTOR BEFORE ANY WORK BEGINS.THE HIGHWAY WORK PERMIT SHALL BE AVAILABLE AT THE SITE DURING CONSTRUCTION. BEFORE WORK IS STARTED AND UPON ITS COMPLETION,THE PERMITTEE ABSOLUTELY MUST NOTIFY: Christopher C Williams,PE,Resident Engineer 631-727-1731 "UPON COMPLETION OF WORK",SECOND TO LAST PAGE,MUST BE COMPLETED,SIGNED BY THE PERMITTEE,AND DELIVERED TO THE RESIDENT ENGINEER. e r The issuing authority reserves the right to suspend or revoke this permit at its discretion without a hearing or the necessity of showing cause, either before or during the operations authorized. The Permittee will cause an approved copy of the application to be and remain attached hereto until all work under the permit is satisfactorily completed,in accordance with the terms of the attached application.All damaged or disturbed areas resulting from work performed pursuant to this permit will be repaired to the satisfaction of the Department of Transportation. *Upon completion of the work within the state highway right-of-way authorized by the work permit,the person,firm,corporation, municipality,or state department or agency,and his/her or its successors in interest,shall be responsible for the maintenance and repair of such work or portion of such work as set forth within the terms and conditions of the work permit. Permit Fee: $550.00 Return Deposit to: NORTH FORK WOODWORKS,INC Insurance Fee: $0.00 Address: P.O.BOX 1407 Total Fees: $550.00 810 TRAVELER STREET SOUTHOLD, NY 11971 Amt Rec'd 1: $550.00 Check Num: 1194 Check Date: 21-JAN-23 App 2 Bond#: NY6142329 App 2 Bond Amt: $15,000.00 UOF: App 1: No App 2: No Attachments and additional requirements to this Highway Work Permit include: Perm33-COM Commercial Access Highway Work Permit Application and Checklist PERM 41-1d-Method of Performing Work within the State Right of Way Other-Attach 1 Approved Plans END OF ATTACHMENTS � 1 PERM 42(09/a9) State of New York Department of Transportation Highway Work Permit Permit No.: 20221082236 Date Issued: 03/30/2023 Project ID No.: s Expiration Date: 03/29/2024 Return this page to: Christopher C Williams, Permittee 1:FIRST UNIVERSALIST CHURCH OF PE,Resident Engineer SOUTHOLD 1900 Old Country Rd P.O.BOX 221 Riverhead NY 11901 SOUTHOLD,NY 11971- UPON COMPLETION OF WORK AUTHORIZED,THIS PAGE OF THE PERMIT MUST BE COMPLETED,SIGNED BY THE PERMITTEE, AND DELIVERED TO THE RESIDENT ENGINEER Work authorized by this permit has been completed.Refund of deposit or return/release of bond is requested. DATE PERMITTEE AUTHORIZED AGENT(if any) TO BE COMPLETED BY NYSDOT: Work authorized by this permit has been satisfactorily completed and is accepted. Inspection Report must be completed. ❑ Refund of Deposit is authorized ❑ Return of Bond is authorized ❑ Unable to meet schedule as specified in bid proposal ❑ Amount charged against Bond may be released. ❑ Retain bond for future permits ❑ Forfeit of Guarantee Deposit is authorized ❑ Other DATE RESIDENT ENGINEER ❑ Mailing address of refund has been verified. If different,list new address: The Regional Office will forward this form to the Main Office with the appropriate box checked. ❑ Permit closed ❑ Bond returned/released ❑ Refund of Guarantee Deposit on this permit is authorized ❑ Forfeit Guarantee Deposit to NYS DOT ❑ Other DATE REGIONAL TRAFFIC ENGINEER �o i 0 o t-_ • a. 1 II II r rig 2tltl V— 240 V— pnro on dorivncOn 0 6 A +.I A 2 A :lunch®ur shunt 60160 Hz 50160 Hz 5"60 H ` bell too chuld Is noon W1,....��.,,,,,,I,..,..�.........,-.. _ I oisr } ifsINC Sig Q W- to Sig Q � . .�«.► al V%a ACl ' t l Noll ' ; Non '5Q .� �r.y 20 20 20 ft"Po QOOFF 10kA f0 kA 10 t W 10 kA �1d7aV i.2�<C` RNtll� � WkA Fr]] flow Timm, ��t1cOw _ ram• � A � �_ - n = m ■ram PELIGRO DANGER '' Now / w y = �� �. ( � '� 3 s � � i � � � � . . . ti ..m . �.._ .,.. ,.._. _ � .: —� ..���. . . ..__..,. ..u_._:, �.. ,,,,,, . M � - C `1� , �-' � � � � � + + � i- _ _ ..• � _ • • .. ' � � r1nt�' �-- rin o<Tuol � N ap dw NM AV . � J ■ 1 I� a_ z .9�a. i1 rb': •. u' a x \F✓.. 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"' �r:- i: � �,�� �.$'�.?' .r^ •Y9ss .y�str. f�' :� �6(i . .� 1 ;• �k?5�.i�� rs� i;.'�,'(b ::r r� 1� Y�+m°'9 f ��r�D y�ryas ,3r+�'J „P -'�-.•r , � � _ ,+-.. ^. ..�_, 1 :` r� �3 nC.� l.< -_ tr-�� �.ev�?1��,�'Y �j f%♦"�1� S -�t � ��32." .'�' "'�}'.. \ _ _ �.r,.. i - - � r �f s�t• .��'�:a�'S�'!(y�°',��t ��^��bwiF�yN ufr'*I�:ir6r .��'rlki> �1,.'` } G� l,�/.,+�X-. { '�' l��. v � "sT. �. �7 E''" 1 f"`//''f�!•A�'�4 .e• � j l.a.'Y sfl� i t J \ •r �. t 4 ,> t' *r'�� 44' 7„(v`'�1��sd�A�f:, ky.� 1. �fl��',9��v�•lly'� �,.���� NN f �� _.. ._ �i t,t' ter• , ���y.jIC.� - - - �� � f L j f f iI �" ';�^� � �r y�y[.F�4?-il a�'Y',� ti.:'� •��+�' Y.s!{. �`^"� r «.. .;ac`"i.•.•: Yr�iy .r � t"a [ t� r.'Y a - - r r�:a .Y ^ --.., ♦ —.: �:'_ .� wg ar ••'sir `�"<�'.� r+.''4 ti'r',�•�`re+; r y'•'II�; ,�Y4 �^'�� ..y ..ti +"` {j..�ar ,K - - �.'_`_�``` � ' , ,r.� FT ��-"�� •»'� yam, J��" - .. r!��y��..--�},f-'y a.hr Q9 y 3= — Y ■ �In O • j rEll t 1769966NY _,/ t s � .,� ,1�wy`f,;. h'S' Nl�i ,.r"fit . 11��• a w�� / JY'P �,` Sty 'S •� „�;''f' �' {�� 4 � RECEI' E® MAR 0-8 2023 � L---�outhol ci*Town Condon Engineering, P.C. Planning Board New York State Licensed Professional Engineers i 1755 Sigsbee Road 631-298-1986 Matilituck,New York 11952 Fax 631-298-2651 www.condonengineering.com March 5,2023 Mr.Michael Collins, P.E. Southold Town Hall 53095 Main Rd. P.O. Box 1179 Southold, NY 11971 Re:First Universalist Church of Southold—SWPPP Review i SCTM: District 1000,Section 63,Block 06, Lots 6.1 &6.2 j Dear Mr. Collins, I have been retained by the First Universalist Church of Southold to design the SWPPP for the ` property since the proposed project will disturb greater than one acre of land during construction. As per your direction,the review of the SWPPP will be required by the NYSDEC since this project is outside of the jurisdiction of the Town of Southold(the local MS4). As required for filing of the SWPPP, please provide at a non jurisdiction letter from the Supervisor Scott Russell for filing with NYSDEC. Please call me if you have any questions or require additional information. Yours tr , F n n, P.E. r f ' r 1+IELD INSPECTION REPORT DATE COMMENTS • �' FOUNDATION (1ST) C FOUNDATION (2ND) z 10101a •Q 0 t- e (•( •a3 ou u hi Qessurz oiz- y Cl ROUGH FRAMING& d'r ini PLUMBING Z . - vli IZ- 1 INSULATION PER N. Y. STATE ENERGY CODE kAcQ w or y-� - 41OAt FINAL AldDITIONAL COMMENTS 6 - 1b 3 Ner o 8(Z 23 f 0u o gal 0 z �-3U-23~ - r V t;o m t c • 1c • 23 --P&ZaL 4 4us-. o ec+rt`c, ,re c# 105-M3 Ll.% _!a• i 9 • 23 Pa.�o�. O o"� �1 a c+r •cr re.c -* O 'i`F_ C (gap- , y' /.. Z — 2 Ppy dyJc CQ ah (o 3 • V22 ms x ins i 00 r t A 4- 8• (o• Iq zo A rt c • `� x I y ��g�EF01K�oGy TOWN OF SOUTHOLD-BUILDING DEPARTMENT H Town Hall Annex 54375-Main Road P. O: Box 1179 Southold,NY 11971-0959 oho ao� Telephone(631) 765-1802 Fax(631) 765-9502 https://www.s'o-*u'ttf6ldtownri gov Date Received APPLICATION FORSVILDING PERMIT For Office Use Only PERM tor:IT NO. I 1 y l Building Inspec APR 1- 9�023' ' Applications and forms must be filled out in their entirety.Incomplete BUILDINU DEPI applications will not be accepted. Where the TOWN OFSDIITHOLD pp p Applicant is not the owner,an _ , Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:First Universalist Church of Southold scTM#s000-Sec. 63 BI. 06: Lot 6.1 6.2 Project Address:51970 Main Road Southold NY 11971 Phone#:631-765=8494 _ 4 _ Email:southolduu@optonline.net Mailing Address_PO BOX 221, Southold, NY_11971 CONTACT PERSON: Name:-Mark Sisson Mailing.Address:10505 Old Sound Ave., Mattituck, NY 11952 Phone#:63.1-2`98'- 340"'•!,'g^'•" Email misisson814 mall.com _._._.__'___-.n V�IY Q>aic.�i_.1�-:.3..t.2-..-r•-da-.a_miner.s,-.ld-.__..._.-._....�__._.__.__ DESIGN PROFESWI AL INFORMATION: Q eYt ilQ,i l.t� Name:Ravmolitl�M:`CalafhWi "RA, -die Bruin Engineering`PC Mailing Address:1400.Old Country Rd. Westbury NY 11590 Phone#:516 521 7939 Email:_rcalamariWebruinengineering.com CONTRACTOR INFORMATION: Name:North Fork Woodworks Mailing Address:810 Traveler St, Southold, NY 11971 . Phone M(631) 298-7900 ; :. Email:rachel@nfwoodworks.com J DESCRIPTION OF PROPOSED CONSTRUCTION WNew Structure ❑Addition El Alteration,❑Repair ❑Demolition Estimated Cost of Project: ❑Other $2,400,000.00 Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises?' ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:Church Intended use of property:Church Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential Office (RO) this property? I4Yes ❑No IF YES, PROVIDE A COPY.^ _ 8 Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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(s)for necessary inspections.False statements made herein are punishable as a Class,A misdemeanor pursuant to Section 210.45 of the New York'State Penal Law. Application Submitted By(print name):Ra ymond M. Calamari, RA• BAuthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEWCYO,RK) V COUNTY OF Raymond M. Calamari, RA being duly sworn, deposes and says that(s)he is,the applicant (Name of.individual.signing contract)above named, (S)he is the Agent (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file_ therewith. . BARBARA H.,TANDY Sworn before me this Notary Public,State Of New York No 01 TA6086001,.. . , I day of - - Qualified to Suffolk County $ 20 �� -Co '.0�3 Commission Expires$4fir9f20' — Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) �ysos OG� Slov'�!� Mark Sisson i rry residing at � do hereby authorize Raymond M. Calamari, RA to apply on my he Town ou old Building Department for approval as described herein. At /6- Z 3 0 er's Sig ure Da MA St S�OI� Print Owner's Name 2 OFFICE LOCATION: MAILLNG ADDRESS: Town Hall Annex r isf S P.O.Box 1179 54375 State Route 25 0�`� Ppf Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Telephone:631 765-1938 Southold,NY ' www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD February 7, 2023 Mr. Ray M. Calamari, RA de Bruin Engineering, PC 1400 Old County Road, Suite 106 Westbury, NY 11590 Re: Site Plan Approval: Site Plan for First Universalist Church 51970 NYS Route 25, Southold SCTM#1000-63.-6-6.1 &6.2 Zoning District: Residential_Office—RO Dear Mr. Calamari: The following resolution was adopted at a meeting of the Southold Town Planning Board on February 6, 2023: WHEREAS, this proposed Site Plan is for the construction of a one story 3,950 sq.ft. place of worship and 34 parking stalls. There is an existing parish house and single-family dwelling to remain, all on 1.2 acres in the Residential Office (RO)Zoning District; and WHEREAS, on August 20, 2018, information and materials were submitted for a Site Plan Application; and WHEREAS, on September 10, 2018, the Planning Board accepted the application as complete for review; and WHEREAS, on September 10, 2018, the Southdld Town Planning Board, pursuant to State Environmental Quality Review Act(SEQRA) 6 NYCRR, Part 617, determined that the proposed action was a Type I Action pursuant to 617.4(b)(9); and WHEREAS, on September 14, 2018, the Planning Board, pursuant to Southold Town Code§280-131 C., distributed the application to the required agencies for their comments; and First Universalist Church Page 2 February 7. 2023 WHEREAS, on January 28, 2021, Robert Brown, authorized agent, submitted revised plans and additional information as required for review; and WHEREAS, on March 17, 2021, Robert Brown, authorized agent,submitted revised plans and additional information as required for review; and WHEREAS, on April 5, 2021, the Planning Board accepted the site plan application as complete for review; and WHEREAS, on October 15, 2018 the Planning Board held and closed the public hearing for the proposed action; and WHEREAS, on December 3, 2018, the Suffolk County Water Authority (SCWA).issued a letter of water availability for the proposed site plan; and WHEREAS, on December 3, 2018, 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 October 10, 2018, 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 with recommendations to the Planning Board; and WHEREAS, on June 3, 2021, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on October 15, 2018, the Architectural Review Committee (ARC) provided comments to be incorporated into the proposed site design and layout; and WHEREAS, on November 28, 2018, the Southold Fire District determined that there is adequate fire protection for the site; and WHEREAS, on November 14, 2018, the Southold Town Fire Inspector determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on November 16, 2018 the Suffolk County Planning Commission (SCPC) determined the proposed action to be a matter for local determination; and WHEREAS, on February 26, 2019, the Southold Town Zoning Board of Appeals (ZBA) granted Special Exception#7123SE with conditions; and WHEREAS, on March 13, 2020, the New York State Department of Transportation (NYSDOT) determined that a highway work permit is required for Case #82236; and First Universalist Church Page 3 February 7, 2023 WHEREAS, on March 30, 2020, the NYS Office of Parks, Recreation and Historic Preservation determined that the proposed reconstruction action will have No Adverse Effect upon the Southold Historic District; and WHEREAS, on November 12, 2020, Stacy Paetzel, authorized agent, submitted revised plans and additional information as required for review; and WHEREAS, on December 20, 2020, the SCDHS held a Variance Hearing for the proposed action; and WHEREAS, on January 25, 2021, the Southold Town Planning Board determined that with exception of a wastewater permit from the SCDHS and a Highway Work Permit from the NYSDOT, all applicable requirements of the Site plan Regulations,Article XXIV, §280— Site Plan Approval of the Town of Southold were met; and WHEREAS, on January 25, 2022, the Southold Town Zoning Board of Appeals(ZBA) determined the revised site plan'to be a de minimus alteration to Special Exception #7123SE and therefor no further review was required; and WHEREAS, on April 5, 2022 and April 14, 2022, Ray Calamari, authorized agent, submitted a revised site plan application for review; and WHEREAS, at a Work Session on April 25, 2022, the Planning Board reviewed the proposed application and required revisions to the Site Plan to make it comply with various applicable sections of the Town Code; and WHEREAS, on May 12, 2022, Ray Calamari, authorized agent, submitted a revised site plan application for review; and WHEREAS, on May 25, 2022, the Planning Board determined that the revised site plan application shall be referred no less than the Historic Preservation Commission, Architectural Review Committee, Building Southold Building Department and the Office of the Town Engineer for review and comment; and WHEREAS, on July 21, 2022, the Architectural Review Committee (ARC) provided comments to be incorporated into the proposed site design and layout; and WHEREAS, on July 21, 2022, the Southold Town Engineer reviewed the proposed application and determined revisions were required.in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on August 9, 2022, Ray Calamari, authorized agent, submitted revised site plans for review; and WHEREAS, on November 30, 2022, Ray Calamari, authorized agent, submitted revised site plans for review; and First Universalist Church Paw 4 February 7, 2023 WHEREAS, on December 7, 2022, the Southold Town Historic Preservation Commission (HPC) issued a Certificate of Appropriateness for the proposed action as required; and WHEREAS, at a Work Session on December 19, 2022, the Planning Board reviewed the proposed application and required revisions to the Site Plan to,make it comply with various applicable sections of the Town Code; and WHEREAS, on January 17, 2023, Ray Calamari, authorized agent, submitted revised site grading and drainage plans for review; and WHEREAS, on January 23, 2023, the Suffolk County Department of Health Services (SCDHS) issued wastewater approval reference# C-20-0036 @ 1,603gpd for Church, Parish House and Apartment; and WHEREAS, the SCDHS required SCTM#63.-6-6.1 and 1000-63.-6-6.2 to be merged, resulting in a single parcel; and WHEREAS, on February 3, 2023, the Southold Town Engineer reviewed the proposed application and determined revisions were required in order for the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on February 6, 2023, the Southold Town Planning Board determined that with exception of the items listed as conditions below, all applicable requirements of the Site Plan Regulations, Article XXIV, §280—Site Plan Approval of the Town of Southold were met; be it therefore RESOLVED, that the Southold Town Planning Board hereby finds.the application consistent with the Local Waterfront Revitalization Program;.and be it further RESOLVED, that the Southold Town Planning Board hereby approves the merger of SCTM#1000-63.-6-6.1 &6.2, as described above and required by the Suffolk County Department of Health Services; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Approval with Conditions, listed below, of the site plan entitled "First Universalist Church of Southold" prepared by Raymond M. Calamari, R.A., dated April 15, 2021 and last revised October 27, 2022, and authorizes the Chairman to endorse the plans listed below after Conditions "A" through "C"below are met: G-001 SITE PLAN C-2 GRADING& DRAINAGE DETAILS G-002 LANDSCAPE PLAN SKI -SKIS BUILDING RENDERING SL-001 SITE LIGHTING PLAN A-102 FIRST FLOOR PLAN A-301 NORTH&WEST ELEVATIONS A-302 SOUTH&EAST ELEVATIONS A-601 FINISH AND DOOR SCHEDULE C-1 GRADING&DRAINAGE PLAN First Universalist Church Page 5 February 7. 2023 Conditions to be fulfilled prior to endorsement of site plan & prior to building permits being issued: �v A. Obtain approval of a Highway Work Permit from the New York.State Department of Transportation (NYSDOT) and provide one (1) print of the approved plan including the seal, stamp and signature of the NYSDOT. B. A use certification must be obtained from the Chief Building Inspector as required by Town Code. C. Certification from the office of the Town Engineer for compliance with Chapter 236 of the Town Code, and subsequent submission of at least five (5) revised site plans with original stamp, seal and-signature of the NYS licensed professional preparing the plan. Conditions of approval (ongoing) 1. All aspects of the project shall be constructed and maintained substantially in accordance with the approved site plan including the architectural drawings. 2. Parking:All parking of vehicles associated with residents or visitors of the subject site parking shall be provided on site. No overflow parking is permitted on NYS Route 25. 3. All exterior lighting on the property, including lighting on the residential units, shall comply with the provisions of Chapter 172 of the Town Code, and the lighting plan pages of the approved site plan. Any future exterior light fixtures not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 4. All exterior signage on the property, shall comply with Town Code. Any future signage not shown on the approved site plan must be reviewed for compliance and approved by the Planning Board prior to installation. 5. All trees and landscaping are required to be maintained by the property owner as shown on the approved site plan. Should a tree die or otherwise be destroyed, it must be replaced with the same species and size as shown on the approved site plan within 6 months. Any change in tree or landscaping species must be approved in writing by the Planning Board. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. 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. First Universalist Church Page 6 February 7, 2023 2. 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. 3. Any changes from the Approved Site Plan shall require Planning Board approval. 4. 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. Respectfully, Donald J. ilcenski Chairman Encl. cc: Raymond Calamari, Authorized Agent Michael Verity, Chief Building Inspector Michael Collins, Town Engineer 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: K44044,4p M- —1 -NMpplicant Signature: _ ate: C BOARD MEMBERS ®?so Southold Town Hall Leslie Kanes Weisman,Chairperson �°� y® 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor Robert Lehnert,Jr. ® �� 54375 Main Road(at Youngs Avenue) Nicholas Planamento c®U Southold,NY 11971 http://southoldtownny.gov RECEIVED ZONING BOARD OF APPEALS &F,JkA o .2C9 P M TOWN OF SOUTHOLD FEB 2 6 2019 Tel.(631)765-1809•Fax(631)765-9064 � Sou hold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 21,2019 ZBA FILE No.: 7123 SE NAME OF APPLICANT: First Universalist Church PROPERTY LOCATION: 51970 NYS Route 25, Southold,NY SCTM No. 1000-63-6-6.1 &6.2 SEQRA DETERMINATION: The Southold Town Planning Board, as Lead Agency, at the conclusion of their uncoordinated review, has classified the proposed Action for Special Exception Approval and Site Plan Approval, as Type 1, pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Conservation Law, and on December 3, 2018 determined that the Action having a Negative Declaration will not have a significant adverse impact on the environment. On February 7, 2019,the Zoning Board of Appeals,by resolution accepted the Southold Town Planning Board's State Environmental Quality Review determination that this Action will not have a significant adverse impact on the environment. 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 November 21, 2017 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: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a conforming 52,272 square foot parcel measuring 353.86 feet fronting NYS Route 25 along the curved northerly and westerly property line, measures 323.21 feet along the easterly property lines,and measures 247.04 along the southerly property line. The parcel is improved with a wood two story framed dwelling (parish house) with an enclosed porch and roof over wood deck at the northeast corner of the parcel, a second two story frame dwelling with an enclosed porch at the southerly portion of the parcel, two framed sheds and a portable trailer all shown on a survey prepared by Kenneth M.Woychuck,LS,dated June 15,2016. BASIS OF APPLICATION: Request for Special Exception pursuant to Article III, Section 280-13 B(1) and Article VIII, Section 280-38 B (1),the applicant is requesting permission to construct a new house of worship building upon a parcel with a pre-existing single family dwelling and a parish house, located at:. 51970 Route 25, Southold,NY. SCTM Nos. 1000-63-6-6.1 & 1000-63-6-6.2. Page 2,February 21,2019 97123 SE,First Universalist Church SCTM No. 1000-63-6-6 1 &6 2 RELIEF REQUESTED: The applicant proposes to build a 6,757 sq. ft. church and install required parking areas while maintaining the existing parish house and residence, and removing the two frame sheds. According to Town Code, a special exception permit is required. The proposed improvements will require site plan approval by the Town of Southold Planning Board ADDITIONAL INFORMATION: This parcel was once improved with a church building that was built some time in the late 1800's or turn of the century, and recently was destroyed by,fire. The Landmarks Preservation Commission shall consider the issuance of a Certificate of Appropriateness once a building application is submitted to the Town's Building Department. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 7, 2019 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 subject lot fronts along Main Road in Southold in a mixed-use area containing another church, the American Legion Hall, small businesses and residential properties. The original church historically existing for more than 100 years on this lot. 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 Places of worship are typically considered community assets 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.Until recently a church was situated on the subject lot for generations without adverse impacts and the application to build a new church in its place requires site plan approval from the Southold Town Planning Board to ensure that any possible adverse impacts will be mitigated. 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 proposed new house of worship has been reviewed by the Landmarks Preservation Commission and has been carefully designed to be in keeping with the site and the historic nature of the old church that served the community for so many generations. The proposed site plan shows improved on-site parking and landscaping. F. That all proposed structures, equipment and material shall be readily accessible for fire and police protection. G. That the proposal shall comply with the requirements of Chapter 236, Stormwater Management. , a Page 3,February 21,2019 #7.123SE,First Universalist Church SCTM No. 1000-63-6-6 1 &6.2 In making such determination,consideration was also given to: A. The character of the existing and probable development of uses in the district and the peculiar suitability of such district for the location of any of such permitted uses. B. The conservation of property values and the encouragement of the most appropriate uses of land. C. The effect that the location of the proposed use and the location that entrances and exits may have upon the creation or undue increase of vehicular traffic congestion on public streets, highways or sidewalks to assure the public safety. D. The availability of adequate and proper public or private water supply and facilities for the treatment, removal or discharge of sewage, refuse or other effluent(whether liquid, solid,gaseous or otherwise) that may be caused or created by or as a result of the use. E. Whether the use or the materials incidental thereto or produced thereby may give off obnoxious gases, odors,smoke or soot. F. Whether the use will cause disturbing emissions of electrical discharges, dust, light, vibration or noise. G. Whether the operation in pursuance of the use will cause undue interference with the orderly enjoyment by the public of parking or of recreational facilities, if existing or if proposed by the Town or by other competent governmental agencies. H. The necessity for bituminous-surfaced space for purposes of off-street parking of vehicles incidental to the use and whether such space is reasonably adequate and appropriate and can be furnished by the owner of the plot sought to be used within or adjacent to the plot wherein the use shall be located. I. Whether a hazard to life, limb or property because of fire, flood, erosion or panic may be created by reason of or as a result of the use or by the structures to be used therefor or by the inaccessibility of the property or structures thereon for the convenient entry and operation of fire and other emergency apparatus or by the undue concentration or assemblage of persons upon such plot. J. Whether the use or the structures to be used therefor will cause an overcrowding of land or undue concentration of population. K. Whether the plot area is sufficient, appropriate and adequate for the use and the reasonably anticipated operation and expansion thereof. L. Whether the use to be operated is unreasonably near to a church, school, theater, recreational area or other place of public assembly. M. Whether the site of the proposed use is particularly suitable for such use. N. Whether adequate buffer yards and screening can and will be provided to protect adjacent properties and land uses from possible detrimental impacts of the proposed use. 0. Whether adequate provision can and will be made for the collection and disposal of stormwater runoff,sewage, refuse and other liquid, solid or gaseous waste which the proposed use will generate. P. Whether the natural characteristics of the site are such that the proposed use may be introduced there without undue disturbance or disruption of important natural features, systems or processes and without risk of pollution to groundwater and surface waters on and off the site. Q. The issuance of a Special Exception permit, as applied for in this application, is also subject to the following specific criteria and requirements which have not been met pursuant to Sections and 280- 13B(2)and 280-3 8B(I)of the Town Code: Places of worship, including parish houses (but excluding a rectory or parsonage, which shall conform to the requirements for a one-family dwelling),subject to the following requirements: (a) No building or part thereof shall be erected nearer than 50 feet to any street line and nearer than 20 feet to any lot line. l Page 4,February 21,2019 #7123SE,First Universalist Church SCTM No. 1000-63-6-6.1 &6.2 (b) The total area covered by all principal and accessory buildings shall not exceed 20% of the area of the lot. BOARD RESOLUTION: In considering all of the above factors, motion was offered by Chairperson Weisman,seconded,by Member Lehnert, and duly carried to GRANT, a Special Exception, as applied for,and shown on the site plan prepared by Stacy Marshall Paetzel dated November 6, 2017 and the architectural floor plans and elevations prepared by Peter Michael Marren, Architect,dated November 21,2017. SUBJECT TO THE FOLLOWING CONDITIONS" I. The Special Exception Permit granted herein may involve a change in occupancy or a change in use or a change within a classification of the occupancy. Therefore, as a condition of approval, the applicant must contact the Building Department to make the determination whether or not a Building Permit is required and that changes will be NYS Code compliant. 2. 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. 3. This Special Exception permit requires that the applicant complete construction on the new church building and begin the approved special exception use in compliance with the conditions imposed by the Zoning Board of Appeals within three years from the date of,this decision. However, the applicant may apply in writing to the Board of Appeals for up to three one-year extensions for good cause 4. In accordance with the Zoning Board of Appeals, approval shall thereafter be deemed a lawful use as if the same were permitted by this chapter without need for a special exception permit; provided, however,that: a. All conditions imposed by the special exception approval shall continue to apply unless they, by their express terms,are of limited duration. b. All conditions imposed on special exception approval uses generally or specifically by this chapter shall continue to apply, regardless of whether any such conditions were expressly incorporated into the special exception approval. C. The Zoning Board of Appeals shall retain continuing jurisdiction over the same; d. The duration of a special exception use may be limited to specified time period'as set forth in the approval of the Zoning Board of Appeals, if the approval is silent as to the duration of the special exception use,then said use shall be in perpetuity; e. A special exception use which has been discontinued for a period of one year or more shall be deemed abandoned 5. The applicant must obtain site plan approval from the Planning Board. Failure to do so will render this Special Exception Permit null and void. 6. The applicant must obtain a Certificate of Compliance from the Historic Preservation Commission. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. NOTE. Violations of Conditions. A violation of any limitation or condition of a special exception approval or of any provision of this chapter applicable to a special exception use shall constitute a violation of s Page 5,February 21,2019 #7I23SE,First Universalist Church SCTM No. 1000-63-6-6.1 &6.2 this chapter. The Zoning Board of Appeals shall retain jurisdiction and shall have the right, after a public hearing, to modiA suspend or revoke such approval or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV, Section 280-141 of the Town Code. Vote of the Board: Ayes:Members Weisman(Chairperson),Dantes,Planamento and Lehnert. This Resolution was duly adopted(4-0). (Member Acampora was absent) /�4tZ4 Leslie Kanes Weisman, Chairperson Approved for filing �/ /2019 BOARD MEMBERS SO Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road • P.O. Box 1179 Southold,NY 11971-0959 Patricia Acampora CA Office Location: Eric Dantes ap°� Town Annex/First Floor, Robert Lehnert, Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento �COUN�+� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 EXTENSION DETERMINATION Second One Year Extension Special Meeting of June 20,2024 ZBA FILE No.: 7123 SE NAME OF APPLICANT: First Universalist Church PROPERTY LOCATION: 51970 NYS Route 25, Southold, NY SCTM No. 1000-63-6-6.1 & 6.2 BASIS OF APPLICATION: Request for Special Exception pursuant to Article III, Section 280-13 B(1) and Article VIII, Section 280-38 B (1), the applicant is requesting permission to construct a new house of worship building upon a parcel with a pre-existing single family dwelling and a parish house, located at: 51970 Route 25, Southold, NY. SCTM Nos. 1000-63-6-6.1 & 1000-63-6-6.2. DATE OF PUBLIC HEARING: February 7, 2019 This request for a Special Exception was originally granted as applied with conditions on February 21, 2019. A one year extension was granted to the applicant on January 6, 2022 (to begin February 21, 2022, to expire on February 22, 2023). By letter dated May 13, 2024, the applicant's representative, Rachel Terry of North Fork Woodworks, requested an additional extension of the Special Exception. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson), seconded by Member Planamento and duly carried, to GRANT, the applicant's request that the above cited determination be extended for two years from February 22, 2023, and to expire on February 22, 2025, as per Chapter 280-146 of the Code of the Town of Southold. Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Planamento,Acampora and Lehnert. (5-0) 2 IUIA-)�f 4" D E C E � V E Leslie Kanes Weisman, Chairperson J U N 2 4 2024 Approved for filing 6 / /2024 Building Department Town of Southold Mariella Ostroski,Chairperson out Uniqu Town Hall Annex e Anne Surchin,Vice Chair `,.�.9 ties 54375 Route 25 Allan Wexler `�y� ' �;; '`ws PO Box 1179 Fabiola Santana Southold,NY 11971 NUTHOLD Tara Cubie ' ' Telephone: (631)765-1809 Jeri Woodhouse ? Po �Cd r9,t a kimf@southoldtownny.gov Kim E.Fuentes,Coordinator p GO RFSERvAnoN 5I wn of Southold Historic Preservation Commission DEC 0 5 2022 Certificate of Appropriateness October 27,2022 BU1LDsryc oErrr: , T®WNOFSOUTHow RESOLUTION #10.27.22.3 RE: 51971 Main Road, Southold,NY. SCTM# 1000-63-6-6.1 & 6.2 Owner: First Universalist Church RESOLUTION: WHEREAS, 51971 Main Road, Southold,NY, is on the Town of Southold Registry of Historic Landmarks, and WHEREAS, as set forth in Section 56-7(b) of the Town Law(Landmarks Preservation Code)of the Town of Southold, all proposals for material change/alteration must be reviewed and granted a Certificate of Appropriateness by the Southold Town Historic Preservation Commission prior to the issuance of a Building Permit, and, WHEREAS, the applicants' representative Ray Calamari, R.A., submitted a proposal to construct a new Church building; and WHEREAS, the applicant's representative presented commissioners with a Site Plan,Architectural Plans,Elevation Plans and Color Renderings, dated October 27,2022, during a public ,hearing on October 27, 2022; and WHEREAS, the proposed Church measures 3,950 sq. ft. in area, and among other design elements will be sided with white stain wood cedar or white stained Hardie board and wainscoting; and WHEREAS, in addition to the above,the plans reviewed by the commission include, a landscaping plan and a lighting plan; and NOW THEREFORE BE IT RESOLVED,that the Southold Town Historic Preservation Commission determines that the Site Plan and Architectural Plans,prepared by Ray Calamari,R.A., dated October 27, 2022, meets the criteria for approval under Section 170-8 (A)of the Southold Town Code and, BE IT FURTHER RESOLVED,that the Commission approves the request for a Certificate of Appropriateness, subject to approvals by all involved agencies; and Certificate of Appropriateness, HPC,First Universalist Church, SCTM No. 1000-63-6-6.1 &6.2 BE IT FURTHER RESOLVED,that any deviation from the approved plans referenced above may require further review from the commission. Motion made by Commissioner Ostroski Motion seconded by: Commissioner Surchin VOTES: AYES: Commissioners Ostroski, Surchin, Wexler and Woodhouse. (Commissioners Santana and Cubie absent)(4-0) RESULT: Passed Please note that any deviation from the approved plans referenced above may require further review from the commission. Signed: \_ Kim E.Fuentes Coordinator for the Historic Preservation Commission Date: October 27,2022 9 `) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water, Bureau of Water Permits 625 Broadway,Albany, New York 12233-3505' P: (518)402-8111 .F: (518)402-9029 www.dec.ny.gov 4/11/2023 North Fork Woodworks Scott Edgett PO Box 1407 Southold, New York 11971 RE: ACKNOWLEDGMENT of NOTICE OF INTENT for Coverage Under SPDES General Permit for Storm Water Discharges from CONSTRUCTION ACTIVITY— General Permit No. GP-0-20-001 Dear Prospective Permittee: This is to acknowledge that the New York State Department of Environmental Conservation (Department) has received a complete Notice of Intent (NOI) for coverage under General Permit No. GP-0-20-001 for the construction activities located at: First Universalist Church of Southold 51970 Main Road (NYS 25) Town of Southold, NY 11971 County: SUFFOLK Pursuant to Environmental Conservation Law (ECL) Article 17, Titles 7 and 8, and ECL Article 70, coverage under GP-0-20-001 for the above construction site is effective five (5) business days from 4/412023, which is the date the Department received your complete eNO1. The permit identification number for this site is: NYR11 K955. Be sure to include this permit identification number on any forms or correspondence you send the Department. When coverage under GP-0-20-001 is no longer needed, you must submit a Notice of Termination to the Department. Additionally, authorization to discharge under GP-0-20-001 is conditioned upon compliance with Part II.C. of GP-0-20-001, specifically the following: 1. A final Storm Water Pollution Prevention Plan has been prepared; 2. When applicable, project review pursuant to the State Environmental Quality Review Act (SEQRA) has been satisfied; 3. Where required, all necessary Department permits subject to the Uniform Procedures Act (UPA) (see 6 NYCRR Part 621), or the equivalent from another New York State agency, have been obtained, unless otherwise notified by the Department pursuant to 6 NYCRR 621.3(a)(4). NEW PORK Department of OPPORTUNITY Environmental Conservation 5 g If other UPA permits, or the equivalent, are required, you must submit a preliminary SWPPP to the appropriate Permit Administrator at the Regional Office listed in Appendix F to GP-0-20-001. The preliminary SWPPP must be submitted at the time that the applications for all other UPA permits, or, the equivalent, are submitted to the Department. Note: Construction cannot commence until all of the above have been satisfied. Please be advised that there is an annual regulatory fee of$110, which is billed by the Department in the late fall. The regulatory fee covers a period of one calendar-year. In addition, since September 1, 2004, construction stormwater permittees have been assessed an initial authorization fee which is now $110 per acre of land disturbed and $675 per acre of future impervious area. The initial authorization fee covers the duration of the authorized disturbance. Should you have any questions regarding any aspect of the requirements specified in GP-0-20-001, please contact me at (518) 402-8114. Sincerely, 44 David Gasper Environmental Engineer cc: RWE - 1 SWPPP Preparer Condon Engineering, PC Condon, John 1755 Sigsbee Road Mattituck, NY 11952 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Half Annex-54375 Main Road -PO Box 1179 Southotd!New York 11971-0959 Telephone(631)766-1802- FAX(631)765-9502 rogerrfa southoldtownny_.go_v-seancID-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN 1NF RMATION (Ali information Required) Date:JD D q Company Name: C �. Electridan's Name: License No.: M_l I _ Elec. email: Q/v&t7vMedt-Sf IQ Aw.. o� Else. Phone No: 1- S-- request n email copy of Ceffii a of Compliance Elec,Address.: JOB SITE INFORMATION (All Information Required) Name: /L5 T ful V (--1VLUsT G9 uAC Address: 5 ©✓i Cross Street: Phone No.: " ' I - 9 Bld9.Permlt#: � S email: �. Tax Map District: 1000 Section: Block: tot: 71 BRIEF DESCRIPTION OF WORK, INCLUDE SO E (Please Print Clearly): S dare:Fvota� : Circle-Air That Apply: Is Job ready for inspection?: YES NO E]Rough in Final 11,0 Do you need a Temp Cerfd1cate?: ' YES Q NO Issued On Temp Information: (All Information required) Service Sizer71 Ph[]3 Ph Size: _A #Meters�Old Meter# ❑New Service[ Fire ReconnecEFiood Reconnect{]Service Reconnect[]Undergmund[]Overhead #Underground Laterals 1 F12 0 H Frame Pole Work done on Service? Y N Additional information: PAYMENT DUE WITH APPLICATION o I�12 fog«� eazcQ 1 BUILDING DEPARTMENT-Electrical inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road -PO Box 1179 6ojuIhold!New York 11971-0959 Telephone(631)766-1802- FAX(631)765-9502 - e o h 1 towns . ov-see 1 - ov APPLICATION FOR ELECTRICAL 1NSPECTtON ELECTRICI INF RMATION (mot information Required) Date: Company Name: Eiectriclan's Name: License Vo.:1 =€iec.®coati: 4 r1v�+fats. : 00 ,odt Elec. Phone No: 1- t I request An email copy of Ceaboe of Compliance Elm, Address.: ff SITE INFORMATION (Ali information Required) Name: . Address: i L D Cross Street: Phone No.: l - %'_' Sidg.Permit#:__ M3 small: - Tax Map District: 1000 Section: Block: Lot:. BRIEF DESCRIPTION OF WORK, INCLUDE SQUAREnJ_OOTA(&11E'(PleBse Print Clearly): ��6P . S tli�r+�,�lr 8: Circle All T Apply: I S(p l f 41-gh5 Is job ready for inspectfion?: YES ItNO, Rou9&In Final, Do you need a Temp Certificate?: YES' E°NO Issued On_ AAA P � - Temp Inforfl atlIof1: (Ail information required) Serrtfce Size 1 Ph�3 Ph Size: # re Old Meter# New SeMw[3 Fire Reconnect[7Flood RecannecOservice Reconnect Underground[�Ovefiead #Unde round.Laterals 1 2 H Frame Pole Work done on Senrlce? Y N Additional Information: M me 01V �,�ca�►�i pSvMiess'r DUE WITH APPLICATION r p I I A 123 ou o� (pd fec--'OF (oS?-7(f � p� �g3g3 BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southold; NY 11971-0959 Telephone(631)765-1802 Temporary Certificate # [o DateCA6--L/' 2023 Customer Name e$� ' ve Electrician Name `tom4 j Address o Phone (Q BI_ 4S 2 e-mail e-mail a ,t NU M CAIS4 ahoo • cow% Phone q ZC4 License,# Mf, -'8 d q Size. DO A Phase Overhead Underground ✓ #of Meters—t Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 da r date above. ; Authorized by P FOt/r. BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD o • Town,Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4-h 0�. Telephone(631)765-1802 Temporary Certificate # _LZQDate 2024 Customer Name ' ��'� j ✓5 Electrician Name U j�a Address 51g70 - 4 2 s` :�;o 14 Phone e-mail e-mail PIdlIna#6ax,— / Q. Ah& e4777 Phone �� -�� - 9 L/2� License# `'yJ� 3 /�1/ Size f DD A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# w6-7 .&'1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. r Authorized by ,. BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD r Town Hall Annex-54375 Main Road -PO Box 1179 Southoldo New York 11971-0959 , �► Telephone(631) 766-1802- FAX(631)765-9502 ro err lsoutholdtownny7.govwand@southoldtownn .Qov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Alt information Required) Date: Company Name: Ldaikd Electriclan's Name: , License No.: Le- yo91 Elec. email: lav4,eaS I Apo- Elec. Phone No: 1- S-9 request n email copy of C®rtifi a of Compliance Elm Address.: JOB SITE INFORMATION (All Information Required) Name- Address: 5 4 U-010 C Cross Street: Phone No. �� - S-79 q ,;N Bldg.Permit#: ILA Tax Map District: 1000 - Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQ E (Please Print Clearly): S care Footage: Circle All That Apply: Is job ready for inspection?: YES NO Rough InM Final Do you need a Temp Certificate?: YES❑NO Issued On Temp Information: (Ail information required) Service Sizem1 Ph❑3 Ph Size: ! A # Meters_Old Meter# []New Serviceo Fire Reconnect[]Flood Reconnect[]Service Reconnect-Underground[overhead #Underground Laterals 1 2 M H Frame 0 Pole Work done on Service? Y MN Additional Information: PAYMENT DUE WITH APPLICATION �c c* ► 05-7-1 3 39� PERMIT# Address: Switches Outlets GFI's 1 � r Surface �1 YL Sconces r , LL , H H's _S4eP U UC Lts Fridge '✓1 HW POOL I Panel Fans Mini Fr. W/D Pump Exhaust V Ovendl&(-gyp Sump Heater Trnsfmr Smokes DW ,I Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC���\ AH Hood Blower 1 Service Amps Have Used Sub L 0() Amps l�� Have 36 Used 1 -7 Comments BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHDLD Town Hall Annex-54375 Main Road -PO Box 1179 ftjuthold!'New York 11971-0959 Telephone(631) 766-1802-FAX(631)765-9502 --��'- `holdtownnv oov sea ndesoutholdtownnv aov_ i AppLICATION FOR ELECTRICAL . E - TI N ELECTRICIAN INT MATION (AD Information Required) Date: q Company Name: Electriclan's Name: X C License 11'-3 ya l No..• Elec. Phone No: 1- - request n email copy of Ce of Cofnp{lance Elem Address.: JOB SITE W4FORMATION (Au information Required) Name: jt5 T L2.QIV CA,94(ST C /!C Address: ✓ Cross Street: Phone No.: Bldg.Permlt#: _,_----- Lot: Tax M Dlstrlct: 1004 �ectlon: Block; BRIEF DE CRtPTION Of WORK, iNCLUDE-SOUARE OOTAO P1+e8se'Prlht Curly): 06 SE �4 G� 4 100 `� m e. a WBr.�'F circl8 All That 4pply: I sl a l YES tNO [7 Roug in Final, Is job ready for lnspecdon?: ❑ � Do you need a Temp Certificate?: YES Q NO issued On A4410 Temp Informattan: (All inforrnatlon required) Service Size 1 Ph�3 Ph Size: _ D(S A #Meters Old Meter# KNOW ServiceQFice Reconnect[( Flood ReconnectOService Reconnect Underground[Overhead Und round Laterals 1 2 H Frame Pole W0*dons on 8srvire? Y N Additional information: ON DWAA/41 w.niC�iT n11C W1T1.1 oP +LlI T1Cl1I 101 I A 123 0u a4 106 �e c� 105V f 3q 3 Sep-) Town Hall Annex X Telephone(631)765-1802 54375 Main Road Fax(631) 765-9502 P. C. Box 1179 ` Southold, NY 1 1 971-0959 �� BUILD NG DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER CONSTRUCTION 4-18-23 Date: ' Owner: The First Universalist Church of Southold 51970 Main Rd. Southold NY 11971 Location of Property: Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction(TT) X Pre-engineered wood construction (PW) X Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) X Floor and roof framing (FR) Signature: Name (person submitting this form): Capacity(check applicable line): Owner X Owner representative TrussReg15.docx Effective 1/1/2015 V PROJECT ENGINEER: d gj3ir i n E17g117081'117g&0017SMI&I017 Management CALCULATIONS de Bruin Engineering, P.C. REQUIRED PARKING: 1400 Old Country Road-Suite 106 CHURCH: 112 SEATS @ I SPACE/4 SEATS Westbury-New York-11714 AW TOTAL REQ'D:28 SPACES+2 STAFF SPACES 516.513.1313 -516.579.2574 Fax PARISH HOUSE PARKING: I SINGLE-FAMILY DWELLING @ UP 2 SPACES/SINGLE-FAMILY DWELLING 'D EXISTING DWELLING PARKING: I SINGLE-FAMILY DWELLING @ It is a violation of Section 7209 of the 1-1 CI3(27.0) THE UNDERSIGNED,PURSUANT TO SOT MTOLD TOWN CODE SECTION 2 SPACES/SINGLE-FAMILY DWELLING New York State Education Law for any person, unless he is acting under the 28(L)319),ACKNONVLEDGES TJIIAT T11E CONDITIONS OF THE SITE PLAN TOTAL SPACES REQUIRED: APPROVAL SET FORTH IN THE FESOLUTION OF APPROVAL DATED direction of a licensed professional ACCEPTED(SEE CONDITIONS ON RESOLMON). 32 SPACES+2 HANDICAP SPACES 34 REQUIRED SPACES engineer, to alter any item on this D11", hnfr4t7 M, drawing in any way. If the drawing is 'T N. AWU EX.GAG[6�0.8) PLEASE PRIN altered under the direction of a TOTAL SPACES PROVIDED: TITLE professional engineer, the altering .0 26 SPACES + 6 GRASSPAVE SPACES +2 HANDICAP SPACES 34 TOTAL SPACES engineer shall affix his seal to the ALL PARKING SPACES TO BE 10'X 20'UNLESS SPECIFIED OTHERWISE. drawing with the notation "altered by" UP APPROVED BY followed by his signature, the date of REQUIRED LANDSCAPED ISLANDS: V%V L TOWN OF SOt`TliOLD PLANNING BOARD alteration, and a specific description DE 10 SF PER PARKING SPACE X 34 SPACES 340 SF REQUIRED of the a WALKWAY TO BE REMOVED,Z AW EXISTING 71 SF ON-GRADE 176 Iteration. DNE AVV S ,ts:.p A 119 t22L-3 414 SF PROVIDED Is(A SIGNATURE DATE C11A I RPE k 00 EXISTING 125 SF PORCH+ z PRO STEPS TO REMAIN '0 NOTE:The approved site development pl--n shall be valid for a period of eighteen(18) PROPOSED 89 SF ON-GRADE UP months trom the date of approval as per code section 20-132A. Z W/L CONCRETE WALKWAY W V Z 41 �D AW X CB(26.9) 0 DI Awl DI E G E N D r G. ccl <\ W.Vo f ') 05 L HYD. PROPERTY LINE NS NO STOPPING EXISTING 596 SF ON-GRADE PROPER SIGN W.V. 0 WALKWAY TO BE REMOVED UP' EXISTIINGII EXISTING SIGN REVISIONS DATE ' OWN. TO BE REMOVED PARISH'14OUSE OLD CHURCH FOOTPRINT NP NO PARKING SIGN APRON LAWN FIFE.:31. EXISTING 52 SF EXISTING IMPROVEMENT R PORCH+STEPS SS STOP SIGN ,\ 0 TO REMAIN TO BE REMOVED L Nly, PLANTIt PROPOSED 976 SF ON-GRADE 4 G'\ CONCRETE WALKWAY EXISTING FENCE (28.4)X AW ARROW SIGN EXISTING TO BE REMOVED CONCRETE CURB EXISTING PROPOSED HANDICAP CONCRETE CURB EXISTING CONCRETE SIDEWALK- KR KEEP RIGHT SIGN NYSDOT ENGINEER TO INSPECT EX.SIDEWALK PROPOSED ACCESSIBLE ROUTE WITHIN RIGHT-OF-WAY TO DETERMINE IF MEMORIAL L 2%AW REPLACEMENT WITH SW.SIDEWALK IS NECESSARY GARDEN z 380, 1 1 ,�`AW I;c Q-- NUMBER OF I O' X 20' UP UTILITY POLE 0 EX.GAS'�" Fp (729 SF) (29) 1$1),C, PARKING SPACES PER AREA UTILITY POLE WITH LIGHT /OLINESTUB UP W/L BUDDS PARK 33�1 I I I ISSUED TO: MEMORIAL F T --7 , , q PROPOSED W (< a 0 414 S.F. VALVE F7 NIING IA W.V. WATER /. . . \\ . . . . . 'ISLAND' PLANTING BEDS KRO UP 16' L A W NX(28.7) C-1 TOWN OF SOUTHOLD PLANNING 4-1-22 '"ING 32.0-1 EXISTING 265 SF SHED 10-27-22 SL Historic Preservation Commission %AW PROPOSED 120 SF TO BE REMOVED SPEED LIMIT SIGN DI DRAIN INLET `AW STOOP % 4.2' EXISTING 173 SF SHED DNE DO NOT ENTER SIGN FIRE HYDRANT TO BE REMOVED 91V HYD. TUCKERS LANE PROPOSED PROPOSED BEDLINE(TYP.) C14 46,5, i CHURCH .0q [ffVAL\ W.V0 C)) �� 0° PROPOSED 25.SF G.V. 3. (3950 SF) STOOP VALVE PROPOSED 73,1SF VROPOSED ON GRADE CONCRETE \ 1.2oe EXISTING SIGN 29.0, ASPHALT W.V.0 715, 8.2)X PROPOSED 50 SF WALKWAY TO BE RELOCATED PARKING SS# N O , Z COVERED PORCH 12.0- 2 LAWN EXISTING W.V0 GUARD RAIL TC(24.3) _j 15 135, N*BC(�3.8) 111 - . - COVERAGE CALCULATIONS EXISTING GATE N G TO REMAIN UP PLANTING W/L LAWN PROPOSED 8'W. LOT AREA 4, 2. R U MULCH PATH 53,962 SF 0 W p,:(2)H.C.SIGN ALLOWED BUILDING COVERAGE TC 10,792 SF OR co 20% 26 PROPOSED 32 SF ( BC( CONCRETE PAD EXISTING LOT C AGE 24.3 23.8) , DI DI PROPOSED 2016 SF .0 FOR XX 8'DUMPSTER DESCRIPTION AREA 7o LOT COVERAGE PROPOSED CH. ON GRADE CONCRETE------ PROPOSED 0 PROJECT: TC(24.2) RELOCATED ----WALKWAY ASPHALT IHC SOLID WOOD SCREEN OLD CHURCH(APPROXIMATE-) 4,400 SF* 8.2%* -PKUvUstLj v SIGN PARKING % WITH GATES EXISTING PARISH HOUSE,PORCH+STEPS 1,182 SF 2.2% BIKE RACK FIRST UNIVERSALIST LOCATION 0 EXISTING DWELLING, PORCH+STEPS 808 SF 1.5% 5 20 PROPOSED FLUSH 0 f- 1 0.8% CHURCH OF EXISTING SHEDS 438 SF PROPOSED HANDICAP PROPOSED' CONCRETE CURB b -PROPOSED ASPHALT P SOUTHOLD I TRAFFIC STRIPING X (/) M TOTAL EXISTING COVERAGE 6,828 SF PROPOSED- ACCESSIBLE ROUTE (2)8'X 20' T A _.HANDICAP 12.7% AS REQUIRED BY NYSDOT PARKING AREAS LU --PIAR�ING SP'ACES PROPOSED CONCRETE __j PROPOSED CURBII'M (27 0 EXISTING 5"SQ.X�'H. (15,575� sn- - WITH 8'X 20' AISLE X CL GRAM?@.g'x (23.9)X F TOTAL) C-� PROPOSED LOT COVERAGE (N < EXISTING FENCE CONCRETE CURB EXISTING 7235 SF 19, H-.W-066- (I) o 51970 MAIN RD, HITCHING PROPOSED (ON ASPHALT) PROPOSED 172 SF TO BE REMOVED 0 POSTS ,GRAVEL PARKING AREA PROPOSED 95 SF CONCRETE-CTRBING DRIVEWAY CONCRETE APRONS U- 0 DESCRIPTION AREA 7o LOT COVERAGE SOUTHOLD, NY 11971 TO BE REMOVED CONCRETE APRON GATE i -I11�1 0 =: I I .-;-T PROPOSED 138 SF 0 EXISTING PARISH HOUSE,PORCH+STEPS 1,182 SF 2.2% PROPOSED DRIVEWAY -------T7+7+ +++ + + + + + + + 0 LLJ -- - -------- 'ISLAND' U) DRAWING TITLE: ENTRANCE/CURB CUT +++++ + + +++ + +++ ++ + + + LL- ir- EXISTING DWELLING,PORCH+STEPS 808 SF 1.5% -2 + AS PER NYSDOT PLAN BY 7 PEXISTING 184 SF LLj PROPOSED CHURCH 3,950 SF 7.3% OR H Z LLJ CONDON ENGINEERING,P.C. PROPOSED 276 SF,, ES+STEPS z DATED JULY 6,2020 0 TC(24.0) 13 TO RE PROPOSED PROPOSED CHURCH COVERED PORCH 50 SF 0.1% MAIN z BC(23.9)> 0 ISLAND ASPHALT PARKING I z U- 0 TOTAL PROPOSED COVERAGE 5,990 SF 11.1% E(I, PROP. 16 SF < 0 SITE PLAN PLANTING EX.GAS LINE- , 1 0 1 -j z PROPOSED Or,4-GRADE 20.0' NS TO BE r1t ASPHALT PARKING RELOCATED, NCRETE APMOWD BY This prope rt contains a site/structure listed on. Lj- WILKWAY AISLE TYP. E TING CO T < APPROX.EX.WATER Southold Historic D'StriCt LINE LOCATION D 5.01 PROPOSED FLUSH PLANNING BOARD WELLING 01 - Lu>n 6 �7- 22.0' C=� c'� - -- Z Orient Historic District CONCRETE CURB) 1 ___- - 1, 0 TOWN OF SOUTHOLD SCALE: PR C POSED Southold Town Landmark U,-,t PROPOSED FLUSH EX.O,4ERNjINwo 1796 SGRAVEL CONCRETE CURB PA WING C\1 State and/or National Register DATE 411 q 17, 3 P Se Society for Preservation of Long Island ftc-!11 SCALE: 1 " 20'-0" V U 6'RA TRUE NORTH / S , �JC,4 I D2 Gho, 4� .1 " I E LAWN 35.0' ;PARKIN 4 PROJECT SPACES` Renovations of demolitions to this efte/s!rul4m PROPOSED NORTH EXISTINJnUStprotect the charaater crf fts s1ft./rtruM- INFILTRATION AREA L6 UP C-4 DRAWN BY: INP 6-0"H. 20 10 0 20 40 >1 CHAINLINK I A fL U I I I PS �(X(24.4) X(24.4) PLANTING 80 FENCE fa=z I I . 1, W I- - lit O�"W EXISTING N74'50 TV C R L) CHECKED BY: 4050 00 1-H. 241�.W SCALE IN FEET F-F-C EJ V E N7 PROPOSED 4'-0"H. WIRE MESH FENCE CHAINLINK RMC LAND N/F OF APR 1 'j2023 (WITHIN HEDGE) FENCE 51750 ROUTE 25 LLC L8, Ufhold Town-- FILE NO. S.F. RESIDENCE Planning F.Oar,t CONNECTED TO PUBLIC WATER PROJECT NO. DRAWING NO.' DATE: G-001 SITE FLAN 15/04/2021 50ALE: I "=20'-O" PROJECT ENGINEER: � j / / FIRST UNIVERSALIST CHURCH PLANT SCHEDULE , de n / QTY SYMBOL BOTANICAL NAME COMMON NAME SIZE Civi/Enginee�inq&ConstrucfionManagement TBD 2 1/2" - 3" cal. 2 Trees TBD de Bruin Engineering, P.C. 1 AR Acer rubrum Red Maple 2 1/2" - 3" cal. 11 Union Avenue Bethpage New York 11714 4 ARE Aronia melanocarpa Black Chokeberry 3 gal. 516.513.1313 -516.579.2574 Fax 18 Al Asclepias incarnata Swamp Milkweed 1 gal. 18 ACS Asclepias syriaca Common Milkweed 1 gal. It' 32 AT Asclepias tuberosa Butterfly Weed 1 gal. New a violation of Section 7209 of the New York State Education Law for any 26 ACID Aster cordifolius Blue Wood Aster 1 gal. person, unless he is acting under the % 7 BNH Betula nigra 'Heritage' Heritage River Birch 8' - 10' ht. direction of a licensed professional 772 CP Carex pensylvanica Pennsylvania Sedge 1 qt. engineer, to alter any item on this 12 CAH Clethra alnifolia 'Hummingbird' Sweet Pepperbush 3 gal. drawing in any way. If the drawing is altered under the direction of a 3 CFP Corpus florida Flowering Dogwood 2"- 2 1/2" cal. professional engineer, the altering 1 CMD Corpus mas Cornelian Cherry Dogwood 2 1/2 - 3 cal. engineer shall affix his seal to the 200 DP Dennstaedtia punctilobula Hay Scented Fern 1 gal• drawing with the notation "altered by" // 250 DF Deschampsia flexuosa Wavy Hair Grass 1 gal, followed ollo ed by his and a signature, fie description date of e< 6� 35 DAF Dr o p p on f o ��0 o �7 y pteris erylhrosora 'Brilliance' Autumn Fern 1 gal. of the alteration. 45 EPM Echinacea purpurea 'Magnus' Purple Coneflower 1 gal. 433 FGB Fagus grandifolia American Beech 1" cal. Q PPR� v` � 15 GM Geranium maculatum Wild Geranium 1 gal. ��0 �/ ��,;� � 20 IGS Ilex glabra 'Shamrock' Dwarf Inkberry 10 gal. 3 10 Ilex opaca American Holly 8' - 10' ht. 7 IV Ilex verticillata W interberry 3 -4' ht. cO 9 JV Juniperus virginiana Eastern Red Cedar 8' - 10' ht. co0v "� �i �� 50 LO Ligustrum ovalifolium Privet 4' -5' ht. 1 MV Magnolia virginiana Sweetbay Magnolia 8' - 10' ht. 101n, ��,•'n 20 MSO Matteuccia struthiopteris Ostrich fern 2 gal. o <�\l- Q 'A 24 MP Morella pensylvanica Northern Bayberry 5 gal. C�, C , 3 NS Nyssa sylvatica Black Gum 2 1/2" - 3" cal. \ REVISIONS DATE 20 OC Osmunda cinnamomea Cinnamon Fern 1 gal, Oukes GarUen Plum V iV �W -�a"'°r °"(_0 160 PVS Panicum virgatum 'Shenandoah' Switch Grass (red) 2 gal. anNr '! I �I Q k� wet ��� .° SrAk. �S @3p 38^ G�I @3.q, o - ____ 10 PMM Pycanthemum muticum Mountain Mint 1 gal. / ,. 8 1 " QA1 Quercus albOb p White Oak 3"- 3 1/2" cal. e�• / s, •,�� pp Vp Cd 60 SSO Schizachyn n um scopaum 'Standing Ovation' Little Bluestem 1 gal. � NVV' °p f cu 300 SH Sporobolus heterolepis Prairie Dropseed 1 gal. `p ;. 38 1 VBL lVaccinium angustifolium Lowbush Blueberry 2 gal. 0�0 'U ?0° r LANDSCAPING NOTES: AP.Assorte - ® dPerena 1.The use of native, drought tolerant plantings is required in B (.�, ¢0� i' 5 i •Caremint ake�s w j `� x 614e landing. 0 CIO 2�� �8g, p G :�A III' ost"`bFemZ^Be°W `O40A 2. Irrigation is limited to 15 percent of the total parcel area. Q Q 3. Only the use of organic fertilizers is permitted where the water soluble nitrogen is no more than 20%of the total nitrogen in the ISSUED To: mixture. 4. A maximum of 1 lb. of nitrogen per 1,000 square feet is s \�. <ir°P�a,3B1 0' permitted in any one application, with a cumulative application TOWN OF SOUTHOLD PLANNING 4-1-22 . Sme • m / �° UPri9ht Plam oXwoopz �. _ of no more than 2 lbs. per 1,000 square feet per year. yew �o z3B' Bukes Garden 5.The application of fertilizer products containing nitrogen, —�� phosphorus, or potassium is prohibited between November 1 st p/um 8 TUCKERS LANE / / �W @S9al.- �n < E and April 1 st. Tide HiU V ! s 4 A 3 a. 10.0: LEGEND. i Grgen MoB°xwood�p9al Cb .•. '. ;s ., �Y�� �f BoyW d 1� 1 -- -Mlsski ss @ l�"al. @ 3p., 6-4 a . O Grac;ni5 N°^per - R P RTYLINE ,,� Fmk NOekl - P 17?O, / ,' _. AP Assort s 1a b @4.S' - +�. ".� kbevy@ berry @ e^ Ylv Bay G�� RAIL /. -4roPebi erenlalMl I � ^s anla Se^ GUARD Rq o I I ,� car„;^ gblUe k 44 9e@Plugs EXISTING TREE TO REMAIN 5 P _ + � EXISTING TREE TO BE REMOVED Q f , 2.0 135' P R P + -�Blue Angel Jun; r"� sm ® p *+ Par UTILITY POLE P• UTILITY POLE WITH LIGHT . co No Znhefn BaYbere, @3.q, + pe Ylvania Sab9e PROJECT:OJECT @P1,gs* a + FIR ST UNIVERSALIST o CHURCH OF Penn6y/vanl mo CL m SOUTHOLD f Carex /dge @ P/ugs 0 gal... O� 51970 MAIN RD, (f)X7, LL- 0= Io SOUTHOLD, NY 11971 + k cn WL PV * + Z U DRAWING TITLE: W .._._ W Z Calif O � � M QWZ Pve� Y. ornM Privet @ 34,r Pv P SITE PLAN E_ M AN e Ye P.. Pv; 4t b^J'@2ga/ o " em n U) SWrt° Pv l SCALE: us"'' M TRUE NORTH o P o Pv- M SCALE 1 ' = 20 —0 ' + O rm U Pv 7•^ Av���...✓✓✓"M pv= Pv Pv- P� an Pv M M Pv pv V1 Pv , M Py.. ..Av i M P � %,,,,- 44 M Pv � Pv Al 44M✓'{ DRAWN BY: M Avg'°�a Pv_ Al Al 44 w •. APPROVED BY PS �� - Rio aq Cyr PROJECT I N74�50'00"yY 4' cIIAINLINK FENCE AIONC LINI 247.04' PLANNING BOARD w W �n CHECKED BY: ' �F �► NORTH C"If-111 Privt @ 3,4, LAND N/F OF TOWN OF SOUTHOLD _ RMC * , 20 10 0 20 40 51750 ROUTE 25 LLC r S.F. RESIDENCE DATE FILE NO. CONNECTED TO PUBLIC WATER SCALE IN FEET PROJECT N0. DRAWING N0. ■ ■ ■ RECEIVED niver i rc 011 0 ■ n c e n L APR 19 2023 DATE: G-002 Southold Town_ 15/04/2021 Planning Board 5C ALE: 1 " = 20'-0" G PROJECT ENGINEER: / rL19� e n / Civii Engineering L B Construction Management de Bruin Engineering, P.C. 11 Union 516.513e1313 •5 Bethpage6.579.2574 r 11714 Fax It is a violation of Section 7209 of the o. Nersonorunsessehediscactin Lundeorthey / p 9 / + direction of a licensed professional engineer, t /° o.0 0.0 drawing in any t er any t way. If the drawiem on ng is altere under the / / professional engineer, direction altering / U 0.0 .0 0.0 b.0 0.0 / engineer shall affix his seal to the 0.0 o.0 0. 0.0 N o �o.o drawing with the notation "altered by" followed by his signature, the date of / + 2 alteration, and a specific description o �.® .0 0�`o, 0.0 0.0 � 0.0 of the alteration. / a �GO�° �� 0.0 0. o.0 0.0 b.0 0.0 0.0 0. o.o / / &.� 0 0. O + .\�� 1 0.0 0.0 0.0 0.0 0.0 0.0 0 0�,�0.0 + S + + AGO °�G + �� �� / ® 0 0 + .0 0,{14 0.S 0 0.1 0.0 0. 0. 6.0 0. �0 0.0 0.0 O.O 0.0 / Z •� 6� 6 0��0 `Q1 � / ' / 0. �(L: 0 0.2 0.2 0.2 0.0 0�0�°°� .0 0.0 .0 0.0 0.0 0.0 0.0 O/L / °���Q ��% 2F 5 ,�� Ceti lQ 0.0 + .0 0.3 0.3 0.4 / +j4/ 0.1 � � G 0.0 �'0.0 0.0 0.0 0.0 0.0 F� ti .0 0.0 0. 0.0 0.4 0.6 0.6 /0 7 0.8 .1 0���1g�0 L 0.0 0. 0.0 0.0 0.0 0.0 0.0 lsj �iy REVISIONS DATE Q` 0 0 0. 0 0.1 0.2 1.1 1.1 1.0 l 1.2 1.2 �� OG �.0 0 0.0 0.0 0.0 0.0 (81 0 0.2 0.2 z.�/i.s i,4 I i.s i.� + .7 .1 �C\�\ \��w o 0 + ,y / 1� �0�0 o.o b.o o.0 0.0 0.0 0.o G I /° [�• I UTLD-PAl-40-727-7%QW. r.. _ 7 7- MH 12 / 7 / 0. 6 q0 0.2 0.2 0.4/ 2 2 1f8 1, 5 1.\ 2 6.1 0. + 0.1 1 \0.1 0.0 0.0 0.0 0.0 0.0 1 MHLD PA1 4,0 7 7 U T4W ' 0 0.0 0,� 0.1 0.2 0.3 A.3 2-3 2.6�, '2,1� 71? 1.5 1 0.5 0.3 0.3 b ., b. 0. o.o 0.0 0.0 0.0 �° i 0 0 .0 0.2 0.3 /0.4 0. 2. 2,7 2.7 1. 0.9 0.7 0.5 0.5 0.4 0.4 0.3 \0.3 Or 0.0 0.0 0.0 0.0 +° + 30' 2e1 * ISSUED TO: .0 OJ6y fi 0.1 0.3 0. 0 2 1 1 7 1,.6 +0, 0.3 1gp0.2 0.6 0.7 0.6 0. 0.3 0�� 0.0 0.0 0.0 0.0 /I 7 O/ p I U f / U. U U 0.z 1. + 1.0 0.7 1.0 0.7 1.0 1.1 0.6 0.4 b.o 0.0 o.o TOWN OF SOUTHOLD PLANNING 5-11-22 O StatArea_1 �� + wall sconce 180'+ + + 0 Oor 0, 0• MH: 12 / 0.7 1.0 1.0 1.2 1.5 L. + .9 0.6 0. ` 0 0.0 0.0 0.0 0.0 Illuminance (Fc) Average = 1.03 I ) / UTLD-PA1-40-727-U-54Q Maximum = 3.6 III •1 / so + MH: 12 + + TUCKERS mm A I Minimum = 0.1do 0 0.0 .0 0.2 0. 1. z, wall sconce / 0. 6 A", 1.4 1.5 0 2, 2 0.7 0.4 0.0 0.0 0.0 0.0 0.0 JIII� leVl Avg/Min Ratio = 10.30 �' MH: 12 / • O>>�•1 Max/Min Ratio = 36.00 ••d / ' HP / / zeal,4 0.7 1.0 1.4 1.4 1.6 1.3 1.1 0.7 0.4 0.2 0.1 0 (��.®� 0.,0 0.o o. 0.0 0.1 0.2 0.4 1 '0: 1 4 0, , V O ' +.0 0.0 0.1 0.3 O.5 0,• $. ,' 1.1 zs.o 0.2 0.7 1.0 1.2 1.4 1.6 1.2 0.9 0. 0.4 0.3 0. 0 2 0 0.0 o.0 a � 4 �gn ].it�0 0. 0.131 I0.5 0. 0. 1.0 1.2 1.¢zo, 0.8 1.1 1.3 1.4 1.3 1.1 0.8 0 6 0.4 ��0.3 0.2 0.1 0. e�i0 0.0 0.0 e •,- O MH: 1 b.o �0 0.1 0.3 1 0.5 ./0.8 1` 1 0 1.4 s 0154 1.0 1•.3 1.5 1.4 1.3 1.0 0.6 0.5 0.3 0.2 i0.2 0. �0 0.0 0.0 / UTLD-P 17 4 -72 -U-5WQ 5' Q 0 0.0 0.1 0.2 �4 0.7 1.0 ,.6 .. •3 1.2 0.9 0.5 0.5 0.9 1.2 1.9 1.5 1.4 1.2 1.0 0. 7 0.5 0.3 2 0.2 t.u,0.0 0.0 0.0 I UTLD-PA1-40-727-U-5WQ CJ / MH: 12 .0 C.,0 0 0.1 0.' 0.4 0.6 0.8 1.0 1.3 1.2 0. 0 7 °^9 0.4 0.3 0 4 0.7 1.0 1. t 0.8 2.0 1.7 - 1 4 1.2 1.2 1 0.7 0.5" .3 0.2 .0 0.0 0.0 Lo 0d 0 0.1 /0.2 0.3 0.5 0.6 0.8 0.9 0.9 0.8 0.6 0.5 +0 4•: 0.4 +0 5 0.7 1.0 1.4 1.5 2 0 1 7 1 6 �:, 1.7 1.3 1.0 ��7� 0. 0.3 0.0 0.0 0.0 Z / / z O l�j,ll PROJECT: 0.0 0 9r.2 0.3 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.6 0.5 0 $ 0.5 0 6 0.7 0.9 1.2 1.5 1 01 A A 9 3 ' 2.0 1.6 1.4 0 +0.6 0.3 .0 0.0 0.0 Z to �d- O °°_ ��// `J y- Calculation Summary'� t S a Y + + - 09 1.2 1.4 1 5 1 2 2 4 ` ; ' 0 2.0 1.7 1.1 0.7 b.4 +�0 0.0 b.0 b.o v� g FIRST UNIVERSALIST �+o.o j�j�0 0 0.4 0.5 0.6 0.7 0.7 0.7 0.7 0.7 0.7 0 7 0, 0.6 0 6 0.7 Q Label AV Max Min AV /Min Max/Min r `_ UTLD-PAl-40-727-U-5WQ Q /jam U CalcPts 1 0. 52 3. 6 0 . 0 N.A. N.A. CHURCH OF O w MH: 12 U V � J .0.0 6® c� .0 ( 0.3 0.5 0.7 o.9 1.0 o.9 0.9 0.8 0.9 1.0 1.0 0.9 6.8 0.8 0.9 1.1 1.3 1.5 1.5 1.6 1.7 2.0 2. 2.6 +2.1 1.6 1.1 0.7 0. I 0.0 0.0 0.0 X V� m StatArea 1 1 . 03 3. 6 0 . 1 10. 30 36. 00 SOUTHOLD ^ p � � z ( o CL 0.0 0.0 0 ' 0.5 0.7 0.9 1.2 1.4 1.2 1.2 1.1 +1.2 1.3 1.5 1.2 1.1 1.1 1.1 1.2 1.5 1.8 1.6 1.6 1.9 2.2 2. 2.8 2.2 1.6 1.1 0.6 0. { 0 0.0 0.0 0.0 N O O 51970 MAIN RD, z �- mina Schedule { UTLD-PAl-40-727-U-5WQ UTLD-PAl-40-727-U-5WQ UTLD-PAl.-40-727-U-5WQ MH: 17+ + MH: 1.2 + + + MH:,12 + + + + + , + + + I Symbols C QtY Label O re S e SOUTHOLD NY 11971 0.0 0.0 .0 + + 49 4+ + + + + + + 2.6 2.1 1.6 l.o 0.6 0. z 0.0 0.0 0.o U U 0 9 UTLD-PA1-40-727-U-5WQ OL900 + + + + + + +++++++++ + + + + + + + + + + + + + + I � (n DRAWING TITLE: + + + + + + + + + + + +r + + + + UTLD-PAl-90-727-U-5WQ ° ++ + + � + + ++ + ++ + + + + � + MH: 12 + + •�W U 2 UTLD-PA1-40-727-U-T4W 0 . 900 0.0 .0 0 0.5 0.9 1 1.7 1.5 1.4 • - .s-7.2-- i'3 Z.6--2.'� 't-7 '�.��1 l.s + 1.6 I + z 0.0 0.0 0.o Z w Z 2 wall sconce 0. 800 p� W Z 2 sign lite 0. 600 0.0 (Q� .0 0.s 0.8 + 0 1.3 1.5 1.2 1.3 1.2 1.3 1.3 1.2 O 1,1 1.2 1.4 1.7 1.4 1.5 3.1 2.7 2.8 1.8 1.3 0.8 0.5 0. I 0 0.0 0.0 0.0 Z O + J I Q U SITE LIGHTING PLAN 0.0 �). .0 0.4 0.5 8 1.0 1.1 1.0 0.9 0.9 0.9 1.1 1.0 32.4 O' 1.2 1.1 1.3 3.0 3.2 2,7 1.6 1.0 0.6 0.3 0. 0. 0.0 0.0 0.0 AppRp�ED BY p Li- UTLD-PAl-40-727-U-T4W i �/--1 06 �Z C) aj (U)U oo MH: 12 0.0 .4, .0 0.2 0.4 0 5 0.6 0.7 0.6 0.6 0.6 0.6 0.7 I 0.5 �L CN o U 0- .7 0.8 1.4 3.1 3.6 2,3 1.2 0.7 0.4 0.2 0. I 0. .0 0.0 0.0 PLANNING BOARD N Lz El L�, O SCALE: 1.0 0.0 0.0 TOWN OF SOUTHOLD 0.0 Q93 0 0.2 0.2 3 0.4 0.4 0.4 0.4 0.4 0.4 0.4 0.3 0. 0.5 0.7 .0 8 0 0.1 - TRUE NORTH + ? +_ - + + + + �2 0,2 + + + + 0 + + + + + o + DATE I 0.0 0 0.1 0.1 - - 0 0.0 0.0 0.1 0.3 0. 0.4 5 V. ®0 0.0 0.0 I lNv� SCALE , 1 " - 20�-0" w { I PROJECT + 0 a .0 � 6 0 o + 0 0 0 0 F 0 .1 .1 b.l o.l .l 0.1 0.1 .1 .1 0.1 .1 0.1 .1 0 0 0 0.0 .1 .2 .2 .0 3 0 b.o --b.o b.o o,o NORTH W Z DRAWN BY: o 0.0 0.0 .0 0.0 o.0 0.0 0.1 0.1 0.1 o.l 0.1 0.1 0.1 6.1 0.1 0.0 + .0 0.0 0.0 0.0 b.l 0.1 0.1 .5 + 0.0 0.0 0.0 0.0 b.o 20 10 0 20 40 PS �aeo AgCy ,-- 0.0 0.0 .0 b.o 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.o 0.0 0.0 0.0 o.o 0.o 0.0 0.1 .2 0.3 0.3 0.3 0.2 0.2 0.1 6.1 0.0 0.0 + 0 0.0 0.0 N74°50-0 °w CHECKED B ' ' a 4 CHAINLINK FENCE ALONG LINE 2,�0g,' � Y. N74050�0,0"W+ + + 241.64 SCALE IN FEET 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o.o 0.0 o.o Li`1ND0.Q,/ 0o,1.0 'o.o 0.0 o.o 0.0 RMC ry rr o.0 o.o b.o o.o o.o b.o o.o b.o o.o b.o o.0 o.o o.0 o.0 o.o o.o b.o o.o o.0 o.0 o.o b.o 0.o o.o o.0 o.0 o.0 o.o �51750 RZSIDUY TL� o b.o o.o 0.o FILE NO. s.�. RECEIVED 9NNFUf TO P.UPLIO WATER . �--- -- 0.o 0.o b.o 0.o 0.o 0.o 0.o 0.o b.0 o.o 0.o b.o 0.o o.0 0.o b.o b.o 0.0 o.o 0.o b.o 0.o 0.o t.o 0.0 o.o 0.0 0. 0.0 0. 0.0 0. o.o o.0 0.o APR 19 2023 PROJECT NO. DRAWING NO. + + + + + 16. S uth Town 7` 0.0 0.0 b.o b.0 0.0 0.0 0.0 0.0 b.0 o.0 0.0 0 +.0 0.0 o.o 0.0 0.0 0.0 0.0 0.0 o.o o.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 o o.o Planning Board I DATE: S L-001 SITE FLAN 15/04/2021 SC,AL.E: 1 "=20'-O" PROJECT ENGINEER: deCivi/Engineering B Construction Management de Bruin Engineering, P.C. 8-6 32 38 1400 Old Country Road-Suite 106 Westbury-New York-11714 7-4 16.513.1313 -516.579.2574 Fax ax 4'- ° I le" -le 44_3 3 2 ' It is a violation of Section 7209 of the New York State Education Law for any A C p person, unless he is acting under the A� A-a. A�O� Azar direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the ' 3 drawingwith the notation "altered by" WITH LANTERN TER 0 followed by his signature, the date of alteration and a specific description of the alteration. REF i l r II 0 L�j KITCHEN 0 H 16 A-Y04 I I DW DW SMALL GATHERING PLACE II - II PANTRY 15 I I II 1I9 ) II, REVISIONS DATE iA I I It8 - N I I I I I - N MEMORIAL GARDEN RESTROOM I I CL CL . 9A 98 �b FOYER - a 5 A-204 I I � Utz Ifd R 1�2� ENCLOSURE, REFER 7- DUCT 1 T I EA C1 Pa I ATTIC STAIR , _� ---- - TO MECHANICAL DRAWINGS �1 — �n v / 3-10�" 5 13 2 �p - ISSUED TO: CLOSET RESTROOM _N _ zi 1e 4N I A r v 1�) v " - I I TW10' A 2'-4" All DN ACCESSIBLE RESTROOM VESTRY O 124 II C 113 ---- r FDA DAs�O� _ JAN. CL \ �O N it1 123 W O 112 ` _ ACCESSIBLE RESTROOM le s C, -- `- - ENT Y VESTIBULE ,,, , CHANCEL O - N $ C 1-4 1-4 GALLERY O L MEETING ROOM -40 s III --P__ � /— BABY CHANGING STATION ON E-2 2 co DN ------------ 101 102 P CL - ;r 6CDX,) FIRST FL ELEv. CHANCEL - +0'-6" FL..ELEy. ,A ,e 3,9,�2„ „ 11-I� 5' 12'-4/„ 2 -- O PROJECT: LOBBY VESTIBULE 10 0 109 m m FIRST UNIVERSALIST SIDE ENTRY CHURCH OF n zz3-4 C � - 0 8 Aa m O SOUTHOLD DOUBLE HUNG WINDOW P� 51970 MAIN RD, -CI, -- SOUTHOLD, NY 11971 O \ O A II 1e6 le, ,es Q COVERED DUCT ENCLOSURE pG ENTRANCE DRAWING TITLE: A , St 0 P� CL ADMIN OFFICE CHAIR STORAGE MINISTERS OFFICE 5A 0 E :� I FIRST FLOOR PLAN e N A-103 ' CL 18" DEEP — SUPPLY CLOSET - (5)3/4" PLASTIC 6A LAMINATE SHELvE5 C r- l5'-I�„ 12, 4�" .I'-(�„ I 10,_3„ A P SCALE: N - -�- AP POVED 'B SCALE . 3/16��- 1 �_011 O O N — ---- -0 -- - -. PLA INVING BOARD TOW OF SOUTHOLD $ DRAWN BY: A a c D TE /-f I( �' 12�Z PS A-zel A zel A-zez A sez �REO Ai c /�5 NQ Nt•CAS, � l CHECKED BY: 8,_2„ 8' 8' 4'-1 e„ l l,_3„ 4,_3„ (0,_6„ (0,-(0„ 4,-3„ 8,-3„ I FILE N0. ! 15'-b" 13 12'-(o" 5- 0 5 10 - `� - 3 3 16 =1 -0 �.E EVE- - 8 APR 1 2023 PROJECT NO. DRAWING NO. PROJECT Southold Town-- _ J NORTH Planning Board DATE: A-102 FIRST FLOOR FLAN 15/04/2021 SG�4LE: S/IC" = 1 '-0" Copper Roof and 3 1/2" PVCColonial Trim on PROJECT ENGINEER: Finial at Cupola 3/4" X 8" fascia bd. Camelot I I RoofIn e �i " g d I n Engineering&Construction Management 1 PVC Cupola , ' I Shingle as Civi/ MFR'D. by GAF - de Bruin Engineering, P.C. with Casement � 3 1/2" PVC 1400 Old Country Road-Suite 106 6 half round Window Colonial Molding Color Royal Slate Westbury-New York•11714 gutters white on 3/4" X 6" fascia 516.513.1313 -516.579.2574 Fax bd. TOP OF PLATE — - ----- - - - T` " T` ^j' / T' TOP OF PLATE I^ .- .i '�' A J7, 1- ^) +25-3C,'_ J. , 1 a-. It is a violation of Section 7209 ^, ti:Il_;1 _ '^ J :. AL .; J i .l^ ; ^ i AT , 19-3° of the J J`J 1 I J_ 1 7 I 1'.`J-J J_ra :1J .l_: J'J ', ^ J. 1.J r r- C J _ �.J. .L ^ e Education y J z .,. ,.. ✓_. s- J_'_ „ \ �, ^., _J', : .. ) J JA,,. J New York State on Law for an ?7 'YT r AI LIr AJ :1 -t , ] Tti T : ^ 1Al I ,_- J, ._ ,I,1, ;: s ^1 .^. person, unless he is acting under the AJ','1 } :`J. `:,_7_,.. .,I, r^ �.. rI ..J�..' . 1, sa_Ir-IJ; ,,1.: i�_, )�^ . I l�-,J.J_.1.^,,J , J _ J-^,1.'T I .. _If.J-,J �:.1"_.I^ .�I.1 , IA ^ �,. I I r'r[ II . r ;T , a n_, A, :. . I ,-l�r fiIJ 7- a! rlJi '.T .;I.J , J_:.11,:- i=. J: ;/ �: i ;J-. J Jla ; . l A;.aJ T rL Tr r T direction i r YI J A,_>_, ,-JJ,^ ,J, �` _ l 12 / - 4 - J _.�_.J-,J [^;.,., z t, n of a licensed professional JI J1 I, 1,.-J / J I A i ,I J: J _ ti CA A , a__ Jl_J A nJ. J.i A A.,T ,I":J, I l �_- 1 T � :i .�` _ TJ. r_i.,11 I I :I; .; J.. onal 1` ) , •, 1 J I , "J r 1 'i ^J J J J'J 1J ^J J ! J JJ'-'z J ,r �;' z �Z r. A .z,,'z, 7 1J'A i JJ_J A r: J^}`[I 'I ` ' engineer, to alter an item,I r' h I' Tr1 I` JrT r,^,r, I h .f,_ J 12^J i 12 ,A. zz I" 9 y on this J.�J.T,J�J rJ- �J .J.-�" A.A,-.,ni ,A 7,,A.A,J ;lJ-, __ �A. J-A .I A A- _ _ �_�_.,I..., - 1 . I ,,.nr r ,J-:�J�,l�J-. .. ,�}i,A, .�J,J-, .,J /, ,,.A .-A " n J-,n T� ,i. ,,,.r:,A._... . _L _,.z;J.' , J.;.�:hJ J ,~a;_��_.;�-, .. , ., , . , ,a_^ .J ^ ;.'J' J,; ;�:'r;_J- ,,zJ" J 7 I,.J, j a_ J.J J / r _ drawing in any way. If the drawing is �T_T J : J T,J i r I-;.A,, ,,, ..i J A_l :_ 1 ~ A-I.,I 1,, [.:�, J_I A ,Ar. . J.A, J A,^-,, J A ,^,J.,J , ,, /. �•. ti.,s A.I^J } .a , ,. .1; a i ^_I,,., ; _ �'; [ . J I J.i_I i ., A . J 1 I, J i`, l ;'I, Y altered under the direction of a J / 1 ,_, J ;- i- `I I, .-lr ._JJ J aJ rs 1. , ,_: L - ai J1,_'- .,J J I, ',' L.-.. ,,J 'AI,:_T_ -.,, J r,1J,^ -_;a .A J-, .. '' ^IJ ' ^iJ,J I i,l. .I J_; :.I^ , ; .. . -J_ .:.I. ^7 ..- z J. rJIJ--;'a�. ;,_ _} LA ! 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J,, ,. , J J J _ r T': - IJJ, T J A rJ J J J " n = i i I REVISIONS DATE I , 0 � , I- a J J , 4 3/ X 4 White ,� to I 1 1 7J { I �C J� • r I J' 1 �I '-J. ,r:. r'� r' r TJr,A�-..I, I � N n ® PV_ C trim f II I I I I } PVC panel anel I I : I _--- - - 1 - I I. �__ J —_ TOP SLAB ELEYATIOE _ TOP OF SLAB ELEVATION 0=e ELEVATION AT GRADE — -- _ELEVATION AT GRADE -- --- -1'-—Y, 4, -2'-eY4" BOTTOM OF FOOTING r r J J--------------L_—_________—__-------_—___________----L—____________1--------------------------------------------J BOTTOM OF FOOTING ISSUED TO: 01ELEVATION- 3/4" X 4" Batten Bd. on 3/4" PVC RECEIVED I- Board APR 19 2023 TOP of PLATE h - - - - -- 2" W X 6" d X 6" �outhcld I oven -- I, ; a A, J,^ A 1 70P OF PLATE +29=3� J J . A is_ :�J_; -+ .Ji i J ^J .. 1 11. 'r 'IJ ti A r-J / PVC Corbel on9'3' — I�iclnn'C1C� �Oc3 Q 7J.,A.^ r~ T^ r r',-t I^ ..1 I ,"'�' i'� I ( J,- -j CI 1 1 r ' -[ -Y -- ^I ' + J I :,- a J„J,- J.J,�.. J ^J. 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II II DRAWING TITLE: 0 3/4 X 4 z z 1 j J'r ., T^ I, A : A JJJ' 1J .hzJ> ,_J, J J ^ I z A,, J, ^ A 1 ~1 3/4 X 4 Square JIJ_ J'I ;.TJ,'1 ;% it —�I .�\\ fascia bd. J ,I J .;,�, J Ili'JT.�J_ � , tit r' J J , h I.s , A �, � � , , J ti }J. ti,TJ I 1 Edge PVC Trim 'J J J.J' --- --- --- _ _ -`i r [ I'.J .;-I as I^ J1 ; .A J _I , J `A J ^� - 1 1_lI _ ..^ . l � TOP OF PLATE ^ _;1 r. J, ^� ^ !` /: `I --- J, J_. ,.J. , + � JJ A..' . '1r — - _-_- - - --- ELEVATION ; TOP OF PLATE NORTH R T H E L 12-8 I7I.,i f � I� ,�1,�, l 1 J. J,�[A J J :1 -J. 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L��. l � nI r, I DRAWING ," );..I ,J I. I I G TITLE: J A, L L I, \ T, {JJ_„ L^ tiI J.{JI` , I I J i 'J I i n , J.- n �.J"a-I,.� . i \� �! J A ,x. ., I J_J.1J AJ`Ii i.1Ti LJ A '.J.J , :II,T .,.IsIT JI :.l I ---- I.:[ _1-L J .�J J�� :�z),1'ti�l, J_ I.J.- T - [,s I a 1,',A.'l J I, 1 '_I J.I I L I A 11`Jn I '` . ,. J' ,J .T 1 I I I 1 I J A n J- J ,7 .n z, 1�'.i I _C l^] J �I "i .. " �nr", _T I,- SUUiYl01G TO—win n_1 I JJ I n " I"J" , J 1 J AJ' "1' I J'-\J i `11� J �I I I 1JI. I 1 J J;.' II.. : I f L }. ,n n,Z_:J. J, I'J I. J l J- I l; , I A J -J A \ ; I" -�, \ I _ z. .r . :'I C:- Planning Board % T ,: J- 'A,IJ 1II I I^ n nI' 1 "i` `1 9 I I" [ J . `1 I-x"L ,-A, I I T 1 _J. nJ, L A_. , J_:IA I n`/`J.'I .-" l 1 11.I � { J �J. J'J' �: I .I .'I`:` J , I r , , T I 1 T I 'I I l i I I, �A ,. �' 1J 1 "I J II.. '1 , I. , , A 1 I JI ' ,I. .A . ,. ^I'. A 1 n-11 A J n -I _ {r .'A n - W '\ .J4 } A , ,J, A J ,A „ - Ij 1: 1 ^I I r I I r i1 1\ i 'I"' 1 I i.1A. I 1 I IJ"I I'r J JI^ "A, I nxAJ l " 1`1 .J I IJ f, J T �a-, _A..1J.LA.,. , I n.'�� .I,I_ A.. /% I I 11 1 I i 1 ��' �,...,_ �. I . _Z 1_I �'1 J lAi JAI ,,_I �[, J ,I ' A TOP OF PLATE E \ I , I _ � / TOP OF PLATE 'I ; IA 1 - 12-8, -P A,J_{.. IJI ,, zJ , ' - - "kI AI , :'I ',° SOUTH ELEVATION ; + ' [ .I iTIIT.A_r i.J I I ' i�I-I�_ \ ,I J _1 .J ,Y[J J .,i ,J' { � +IZ'-8----- ,n " I I- 1 A A J' I', AI-tom;S1 J J A.A i I z'A'A J / I EAST ELEVATION rA I_._A, n`' '' JJ r i W. II I 1 ` A Z"'I I'an A- J.I ,A 'J'I.I _, \J, \ -I 1 \\ E BY \' �v P RHO T"1'I;J- I", I".l_ t, I' .I J_I \ lJ' I •I -1 \ ATTIC SU FLOOR V B ELE II A i 1 I 1 II J ,� I Ar1'J III ,- wA - I / . . / II -� I / I U i AT 1 J� AI I I' I 1^IJ; J1 ,1.t, �, 4 9 a / I' i 1�1:. `J J I J - I { : I 1 nn TOP OF PLATE ___— i�.D - ----L'C'-E - - - - -- r I 1 r 1 ,: 1 1 I I 1 I I I I' I � DOH — — — is I / Pt�dAt��'dl - 1 I � - 1 1 N 1 SCAL 1 11 1 , � I E I I I -- D ;� l 1�ON OF SOUTl�O�. I T O i i- I'I I 1 I I I I 1 I I,, iA —\ -= r N --i r' ( 1 1 \� IJI_JI J \ 1 \ H -- -L/ - 1' i 1 I I - A '-Owl D 2� 1 I I� `` �1 - AL 1 SCALE : 1 3/ 6 - 1 0 m N , . _ 11 I 1 1 — I , I 1 , I I I 1r -- 1 [,/�r .I , 11 , , 1 � ' i' - - _- I yM� N LJ� 1` TOP OF SLAB ELEVATION -- C - E-1 D E El ❑ ❑ TOP OF SLAB ELEVATION DRAWN BY: 1 1 PS I 1 I ! ! I i 11 I �� M•T' 1 ' I 1 , L i 1 1 CHECKED BY: Qom ° � L_ � J_ L- BOTTOM OF FOOTING ' -----— — - L,-----,, ---- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ----------------------------------------------------------- I ----------------� BOtr-- OF FOOTING p �+ �! -4'-I" I -4'-I r,- -- - R M C J 1 , FILE NO. tt PROJECT NO. DRAWING NO. (--e2 V T1e3 _ A-387 31164=1 1-0" DATE: A-302 SOUTH ELEVATION; EAST EL.:E�ATION 15/04/2021 5GALE: 5/1 C" = I '—O " PROJECT ENGINEER: WINDOW SCHEDULE d Per. i inFINISH SCHEDU E 13 C/v//Engineering&Construction Management ROOM ROOM FLOOR WALLS CEILING WAINSCOT BASE CROWN NOTES WINDOW ROOM ROOM QUANTITY RO MFR. FRAME KEY NOTES de Bruin Engineering, P.C. NAME NO MOLDING MOLDING TYPE NAME NUMBER SIZE NUMBER TYPE 1400 Old Country Road-Suite 106 VESTIBULE I V Y PAINTED SHEETROCK PAINTED SHEETROCK PAINTED PANELING PAINTED WOOD PAINTED WOOD V MEETING ROOM 1 6 INYL I"KO 1`'LANK AT WALK OFF MATT Westbury-New York• 5 714 PRO PLANK BOARDER # A 3'0 X 1-4 FG CASEMENT 516.513.1313 -516.579.2574 Fax MEETING ROOM 2 CALIVINYL PRO PLANK PAINTED SHEETROCK STAINED WOOD PAINTED PANELING PAINTED WOOD TRUSSES - STAINED WD OR PAINTED WD B CHAIR STORAGE, ADMIN OFFICE 4,6 3 2'-6" X 4'-5" TW2442 FG DOUBLE HUNG It is a72 of the CHANCEL 3 CALIVINYL PRO PLANK PAINTED SHEETROCK STAINED WOOD PAINTED PANELING PAINTED WOOD PAINTED WOOD 45" L X 1114" W MODEL# 19e45el4ee C MINISTERS OFFICE 5 1 12'-1" X 4'-5" (2) TW20421TW34421(2) TW2042 FG DOUBLE HUNG New Yorke ation State Educate oon n Law for any CHAIR STORAGE 4 CALIVINYL PRO PLANK PAINTED 5HEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 11/4" W MODEL# 19e45el4ee D VESTIBULE 8 2 I'-6" X 4'-1" CR14 FG PICTURE person, unless he is acting under the direction of a licensed professional MINISTERS OFFICE 5 BROADLOOM CARPET PAINTED SHEETROCK PAINTED 5HEETROCK PAINTED WOOD E ACCESSIBLE RESTROOM, DORMERS 1e,11 15 2'-1" X 2'-1" C12 FG CASEMENT engineer, to alter any item on this drawing in any way. If the drawing is CL 5A PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD F SMALL GATHERING PLACE 15 2 1'-6" X 3'-13" (3) TW243(o FG DOUBLE HUNG altered under the direction a ADMIN OFFICE fo BROADLOOM CARPET PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD professional engineer, the alItt ering G KITCHEN lb 4 2'-1" X 3'-9'" TW2436 FG DOUBLE HUNG engineer shall affix his seal to the drawing with the notation "altered by" CL &A PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD H RE5TROOM 20 1 I'-9" X 4'-1" C14 FG CASEMENT followed by his signature, the date of LOBBY 1 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD 48" L X 11/4" W MODEL# 19e45014e0 alteration, and a specific description I ADMIN OFFICE b I 3"-1"' X 3'-9"' TW21036 FG DOUBLE HUNG of the alteration. CL 1A CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 1114" W MODEL# 19e45el4e0 J MEETING ROOM I 1 0 4'-0" FR4e FG CL 15 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED 5HEETROCK PAINTED WOOD 48" L X 11/4" W MODEL# 19e45el4ee K ATTIC 23 2 8'-e" X 4'-I" TW2031e1TW2103101TW20310 FG DOUBLE HUNG ILANK AT WALK OFF MATT VESTIBULE 8 PRO PLANK 50ARDERvI PAINTED SHEETROCK PAINTED 5HEETROCK PAINTED WOOD PAINTED WOOD 15ECALIVINYL BOARDER „ u # 71�Q45el4ee L ATTIC (DORMER) 23 1 1'-1" X 3'-6" GI35 FG CASEMENT GALLERY 9 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD 48" L X 11/4" W MODEL# 19e45e14e0 rm- CUPOLA T_ 4 2'-5" X 5'-1" CWI5 FG CASEMENT CL 9A CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 45" L X 11/4" W MODEL# 19e450I4ee CL 95 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 45" L X 11/4" W MODEL# 19045014ee ACCESSIBLE RESTROOM le CERAMIC TI PAINTED SHEETROCK PAINTED SHEETROCK 5EAD50ARD WAIN PAINTED WOOD PAINTED WOOD MARBLE THRESHOLD ACCESSIBLE RESTROOM 11 CERAMIC TILE W PAINTED SHEETROCK PAINTED SHEETROCK 5EAD50ARD WAIN PAINTED WOOD PAINTED WOOD MARBLE THRESHOLD REVISIONS DATE JAR CLOSET 12 PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD STAIR 13 CA VIVINY E PRO PLANK AT F OOR AINTED PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PINE TREAD$1RI6ER5 AT 5TAIR SMALL GATHERING ROOM 15 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD W MODEL# KITCHEN 16 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 1114" W MODEL# 19045014ee FOYER 11 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 1114" W MODEL# 19e45el4ee RESTROOM 18 I CERAMIC TILE W/MARBLE THRESHOLD PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD SOURCED AT LOWE$" V VESTRY 19 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 11/4" W MODEL# 19e45el4ee RESTROOM 20 CERAMIC TILE W1 MARBLE THRESHOLD PAINTED SHEETROCK PAINTED 5HEETROCK PAINTED WOOD SOURCED AT LOWES" CL05ET 21 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED 5HEETROCK PAINTED WOOD 48" L X 11/4" W MODEL# 19e45el4ee ISSUED To: SIDE ENTRY 22 DOOR SCHEDULE DOOR ROOM ROOM INT/ DOOR DOOR DOOR FRAME HARDWR LABLE KEY NUMBER NAME NUMBER EXT. TYPE SIZE CONST. TYPE TYPE RATING NOTES lei VESTIBULE I EXT DI (2) 3'-0" X 8'4' - GLAZED LOW E GLASS - (2) 1' X 8 MATCHING SIDELITES kFLAT PANEL SQUARE 102 MEETING ROOM 2 INT. D2 (2) 3'-0" X 8'-e" MDF WD - STICK STICKING)O Y - - 33 - - 55 1e3 VESTIBULE I EXT. D3 3'-0" X 8'-e" MDF WD - - F15ER-G 55IC-M HOGANY COLLECTION AS MF 'D PY T MA-T U - (o LITESDL 12 PA ;L 15 K R ENLIT91N FLUSH GLA D LOW E GLA55 00 G Y I - I G - 3300 - C- Q 104 RESTROOM 20 INT. D4 2'-8" X 8'-e It MDF WD - STICK STICKING) 105 CLOSET 21 INT. D4 2'-B" X 8'-e it MDF WD - - PREMIUM MDF DOORS AS MANUFACTURED Y TRU5TILE - FAINT GRADE - T533eO - - 55 (FLAT FANEL SQUARE STICK STICKING) PREMIUM MDF DOOKS AS IMANUFACTURE7 Y TRU5TILE - PAINT GRADE - T533ee - C-55PROJECT: le(o CHAIR STORAGE 4 INT. D5 (2) 3'-e" X 8'-e" MDF WD - STICK STICKING) lei MINISTERS OFFICE 5 INT. D6 3'-e" X 1'-0"' MDF WD - - PREMIUM MDF DOORS AS MANUFACTURE13 Y - G - 33 0 - - Q FIRST UNIVERSALIST STICK STICKING) lea ADMIN OFFICE 6 INT. D(o 3'-0" X 1'-e" MDF WD - - PREMIUM MDF DOORSY TRU5TILE - FAINT GRADE - T533ee - C-65 kFLAT FANEL SQUARECHURCH OF STICK STICKING) 10(5 VESTIBULE 8 EXT. D1 3'4' X 1'-0" MDF WD - - GLAZED LOW E GLA55 - (2) 1' X 8' MATCHING SIDELITES - 6 SOUTHOLD 110 LOBBY 1 INT. DS 3"-0" X 1'-0" MDF WD - - STICK STICKING)00 Y - - 33 - 51970 MAIN RD, 111 ACCESSIBLE RESTROOM 10 INT. D(o 3'-0" X 1'-0" MDF WD - - STICK STICKING)DOORSY PREMIUM MDF TRU5TILE - FAINT GRADE - T533ee - C-55 kFLAT PANEL SQUARE SOUTHOLD, NY 11971 112 JAN. CLOSET 12 INT. D4 2'-8" X 1'-0" MDF WD - - PREMIUM ME7 C50OR5 AS MANUFACTURED Y TRU5TILE - FAINT GRADE - T533ee - C-55 (FLAT PANEL SQUARE STICK STICKING) DRAWING TITLE: 113 ACCESSIBLE RESTROOM 11 INT. Dlo 3'-0"' X 1'-e" MDF WD - - PREMIUM00 Y - I G - 3300 - - SQUARE STICK STICKING) 114 STAIR 13 INT. D9 3,4' X 1'-e" MDF WD - IH RATED STICK STICKING)PREMIUM MDF FINISH BY I - G - 3300 - C- SQUAREFINISH SCHEDULE; II5 GALLERY 9 EXT. D1 3'-0" X i'-0" MDF WD - _ FIBER-G SSIC-MAHOG NY COLLECTION AS MFR'D Y TH RMA-TRU - (o LIT SDL 1 2 PANEL SHAKER NLITEN FLUSH GLAZED LOW GLASS DOOR SCHEDULE III SMALL GATHERING ROOM 15 INT. D& 3'-0"' X 1,4, MDF WD - STICK STICKING)00 Y - - 3300 - I I S KITCHEN 16 INT. D6 3,4' X 1'-e"' MDF WD - - STICK STICKING)PREMIUM MMF DOORS A$ MANUFACTURED 15Y G - 33 - - RECEIVEDEAR 119 KITCHEN Ib INT. DI0 (2) 3"-0" X 8'-e" MDF WD - - PREMIUM00 BY I - G - 3300 - C- SCALE: STICK STICKING) 120 FOYER 11 EXT. D1 3'-0 X 1'-e" MDF WD - _ FIBER-G A55IC-MAHOGANY COLLECTION 023 AS MFR'D Y THERMA-TRU - 6 LITESDL 12 PANEL SHAK R NLITEN FLUSH GLAZED LOW GLASS 121 MEETING ROOM 2 INT. D11 (2) 3'-0" X 8'-0" MDF WD - - 00 G Y - I G 3300 - G-55 kFLAT PANEL SQUARE PREMIUM MDF w i SCALE: NTS STICK STICKING) rd PREMIUM M7 C-55 kFLAT PANEL SQUARE 122 MEETING ROOM 2 INT. Dlo 3"-0" X 1'-0" MDF WD - - STICK STICKING) O ORS AS MANUFACTURED Y - G - 33 - 123 CHANCEL 3 INT. D6 3,4' X 1'-0" MDF WD - - PREMIUM MDF DOOR& AS MANUFACTURED Y I - - 33 - - A STICK STICKING) 124 VESTRY 19 INT. D(o 3'-e" X 1'-0" MDF WD - - PREMIUMOORS AS MANUFACTURED 5Y TRU5TILE - FAINT G - T633ee - C-65 kFLAT FANEL SQUAREAPPROVED BY DRAWN BY: STICK STICKING) 125 RESTROOM IS INT. D12 1'-8" X 1'-0 MDF WD - - I 00 G Y I - G - 33e0 - C- Q PLANNING BOARD PS �Eo aq STICK STICKING) TOWN OF SOUTHOLD �oa"cy�� CHECKED BY: DATE L� I ( q 1-.02::3 RMC —� FILE N0. PROJECT NO. DRAWING NO. DATE: A-6 01 FINISH SGHEDUL.E; 1:;)OOR SGHEI�)ULE 15/04/2021 SGALE: NTS g1 '� GENERAL NOTES / LEGEND EXISTING PROPOSED zzl"' ly 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE A TOWN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. 2. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY KENNETH M.WOYCHUK DATED JUNE 15,2016. VERTICAL ' 5/ / ��' v �� • O DATUM IS APPROXIMATE NAVD 88. p O DOWNSPOUT DRYWELL W/INLET,SOLID COVER OR CONC.COVER O O O S� ( (SEE ARCHITECTURAL PLANS) 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF �/ 2�0 iJ m T GAS SERVICE -GAS-GAS-GAS- -Gas-GAS-GAS- WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND / oy DRYWELL A 2 o c n ��• 6" by �L� �� DOWNSPOUT ADAPTER(ADS > MUST BE CONFORMED ACCORDINGLY IN THE FIELD. 6'0 X 5'DEEP DRYWELL G"5 °° > >v 2 OR APPROVED EQUAL) o WATER SERVICE - - - - - - -•-•-•-•-•- //Q a WI SOLID COVER G�5// (SEE CHART FOR PART NUMBER) 0 4. A MINIMUM SEPARATION OF TEN(10)FEET HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED DRYWELL A-1 RIM 29.0/ s+v \ o DRAINAGE PIPE D BETWEEN WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. _ _ _ _ _ _ ___ 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. / 0 6'0 X 5'DEEP /�61 \\ ROOF DRAIN 9 WI SOLID COVER sc tiny. / ° p v \ �cfl 6, ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND RIM 28.7/G�.��, : � � ���;a�N `�o � f DRYWELL B-1 G� e° p c\\ CONTOUR 25 FEDERAL LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE 1 8'0 X 12'DEEP DRYWELL 5///j / .96 F�� �o / \ MATERIALS OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. ° WI SLOTTED GRATE � / v��+�° s. \, PROPOSED GRADE RIM 28.0 c� BUILDING ENTRANCE e INV 25.3 ti //CATCH BASIN B•2 °\t5��` /i�� 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, /<� ^ I ����5 `6 °J "-co 450 BEND(MAX.) DROP INLET PROTECTION TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS o 2 / RIM 28.2 I F TEST HOLE SHOWN ON THE PLANS. CONC. '/ 24 \G INV 26.1. �\ O _ 9 J��\�\�0tig. sp p5�� PROPOSED I/A OWTS 6"ADS PIPE(LENGTH VARIES) DATA 1 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY STRENGTH CONCRETE. / 9IDEWALK(TYP.) 'y� / 5 \ ;\ CATCH BASIN to / �kOPOSED ELECTRICA �� 8 @'2.67�� C.O. o EL.28.0 AND WATER SERVICE"BY ' �� //~' / \ ti�k SNAP CONNECTION > C FLOW ARROW -{> 0.0 9. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% z 450 BEND(MAX.) 5 FINE TO MED. DARK MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY OTHERS" UNDER SEPARATE G� v� / //� 11 \ .28.5'\ . ' O \ BROWN SILTY FINE STANDARD PROCTOR TEST. PART# PIPE SIZE A B C n ©� �ITILITY HIGHWAY WORK !;RAVEL W)4LK FIUJI CLEAN I/A UNIT o 00 SAND(SM) 10. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF 0 o I I cc ,E 1 / V? 0365AA 3" 2.50" 325" 4.00' z FINE TO MED.DARK WORK. THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND F I PERMIT FROM THE DOT m /P / �' 38.p "_ 0464AA 4" 2.50" 3.25" 475" o '/ Rj � °e� ?a w / � 1 „ ��2- it o. 28.8 287 \ S O465AA 4" 325" 4.50" 5.00" � 4.0 6"ROOF DRAIN LATERAL o LEACHING POOL 1 0466AA 4" 2,56" 2,56" 4,63" z "p TC 28.4 WITH WYE(TYP.) BROWN SILTY SAND MUST BE CONFORMED ACCORDINGLY IN THE FIELD. �00 G s 6'0 DUCTILE IRON PIPE \ BC 279 0664AA 6" 3.62" 5.63" 6.43" SPOT GRADE 24.5+ 11. A MINIMUM SEPARATION OF TEN 10 FEET HORIZONTAL AND EIGHTEEN 18)INCHES VERTICAL IS TO BE MAINTAINED I zz7 s 2s TEST HOLE g �� � � 0664AC* 6" 3.62" 563" 6.43" (SM) ( ) r 27s 3?0' 2 + 9 \ *Part 0664-AC is PVC NOTE: 6"PVC PIPE MAYBE DISTANCE VARIES FINE TO MED.LT. 6'0 BETWEEN WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. ry ( 294 \ USED WHEN A DOWNSPOUT IS (SEE GRADING AND SANITARY MANHOLE o BROWN RUST 29.5+ PROPOSE -STORY�H�RGIi CC TC28,3 CONNECTED DIRECTLY TO THE DRAINAGE PLAN) Q NE I I e 27.75 ° UNFINISH D CRAWL SPACE e \ 8 DRAINAGE STRUCTURES. BROWN FINE SAND 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. TUCKERS LA ME H.0 LY O O "�� TOP/BOT.CURB ELEV. TC 28A ) 13. ALL DRAINAGE PIPING MATERIAL TO BE ADS N-12 SMOOTH INTERIOR CORRUGATED POLYETHYLENE PIPE AS ( ) ,Bra of BC27.s (SW) I 29. F.F. 9.5 \ - / Is8 �' - 8.0' 290, O 6 4 CLEANOUT FINE TO COARSE MANUFACTURED BY ADS OR AN APPROVED EQUAL. INTERCONNECTING DRYWELL PIPE SHALL BE MINIMUM 12"DIAMETER o I DRYWELL C-1 / I \ 92 3,967 SF 8 \ '�(\ rod ' ROOF DRAIN ADAPTER D ETA I L cb RUST/PALE BROWN OR AS NOTED ON PLANS. ALL PIPING TO HAVE MINIMUM 12"'OF COVER. 6"PVC PIPE MAY BE USED TO CONNECT ROOF 8'0 X 5'DEEP DRYWELL o®� a, 28 DRAIN I SAN CROSSING Zs"� \ '/ N of $ DRAIN LEADERS DIRECTLY TO DRYWELLS. Ne W/SOLID COVER N \ o b o \ - TC27.9 28- PROPOSED KITCHEN NIOTTOSCALE SAND(SW) RIM 28.8 I BOO.WASTE LINE EL.24.2 0 29 a Bc 27.a I, SEWAGE DISPOSAL 10.0' 14. ALL ROOF DRAIN DOWNSPOUTS SHALL BE CONNECTED DIRECTLY TO THE PROPOSED ON-SITE DRAINAGE SYSTEM. �M� � � TOP DRAIN LINE EL.24.7 o O � TC 28.1 \ FINE TO COARSE DOWNSPOUT LOCATIONS SHOWN ON THE PLANS ARE APPROXIMATE,ADDITIONAL ROOF DRAIN LATERAL PIPE AND 5' � 2s I ►cy SYSTEM 18"x 18"x 8" FITTINGS TO BE PROVIDED AS NECESSARY TO CONNECT ALL ROOF DOWNSPOUTS. a DRYWELL D-1 BC 27.s �8 \ . , 2e.s 13 0, a \ CONCRETE PAD PALE BROWN SAND 15. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT EX.CATCH BASIN WITH CURB FRA ETO REMAIN (� I \\ 28 4 28_ za.e 8'0 X 6'DEEP DRYWELL rc 27 Q TC 28.1 W/#4 REBAR CAMBELL FRAME&COVER OR AN APPROVED EQUAL SOME-COARSE TO ,. 1 c W/SOLID COVER Bc 27.2 Bc27.s EACH SIDE LARGE GRAVEL SW (END CURB AT TRUCTURE) I __ - 281 w 2.3 RIM 28.7 2 PLUG OR STOPPER ( ) THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS J EMPLOYED IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW v �N o� IV I TRENCH DRAIN E-3 f S' EP DR (7 PARKING 0 w C 12"W.TRENCH DRAIN W/SLOTT Tc 28.o rc 2s 2 rc 28 o w z in Q ,\/,\/ \/\/\/� 15.0' YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL". SLOTTED GRATE �3 RIM 26.5 Bc27.5 BC 27.s MED.TO COARSE DRYWELL F-4 Bc 2z7 M ET EX.CURB I% _RIM 2 . 26 INV 2 810 x 10'DEEP DRYWELL _ w PALE BROWN SAND TC25.2 rC27a Tc27a z ��m DRAINAGE CALCULATIONS: BC 23.8_ ?s INV-21.5 WI SOLID COVER BC 26.9 N m x PVC SCR-35 RISER AS REQ'D OR AN -SOME FINE TO BC 25.7 BC 27.3 I z TC 27.9 ¢ ■ TC 27.5 �o > APPROVED EQUAL SMALL GRAVEL(SW)� � 2 RIM 26.9 BC 27.4 � p•- d 14 <�// ■i TC 2a.7 o- o- 276 22 y 27.0 \ I p THE PROPOSED ON-SITE DRAINAGE SYSTEM TO PROVIDE STORAGE FOR A 2"RAINFALL. �C 24.2 i BC 271 ASPHALT DRYWELL F-3 woo o i \ \ STORAGE TO BE PROVIDED IN 8'DIAMETER DRYWELLS PROVIDING 42.24 CF PER i b PARKING \ 8'0 X 10'DEEP DRYWELL 0_~ FINE TO MED.LIGHT 22.0 VERTICAL FOOT OF STORAGE AND 6'DIAMETER DRYWELLS PROVIDING 22.3 CF PER PROPOSED " ) s WI SLOTTED GRATE U_U o ENCH DRAIN I w / u^; i TC26.5 TC2�.55 p �D 27�� RIM 26.5 i, N 45 BEND 22.6(EL.5.4 HIGHEST EXP. GROUNDWATER PER USGS WELL S16780.1) BROWN SAND- VERTICAL FOOT OF STORAGE, THE DESIGN IS BIASED ON THE FOLLOWING RUNOFF 11 BC 26 0 BC 27.5 \w C7 COEFFICIENTS:ROOF 1.0,ASPHALT PAVEMENT 1.0,GRASS PARKING&GRAVEL WALK __� 5 o- --r> o INv22.9 z Ulu, PLUG WYE UNTIL 24.0(EL.4.0 GROUNDWATER ELEV.) SOME FINE TO 0.70AND LANDSCAPING 0.10. TC 25. � 25.9 G0.5 - BC 25.2\ \\ i rc 2z2 Z o CLEANOUT IS II�I� T EX.CURB GAS ^G Q V LARGE GRAVEL(SW) DRAINAGE AREA"A-1" ;� ' I Tc2ae -Gas-�s `�� �- \ \ � 27 BC J INSTALLED ROOF DRAINAGE COLLECTION LINE 27.0 oao BC 243 ' 27 TC 27.o DRYWELL F-2 (SEE PLAN FOR SIZE) TESTHOLE BY MCDONALD STORAGE REQUIRED: BC 23.9 rC z5.2 TIC .a I o \ \ ` BC 26 5 ROOF AREA: 556 SF X 1.00 X 2"/12=92.7 CF m BC24.7 BC25.9 I ,n \ I 8'0 x 10'DEEP DRYWELL GEOSCIENCE DATED 10/18/18 99 � 32 4 7.0' WI SOLID COVER GROUNDWATER ENCOUNTERED 92.7 CFI 22.3 CF/VF=4.2 VERTICAL FEET REQUIRED 6 a Z o ASPHALT RIM 26.7 24'BELOW GRADE �C25.2 PARKING � INV 22.9 (PLUG jN\\�� STORAGE PROVIDED: TC 24.s X° wDRYWELL F-1 45*WYE FITTING USE 1-6'0 DRYWELL @ 5 VF EACH=5 VF>4.2 VIF PROPOSED ELECTIR C L SERVICE BC24.1 DROP CURB \ TC24,6 \ O I /I I M 8-0 X 10'DEEP DRYWELL "BY OTHERS" UND IR EPARATE © BC24.1 B �^'� BC24.7 ' ; Tc264 �h Tc27rGJ W/SLOTTED GRATE I Bi.2sao I ■ CLEANOUT DETAIL DRAINAGE AREA"A-2" 116 I v BG26.5 I RIM26.0 STORAGE REQUIRED: UTILITY HIGHWAY 0 K PERMIT "" 25 o y I ROOF AREA: 556 SF X 1.00 X 2"/12 =92.7 CF ( m ) INV 22.9 NOT TO SCALE F�tO THE DOT � m � +22.5 +22.5 \ �� J`� \ ��� �� \ PROPOSED PERVIOUS PARKING �� ��°� 92.7 CFI 22.3 CFNF=4.2 VERTICAL FEET REQUIRED ��. 23 26.5 I 1 GRASSPAVE2 OR APPROVED EQUAL DRYWELL E-2 0�F� \ _•__--'_-__"` � I � 24 `-"�•=2s.e��, II (SEE DETAIL ON SHEET C-2) � ��� USE 1�-6E0 DRYWELL @ 5 VF EACH=5 VF>4.2 VF 8 iX 8'DEEP DRYWELL - W!SLOTTED GRATE ' N N74"50'00"W 4' cHniNUNv FENce �oNc LINE 247.04' D B D ■ F RAIN GARDEN E-1 CATCH BASIN F•7 RIM 23.0 LAND N F OF B DRAINAGE AREA"B" INV 19.3 H.W.L EL.24.0 SLOPE PARKING AREA PROPOSED RIM 26.2 51750 ROUTE 25 LLC ° STORAGE REQUIRED: BOT.EL.22.5 DIRECTLY TO RAIN GARDEN IIA OWTS INV 23.5 a;: . VOLUME=1,118 CF S.F. RESIDENCE D •• ..+.;; ;'•.,:,•'•' ROOF AREA: 1,459 SF X 1.00 X 2"/12=243.2 CF CONNECTED TO PUBLIC WATER ..• ;: .: GRAVEL WALK AREA: 674 SF X 1.00 X 2"/12= 112.3 CF PAVEMENT: 770 SF X 1.00 X 2"/12=128.3 CF SITE PLAN A � � =483.8CF 483.8 CF 142.24 CF/VF=11.5 VERTICAL FEET REQUIRED SCALE:1"=30' GROUND SURFACE OR ISOMETRIC VIEW SOILS WITHIN 12"OF PAVEMENT PAVEMENT SUBGRADE(WHERE 2"HOLE FOR BOLTING STORAGE PROVIDED: SUBGRADE COMPACTED TO 95% APPLICABLE) D 4 USE 1-8'0 DRYWELL @ 12 VF EACH=12 VF>11.5 VF OF MAXIMUM DENSITY PLAN VIEW g _._J o RAINAGE AREA"C" STORAGE REQUIRED: ROOF AREA: 1,153 SF X 1.00 X 2"l12=192.1 CF 192.1 CFI 42.24 CFNF=4.5 VERTICAL FEET REQUIRED '.,.SOILS IN EXCESS OF 9 BELOW PAVEMENT SUB- \\/�\�i C GRADE COMPACTED TO 90% �!\//�/ OVERSIZED HOLES CAST IN WALLS-PIPE TO BE STORAGE PROVIDED: SECURELY GROUTED IN PLACE BY CONTRACTOR . . . • . . USE 1-8'0 DRYWELL @ 5 VF EACH=5 VF>4.8 VfF .•'. ••'. �////\\ IN FIELD(PIPE SIZE+LOCATION TO SUIT) w �\j\\/j\ \j�\j� DRAINAGE AREA"0" \\ \ DISTURBED D STORAGE REQUIRED: FINAL BACKFILL EARTH �- SECTION"A-A" SECTION"B-B" ROOF AREA: 1,438 SF X 1.00 X 2"112=239.7 CF > ��\\;�\�. .• . . .• '. •'•'. •• :TO BE PLACED IN.•'. ••'. • ... /\\/\\ NOTES: DIMENSION SCHEDULE 239.7 CFI 42.24 CFNF=5.7 VERTICAL FEET REQUIRED 6-0" ��\\/\\ 12"LIFTS \�/�// GALVANIZED STEEL GRATING ALSO AVAILABLE A=12" THROUGH 48" CORRUGATED SEE PRECAST STRUCTURE NOTES FOR \\/\\/ :.'. >\\/\\• -CONCRETE TO TEST PSI @ 28 DAYS B=LENGTH AS REQUIRED 4'-0"MINIMUM STORAGE PROVIDED: REINFORCING REQUIREMENTS. � \ \� .• . • . • .:.•. • . • . • . • . •• . j/\ POLYETHYLENE PIPE(BY -60 GRADE REINFORCEMENT C=DEPTH AS REQUIRED USE 1-8'0 DRYWELL @ 6 VF EACH=6 VF>5.7 VF ADS OR APPROVED EQUAL) D=6"OR 8" >;j�//\\ "=OTHER SIZES AVAILABLE AS REQUIRED DRAINAGE AREA"E" \\j\\j STORAGE REQUIRED: INSTALL DUMMY RINGS AND/OR DOME AS 10 i /i.i / / // INITIAL BACKFILL, NECESSARY TO BRING PROPOSED \\/\\// // �\ \\\\ 6"-12" PRECAST MANUFACTURING CO. LLC PAVEMENT AREA: 7,249 SF X 1.00 X 2"112=1,208.2 CF , �•+ ROOF AREA; 378 SF X 1.00 X 2"/12= 63.0 CF STRUCTURE TO GRADE HEAVY DUTY MANHOLE FRAME AND w //\// �:/\ ABOVE TOP OF PIPE. SLOTTED COVER CAMBELL FOUNDRY CO. a ,\\\j \��\\� = 1,271.2 CF MIN.2BRICK PATTERN No.13830RSOLIDMANHOLE a w /\//�// \//\// SPRINGLINE TRENCH DRAIN (OR EQUAL) w \\j\\j \\j\y STORAGE PROVIDED: COURSES COVER PATTERN No.1012A-TYPE C OR AN pME j�� \\/// \/ /' NOT TO SCALE USE RAIN GARDEN =1,118 CIF r APPROVED EQUAL. USE 1-8'0 DRYWELL @ 8 VF EACH= 338 CF ,.-. CONCRETEAS NECESSARY FINISHED GRADE O j'//�j j / \��"LLACAST IRON FRAME+GRATE =1,456 CF>1„271.2 CF \/\/ DRAINAGE AREA"F" r- \\. BACKFILL PLACED ALTERNATELY IN 6"x 6"W4NV4 W.W.M. STORAGE REQUIRED: r 0 0 0 o o 0 0 0 0 0 6 LIFTS ON BOTH SIDES OF GRASS PARKING AREA: 1,860 SF X 0.70 X 2"/12= 217.0 CF APR 1 3 2023 \\//\�j/ 00000 00000000000 ,,��j�j� PIPE TO SPRINGLINE ELEVATION 24" N \\�! 0 0 o D o D 0 0 0 0 0 0 0 0 0 0 \�\\j PAVEMENT AREA: 10,683 SF X 1.00 X 2"112=1,780.5 CF � a, \//,// o 0 0 0 0 0 0 0 � ROOF AREA: 429SFX1.00X2"112= 71.5CF �SOUthold Town LL C� \//��/ 0�0-0-000�0�0�0�0 i\%i\// PLAN VIEW Z \\'\\ _ 9.0 CF Planning Board r- ¢ , Yj ,>/•y/ �/ yjv/ �/ /j y/ yji/ >//\/ 3" 18" 3" 2 i2°ee °=w 06 t2r0CP�70Fi m PRE-SHAPED FOUNDATION OR FLAT / ���\/<�j\\/�\j\\j�j�j\\,�j\\j�� �! BEDDING(CLASS I, II OR III)WHERE 12"&18" sR FOUNDATION WITH BACKFILL TAMPED INTO \\/\\ \!\\l\!\/\/\// //`//" UNSUITABLE MATERIAL IS RISERS 14" -I I 2,069.0 CF 142.24 CFNF=48.9 VERTICAL FEET REQUIRED 2,3 OR 4 FOOT SECTIONS ASREnu{REo. ///// /, / / / / / AS NECESSARY PIPE HAUNCHES,AT CONTRACTORS ENCOUNTERED DURING EXCAVATION AS REQ'D STORAGE PROVIDED: WRAP WITH 6 OZ.(MIN.)NONWOVEN DISCRETION. O.D.+24 MAX. OF PIPE TRENCHES AS REQUIRED IN 4 USE 5-8'0 DRYWELLS @ 10 VF EACH=50 VF>48.1 VF ENTS GEOTEXTILE FILTER FABRIC AND AT 3 NOTES EE ASTM D2321 LATEST EDITION. TOP OF COLLAR BY MIRAFI OR AN a 2" 6/23 TOWN SEE PRECAST STRUCTURE APPROVED EQUAL. PRECAST DRAINAGE = F 0 Z 1. CLASS I, II, III OR IV COMPACTED BACKFILL MATERIAL REQUIRED IN ALL PIPE APPLICANT �PP�'.®vED �`� 11/2/23ARCHTCREVMSIONS c� a o g � REVISIONS NOTES FOR REINFORCING SHEET PILING AS REQUIRED-_- RINGS w w o n ZONES, PER USCS(UNIFIED SOIL CLASSIFICATION SYSTEM). FIRST UNIVERSALIST CHURCH OF SOUTHOLD PLANNING BO�JRD REQUIREMENTS w E a PO BOX 221 J U EXCAVATE AND BACKFILL3 FEET AROUND `.: a w 2. THE CONTRACTOR MUST PROVIDE SHEETING AND BRACING OR A SHEETING 2" SOUTHOLD,NY 11971 TOWN Q� SpUTHOLD �F NEW 4".MIN.: v c� a 18" 18,, 13" 14"SQ. `F, LEACHING RINGS WITH SUITABLE POROUS `� o BOX IN ACCORDANCE WITH LATEST OSHA REGULATIONS. THE TRENCH �P Epp 4 MATERIAL AS APPROVED BY THE ENGINEER. a w 14"SQ. WALLS MAY CUT BACK TO A 1:1 SLOPE OR THE NATURAL ANGLE OF `` Plans are prepared b Condon Engineering,P.C. It is a violation of the DATE ''I ( C1 12"MIN. REPOSE FOR THE SOIL WHICHEVER IS GREATER AT THE DISCRETION OF THE p p ya 1 . New York State Education Law,Article 145,Section 7209,for any -� #..•;�- ! • �y •, ENGINEER. >" a a person unless acting under the direction of a licensed Professional Engineer,Architect,or land Surveyor,to alter any item in any way.If n I W :ate 3. WHERE PIPE IS INSTALLED WITH LESS THAN 2'OF COVER,ALL BACKFILL an item bearing the seal of an Engineer,Architect,or Land Surveyor is " 4" 4" altered,the altering Engineer,Architect,or Land Surveyor shall affix to 081912 MATERIAL THROUGHOUT THE PIPE ZONE IS TO BE CLASS►MATERIAL. the item his/her seal and the notation"Altered by"followed by his/her FOA z o. signature and the date of such alterations,and a specific description of RQF Q�Q .z 4. WHERE THE TRENCH BOTTOM IS UNSTABLE,THE CONTRACTOR SHALL ESSI ENO SECTION VIEW NOTES: PLAN VIEW the alteration. S.C.T.M.: DIST.1000 SEC. 63 BLK. 6 LOT 6.1, 6.2 EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH A -CONCRETE:4,000 PSI @ 28 DAYS o. - FOUNDATION OF CLASS I OR II MATERIAL AS DEFINED IN ASTM D2321, REINFORCING:AS PER ASTM A-185 6"x FIRST UNIVERSALIST EXCAVATE A MINIMUM OF 6'INTO 6"W4NV4 W.W.M. , VIRGIN STRATA OF SAND AND STANDARD PRACTICE FOR INSTALLATION OF THERMOPLASTIC PIPE FOR -WEIGHTS: Condon Engineering P.C.GRAVEL OR TO BOTTOM OF DRYWELL SEWERS AND OTHER GRAVITY-FLOW APPLICATIONS,"LATEST EDITION;AS -CATCH BASIN:645 Ibs Scale:AS SHOWN , CHURCH OF SOUTHOLD WHICHEVER IS DEEPER. ELEVATION VIEW AN ALTERNATIVE AND AT THE DISCRETION OF THE ENGINEER,THE TRENCH -RISER WEIGHTS:363 Ibs/ft BOTTOM MAY BE STABILIZED USING A WOVEN GEOTEXTILE FABRIC. PRECAST MANUFACTURING CO. LLC Drawn by:JJC 1755 Sigsbee Road 51970MAIN ROAD (NYS 25) OF Mattituck, New York 11952 SOUTHOLD, NY DRYWELL DETAIL PIPE TRENCH SECTION 18" SQUARE CATCH BASIN (OR EQUAL) Date: 3/28/2022 (631) 298-1986 (631) 298-2651 fax NOT TO SCALE NOT TO SCALE NOT TO SCALE www.condonengineering.com GRADING & DRAINAGE PLAN W Z J W a 0 0- 0- PROPOSED GRASSES+PERENNIALS (SEE LANSCAPE PLAN, PROPOSED DECIDUOUS SHRUBS+ EVERGREEN SCREENING FOR SPECIES) (SEE LANDSCAPE PLAN, FOR SPECIES) PROPOSED FLUSH CONCRETE CURB WITH 6"CURB BEYOND ° r PROPOSED ASPHALT EX.GRADE ��111 I1 � - PARKING AREA `` 14 i% !/ _ -- - __ II-III-I' III-III=III-1I1 1=1 11=1 I I EI B I I_ - ' W. / I I I=1 I =1 1=1 -III-I 11=1 I -I 11=1 I -I 11=1 I =1 I 1=1 11=1 11=1 1=1 11=1 11=1 I I-1 I I-1 II-1 I -1 11- =1I=1 11=1 I F=I I I-1 I 1=1 I F111=1 11=1 I I-1 I 1_=1 I I-1 I' =1 II-III1 I I=1 I_I I_I I=1 I-I I_I I I-III-III Alf i>1 X� n, I=1 I I=1 I I=t I=1 I-III=1 I-I EI I I-I 11=1 11=1 I El III=1I1=III-1I1=1I1=1I1=1I1=1I1=1I1=1I1=III-I + + 1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1 =1 I I-III-III-I 1=1 -I I_I=1 I 1=1 1=1 1=1 1=1 I 1=1 I __ + + + + + + + + + + „ + + + + + + + + + + + + =1 -1 I 1=1 -1 6"THICK CONCRETE PAVEMENT(4,000 = = 1 = =III= =1=1=1 =111=11=III= I-� + + + + + + + + 6+CtEAN�SAN� PSI STRENGTH,314"STONE 5%AIR s"x6°-wz.o X w2.0 WWM WITH 3" COVER(OVERLAP SPLICES MIN 12") ENTRAINMENT) CONCRETE TO MEET III III=111=111=111=1 1=III=III=111=III=111=111=III=111=III=III=111=1 1=� 1=1 1=III=111=111=1 1=111=III=III=1 1= 1=111=III=1 1=111=111=111=111=111=III=1 11=1 11=1 11=I 11=1 11=1 11=111=111=1 1=111=III_ LEED REQUIREMENTS I III-1�I,;,I I I,�1111=I I I=I I I=I I I=I I I=111-III=III=III=1�1=1�1=1�I=1�1=111=III=111=III=111=III=III=III=111=111=1�1=III=III=1�1=1 11=111=111=1�1=III=111=1�1=111=I�1=111=111=111=111=1 11=1�1=111-1 I l l l�t l l l l l l III I I I I I I I I I I I I I I I I I I I I I I I I I I=1 I I=1 I I=1 ICI pAI ICI--I I I g,I I I-1�I I I=1 11=1 I I-1 11=1 I hI 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 11=1 I I i I I I I I�,III-I I'- _ D D D _,,,_ _III_Ill Ii111111�11111-ICIlll=lll .lII-11I--_�III�IIIIIIIIII_IIIII�lllllll� lllllllllllllllll�llllllll tll11�11111�11111 1111-_111 111-III=III D rf D T D ° CRUSHED AGGREGATE � - BASE COURSE OR RAIN GARDEN DETAIL aO COMPACTED RCA(8"MIN,) NOT TO SCALE 8"THICK AT SLAB EDGE J 36" COMPACTED,SUBGRADE:(8"N11N.): CONCRETE I PAVEMENT NOTES: A A I I 1. NATIVE MATERIALS MAY I I ATTACHATTOP CONCRETE SLAB SECTION BE USED FOR THE Q I I ANDBOTTOM SUBBASE IF IT IS -J DETERMINED TO BE SIZE AS REQUIRED SIGN 1014. ACCEPTABLE BY THE TOWN ENGINEER. 1-1/2"WEARING COURSE NYS TYPE 6(ITEM 403.16) 6 LAYOUT AND BY LOCAL CODE 6'HIGH STOCKADE FENCE ON I I I I STEEL FRAME SET IN CONCRETE 2. THE SUBGRADE MUST BE 3-112"BINDER COURSE NYS TYPE 3 W FREE OF DEBRIS AND BINDER COURSE(ITEM 403.13) 0 UNSUITABLE MATERIALS a i a POST INSTALLED PLUMB GALVANIZED CHANNEL p AND COMPACTED TO 95% w vo I I A D D p p o MAXIMUM DRY DENSITY. M m o m p �1 Z I I I I 6"X6"-W2.0�W2.0 WWM WITH Y COVER 3. EXISTING SUBGRADE z I I 3'S1EEL PIPE i RAMP a p D ,�� p SOFT SPOTS TO BE FILLEDW/CONC. EXISTING p D D D REMOVED AND WW 0 PAVEMENT EDGE OF 2 STABILIZED,AS DIRECTED SIDEWALK tP pQ�� BY THE ENGINEER. 4"COMPACTED BASE COURSE(3l4"STONE I I CEMENTWASH I I SLOPED 1/4%FT.MlN MEET EXISTING fo �o BLEND OR CRUSHED CONCRETE**) 8" FLUSH TRANSITION TO 12 SIDEWALK D m p CURB NOTES: 95% I I PAVEMENT 2" 1�_ D p 4. BASE COURSE COMPACTED SUBGRADE(MIN.95%STANDARD PROCTOR) /// p p COMPACTED TO 5%OF ___+ IL 1. CURB CONCRETE TO BE MINIMUM 3,000 PSI AT 28 DAYS. ITS MODIFIED PROCTOR Y 6" DENSITY(ASTM 1557)AT **IF CRUSHED CONCRETE AGGREGATE I SECTION A-A 7" WELDED WIRE MESH q p OPTIMUM MOISTURE COURSETI T MUST BE NEW YORK STATE O BE USED AS THE BASE 2. EXANSION JOINTS TO BNE SPACES A MINIMUM 20'. I ' 2'0" SIDEWALK CURB RAMP p D p CONTENT. DEPARTMENT OF TRANSPORTATION 4 1 PosreE[ow p 5. ANY RECYCLED 4,000 PSI AIR ENTRAINED SPECIFICATION RECYCLED CONCRETE CONCRETE CURB DETAIL SIZE AS REQUIRED SIGN SECTION A-A p p CONCRETE AGGREGATE AGGREGATE. °' CONCRETE FOOTING LAYOUT AND BY LOCAL CODE p p (RCA)THAT IS UTILIZED ON TYPE B D THIS PROJECT MUST BE 15"DIA. NEW YORK SYSTEM NOT TO SCALE p DEPARTMENT OF NOTES S: pp D D D p TRANSPORTATION 1. SYMBOLS TO BE PAINTED ON EACH SIGN. ArrA CHAT TOP D SIDEWALK CURB RAMP(TYP) 6"THICK CONCRETE SLAB 4,000 PSI-28 DAY STRENGTH ANDBOTTOM p (RNCYASDOT)SPECIFICATION TOP POST VIEW 2. EMBLEM SIZE,COLOR AND EXACT p D p D D LOCATION WITHIN THE PARKING LOTTO p CONFORM TO LOCAL GOVERNING CODE. COARSE BROOM FINISH 50 CM (19.7") SPECIFICATIONS SIGN MOUNTING DETAIL O� RUNNING PERPENDICULAR APPROVED TRANSITION TO CURB TO THE SLOPE ASPHALT PAVEMENT TAPER CONCRETE DROP 16.7 CM (6..6") 25 CM (9.8") UNIT SIZE-50 CM X 50 CM X 2.5 CM OR 1 M X 1 M X 2.5 CM �Y 8_1X 0� FLUSH WITH DROP CURB CURB REVEAL TIN 5' (20" X 20" X 1" OR 40"X 40"X 1") NOT TO SCALE o < TRANSITION TO ACCOMMODATE DOUBLE GATE AVAILABLE IN 9 STANDARD ROLL SIZES < PLANNING 6C)�.RQ CURB RAMP LENGTH CONCRETE DROP CURB < UNIT WEIGHT - 510 GRAMS (18 OZ. I !-1!�1f FLUSH TRANSITION NOTE: OR 2.0 KG (4.5 POUNDS3 �o�� !� - TO PAVEMENT SEE GRADING PLANS FOR STRENGTH - 1121 KG/CM (15,940 PSI) fD Al•c `'f I Li170�i3 -- _ BLENDED TRANSITION ASPHALT PAVEMENT DETAILED GRADING. COLOR BLACK r y RESIN - 100% RECYCLED HDPE HANDICAP RAMP/BLENDED TRANSITION TYPE 313 DUMPSTER ENCLOSURE PAD DETAIL PLAN 1 NOT TO SCALE NOT TO SCALE GRASSPAVE2 SQUARES PRECAST TRUCTURE NOTES: 1.ALL PRECAST STRUCTURES SHALL BE CONSTRUCTED WITH SUFFICIENT STEEL REINFORCEMENT TO WITHSTAND AASHTO H-20 TRAFFIC LOADING SIGNAGE FOR ALONG WITH TEMPERATURE AND SHRINKAGE,TRANSPORT TO THE SITE AND SITE CONDITIONS AS SHOWN ON THE PLANS, ACCESSIBLE PARKING ADJACENT GRASSPAVE2 UNITS 1r 2. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4,000PSI CONCRETE AND SHALL BE DESIGNED,CONSTRUCTED AND INSTALLED TO CONCRETE SIDEWALK(AIR I SUPPORT AASHTO H-20 TRAFFIC LOADING. � 12" ENTRAINED,4000 PSI)WITH COARSE D BROOM FINISH PERPENDICULAR TO ( APR J ZQZ3 SIDEWALK SLOPE I I SEE ENLARGEMENT BELOW 3.CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ALL PRECAST STRUCTURES DETAILING THE STEEL REINFORCEMENT AND PROVIDE GREEN BORDER(3/8")AND CERTIFICATION BY THE PRECAST MANUFACTURER THAT STRUCTURES ARE DESIGNED TO SUPPORT H-20 TRAFFIC LOADING. SouthoicI ovvn RESERVE LETTERING(2"HEIGHT) I .3 CM (3.3";) ( HYDROGROW MIX BELOW RING Planning Board 2.3 CM (0.9 ) ( SUPPLIED FREE BY MANUFACTURER 4.MANUFACTURER TO CERTIFY THAT DRAINAGE AND SANITARY PRECAST STRUCTURES DELIVERED TO THE SITE MEET ALL REQUIREMENTS OF THE 45° PARKING .6 CM (2.4") TOWN OF BROOKHAVEN,SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION. RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) z EQUAL EQUAL WHITE BACKGROUND AND IL (SEE DETAIL"B- 3/8"MARGIN CONTRACTION JOINT AT 4' D PLAN EXPANSION J )T 20'O.C.O.C.(SEE DETAIL"A") o SO ow _COMPACTED SANDY GRAVEL ROAD BASE APPLICANT 216/23 TOWN COMMENTS I- BLUE INTERNATIONAL ° "o w o� 95% MODIFIED PROCTOR DENSITY 3' p I Q �w 1/12/23 ARCHT.REVISIONS W SYMBOL OF ACCESSIBILITY a - - 6 INCHES TO 12 INCHES z H " _ . FIRST UNIVERSALIST CHURCH w a `;, ti' .: Oo 000 0 $080 ° oo. ' laW (DEPTH OF BASE COURSE TO BE REVISIONS NOTE: o o �� S CHU C OF SOUTHOLD J o DETERMINED BY ON-SITE ENGINEER Q ) ' W m 12^ P B 22 0 BOX 1 o_ SIGN HEIGHT SHALL BE SET TO MAKE IT -SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION td, CLEARLY VISIBLE TO ALL PEOPLE WITHIN 6"GRANULAR MATERIAL THE DRIVER'S SEAT OF ANY VEHICLE (BANK RUN SAND&GRAVEL) 4"POURED CONCRETE COMPACTED SUBGRADE, SOUTHOLD,NY 11971 NOTE: ��,of NEW I, 12" SECTION A-A PRE-MOULDED SEE NYSDOT DRAWINGS FOR THE:WORK TO BE SEPH --' I _I 4" 3/8"GREEN BORDER BITUMINOUS Plans are prepared by Condon Engineering,P.C. It is a violation of the PERFORMED WITHIN THE NYS ROUTE 25 RIGHT-OF WAY. 1 112"GREEN LETTERING JOINT FILLER SECTION New York State Education Law,Article 145,Section 7209,for any * a ? " VAN 1/4'RADIUS RCA NOTE: "� b Z IX 6" ACCESSIBLE 1"GREEN LETTERING TOP F GRASS ROOT MASS 6 MM person unless acting underthe direction of a licensed Professional1�, BLUE ANY RECYCLED 1 4' ABOVE TOP OF RING r ✓ ( ) Engineer,Architect,or Land Surveyor,to alter any item in any way.If ,;W'I ,.�•" , �. i.0 PAVEMENT 4 WHITE BACKGROUND AND CONCRETE GRASSPAVE2 ATTACH WITH an item bearing the seal of an Engineer,Architect,or Land Surveyor is ^�, : AGGREGATE(RCA) _ ___ altered,the altering Engineer,Architect,or Land Surveyor shall affix to `° r STRIPING 3/8"MARGIN • '. ': ' .�•"' '', SNAP-FIT FASTENERS THAT IS UTILIZED ON 081912 _ RINGS FILLED WITH CONCRETE SAND (CLEAN, SHARP SAND) the item his/her and the notation"Altered by"followed by his/her f� THIS PROJECT MUSTn o0 ° o 0 signature and the date of such alterations,and a specific description of pr ESS� .! BE NEW YORK SYSTEM i the alteration. F 0 SIGNAGE FOR M roil, $� s , DEPARTMENT OF S.C.T.M.: DIST.1000 SEC. 63 BLK, 6 LOT 6.1 6.2 ACCESSIBLE PARKING >•' + 9'0" 9'-0" I_ :, 1• ''.' ;`�. TRANSPORTATION t ° F o� '------COMPACTED SANDY GRAVEL (NYSDOT) ° ENLARGEMENT BASE COURSE FIRST UNIVERSALIST 174 "All n 11 SPECIFICATION RCA. -SEE FULL TECHNICAL SPECIFICATIONS FOR COMPOSITION Scale:ASSHOWN Condon Engineering P.C. CHUIRCH OF SOUTHOLD 18'-0"MINIMUM DETAIL A DETAIL B NOTE: GRASS/PLANT TYPES SHALL BE SPECIFIED BY A LANDSCAPE ARCHITECT OR Invisible Structures, Inc. LANDSCAPE DESIGNER. 16265 E. 33RD DR., SUITE 20 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) of TYPICAL ACCESSIBLE PARKING SPACE CONCRETE SIDEWALK DETAIL (ON-SITE) TYPICAL GRASSPAVE2 DETAIL AURORA, 80011 Drawn by:JJC 800-233-1510 510 O OR R 303-233-8383 Mattituck, New York 11952 FAX: 800-233-1522 OR SOUTHOLD, NY NOT TO SCALE,' NOT TO SCALE CHOOSE THIS PRODUCT FOR REINFORCING GRASS WEARING SURFACES 303-233-8282 (631) 298-1986 (631) 298-2651 fax NOT TO SCALE www.invisiblestructures.com Date: 3/28/2022 DETAILS rev. 1/18 www.condonengineering.com GPDET18.DWG LEGEND EXISTING PROPOSED STORM WATER POLLUTION CONTROL NOTES: Site Description: DRYWELL Construction activities will include the clearing and grading of the site and the construction of a new one-story church with with associated walks,driveway,parking and landscaping improvements,as WATER SERVICE well as the installation of a storm drainage retention system to recharge the runoff from a 2"rainfall,new sewage disposal systems and the necessary public utilities. All improvements to conform to - _ - -- - state,county and local standards and specifications. GAS SERVICE See attached detailed architectural,landscape and civil drawings for proposed improvements to the property. / -GAS-GA3- �GAS-GASH General Sequence of Site Activities_ ELECTRIC -- -- - - - - // 1. Installation of perimeter erosion control measures(silt barriers,construction entrance,etc.). J�tie / 2. Clearing and rough grading,stockpile of topsoil and backfill materials. DROP INLET PROTECTION I I 3. Installation of storm drainage and sewage disposal systems. building4. Installation of 5. Installation of site utilities. Z, / 6. Installation of walks,parking and driveways. j Ao� (� / PROPERTY LINE , � /� � 7. Fine grading and vegetative stabilization(topsoil,seed,sod). / 8. Installation of landscaping. g 5/.001 / SILT FENCE Site Data: /j / 6 CURB INLET PROTECTION CS!23 Site Area: 1.24 acres 6/ �� w,�� DUST CONTROL C Area of Disturbance: 1.22 acres Impervious cover 50.3% tiv s��<' STABILIZED CONSTRUCTION ENTRANCE I Pre-Development Runoff Coefficient: 59% Post-Development Runoff Coefficient: 68% v G PERMANENT SEEDING Soil Classification: RhB Riverhead and Haven Soils Graded,0-8%slopes,HaA Haven Loam 0-2%slopes doH / 4o\� o N Receiving Waters: Southold Bay O PROPOSED FUTURE 50/o EXPANSION POOL f o Pollution Control Measures: PROPOSED LEACHING POOL 0 In accordance with the provisions of the USEPA General Permit,storm water management and erosion and sediment control measures including,but not limited to,the following shall be employed during construction: ?i PROPOSED MANHOLE @ Yy� ��• ' �ti�a� `� IFS OG�� k ao a A. Existing vegetation to remain shall be protected by installation of construction fence or other approved means and shall remain undisturbed. 13 \c0 CONC. / / PROPOSED NITROGEN TREATMENT TANK ° B. use of temporary seeding shall asrequ required.scheduled Seed mixtures shall been accordance w extent of ith Soil Consed areas and rvation Servicee length of mecommendations.e that areas are exposed. Amaximum oGraded f 5 acres shallstripped be disturbed at one time stabilized un unless throughwrittenthe �IDEWALK(TYP.) N" O c.o. permission is granted by the NYSDEC. SURFACE WATER FLOW E ------- C. Bare soils shall be seeded within 14 days of exposure,unless construction will begin within 21 days,as sections are completed,or if construction on an area is suspended,the area shall be seeded 60 \ immediately. o . I 1 titi 4n" .GRAVEL WI LK / 1 ss. , r a. Seed preparation-scarify soil if compacted,remove debris and obstacles such as roots and stumps. o qs q o �5� O b. Soil amendments: �9-C.O. \ f• O� b.a. Lime to pH 6.0. E / TEST HOLE / 8 �` b.b. Fertilize with 6600 lbs.of 5-10-10 or equivalent per acre(14 lbs.1100 sq.ft.). 3zo- 1 2 \ c. Seed Mixtures PROPOSE 1-STORY�CHURCH o c.a. Temporary seedlings PPS UNFINISH D CRAWL SPACE \ 1 c.a.a. Ryegrass(annual or perennial)@ 30 lbs.per acre(0.7 lbs.per 1,000 sq,ft.) TUCKERS LANE I r CU= (ME H.ONLY) p \ O • op?'2D++E WATER QUALITY VOLUME WQV CALCULATION: c.a.b. Certified'Aroostook"winter rye(cereal rye)@ 100 lbs.per acre(2.5 lbs,per 1,000 sq.ft.).Use winter rye if seeding in October/November, o I I I g6 + (WQV) c.b. Permanent seedlings-See Landscaping Plans. F.F.29.5 I z I \ ?s o 3,967 SF co_ \ oa. TRIBUTARY AREA: D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities, Runoff shall be diverted away from cleared slopes. o® I o a,, i 1 �! o� PAVEMENT/ROOF AREA: 27,181 SF=0.624 ACRES U I \ o 0 0 F 28 \ J o o LANDSCAPE AREA: 60,597 SF=0.616 ACRES E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems.Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until construction is complete. Sediment to be removed from they sediment traps and ponds when the design capacity is reduced by 50%. J WATER QUALITY(WQV)CALCULATIONS: 'S o 29 \ LIMIT OF CLEARING GRADING& F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from beingtracked onto local roads.The construction entrance shall be maintained until the site is permanently ~m W PS ` rs.o, b W GROUND DISTURBANCE&LINE IMPERVIOUS COVER 1 =50.3% i o. O \ R SHOUT --c SILT FENCE(53,053 S.F.) O stabilized. Any sediment tracked onto public roadways to be removed or cleaned on a daily basis. 7- 2 90%RAINFALL EVENT(P) =1.5 INCHES G. A qualified inspector to conduct site inspections and document the effectiveness of all erosion and sediment control practices eve seven days or after a Y"inch rain event,Inspection reports shall ASPHALT O Z q P P p every y p p ° / 1 O be maintained in a site I book. a IU I (/ PARKING I w Z,n Q R=0.05+0.009 X 50.3% =0.5027 P$ 1 b H. All runoff shall be retained on-site in accordance with local regulations and approvals. Drainage inlets installed on-site shall be protected from sediment buildup through the use of appropriate inlet w 9 PP 9 P P 9 N 26 M c_� A=1.24 ACRES protection. 1 Y O I-J Z N m WQV= P X RV X A 112 AC-FT a- 2 \ ,( _ =p ( ) ( ) I. Appropriate means shall be used to control dust during construction. Water until the surface is wet and repeat as needed. Water shall be applied at rates so that runoff does not occur. �p a-� i t ASPHALT l� �o O WQV=0.078 AC-FT J. Sediment barriers and other erosion control measures shall remain in lace until upland disturbed areas are permanently stabilized.Following p r- P P p y g permanent stabilization,paved areas shall be cleaned DC ,, PARKING DC tl tl I O o of soil and debris and drainage systems shall be cleaned and flushed as necessary. Ln D D 27 RUNOFF REDUCTION VOLUME (RRV) K. The owner/operator/contractor is responsible for inspection and proper maintenance of erosion control measures. Inspections must be performed b a certified erosion control specialist,licensed __� \ 4 I p t2l, 0 D I ZUJ P p P p P p Y P Q Z professional engineer or a trained technician working under the supervision of a licensed professional engineer every seven calendar days and immediately after periods of rainfall greater than one Q+ I \ i o Zo CALCULATION: half inch. Maintenance measures are to include,but are not limited to;cleaning of recharge basins,sediment traps and drywells,cleaning and repair of sediment barriers,repair of berms and runoff T� " GAS-GA �- GAS-GAS AS �I Q c.� diverters,and cleaning and repair of inlet protection devices. The owner/operator/contractor erator/contractor is required to maintain copies of the NOI,SWPPP and general permit on-site at all times. The N01 and � �o� i � � A5 -� � P$� Z� � 27 �, J AtC=IMPERVIOUS AREA: =0.624 ACRES g p p P q � P 9 Q=i I ca I Q \ Y7 Gereral Permit shall also be posted at the site at all times. NN o a DC \ ��m � I � J\ �� � _ IMPERVIOUS COVER(I) =100°/G gg.g' I , DC L. Durhg construction,the contractor will comply with all local regulations concerning the disposal of solid waste,debris and toxic and hazardous waste,as well as sanitary sewer and septic system 32 4,l o° ASPHALT \ S=90°/G FOR INFILTRATION SMP'S regulations. Temporary fencing shall be erected around the perimeter of the site along with the placement of durrupster's to control the buildup of debris.The contractor should periodically clean up J N PARKING I anydebris accumulated along the temporary fence and empty the dumpsters regularly. - •� -\ 3 Q a Al=(S)(AIC) =0.562 ACRES M. See landscaping plans for permanent vegetation stabilization. \ x e� RV*=0.05+0.009 X 100% =0.95 r i I N. The contractor must complete the construction sequence schedule in the report with start and end dates. A I 90%RAINFALLEVENT(P)5 =1.5INCHES m o V I v1 0. Unless otherwise directed by the owner,the contractor is responsible for maintaining the necessary records of construction activities,preparation of inspection reports,and reporting release of \ -_ ��, 1 RRV=(P X RV'X Al)112(AC-FT) pollutants to the proper authorities as necessary to comply with the SPDES General Permit. The contractor will report any required modifications to the SWPPP necessitated by field conditions or \ _/ I IPS STOCKPILE AREA construction activities to the Engineer for revision of the SWPPP where appropriate. m I? 23 n c'S \\ 1 I LO' RRV=0.067 AC-FT 4 cHniNUNh FENCE a oNc LINE , P. The NOI,SWPPP and inspection reports required by this permit are public documents that the owner or operator must make available for review and copying by any person within five(5)business --� - - da s of the owner or opera tor receivin a written re uest b an such person to review the N01,SWPPP or ins ection reports,Copying of documents will be done at the requester's expense. TOTAL STORAGE PROVIDED IN DRYWELLS AND FRENCH DRAIN=0.107 AC-FT yg q y Y P P P PY 9 q Pe N74"50'00"W 247.04 LAND NSF OF THE STORM WATER MANAGEMENT SYSTEM WILL PROVIDE FOR COLLECTION,TEMPORARY STORAGE AND INFILTRATION Q. After the project is complete,the owner/operator will be responsible for filing a Notice of Termination(NOT)with the NYSDEC to close out the open SPDES General Permit for the storm water runoff PROPOSED 51750 ROUTE 25 LLC OF RUNOFF THROUGH PRECAST DRYWELLS FOR A 2-INCH RAINFALL,IN ACCORDANCE WITH LOCAL REGULATIONS WHICH from the construction activity. SITE PLAN SANITARY SYSTEM S.F. RESIDENCE IS GREATER THAN THE WQV REQUIRED RAINFALL OF 1.5 INCHES. THE REQUIRED WQV IS 0.078 ACRE-FEET. THE R. Post storm water measures to be inspected bi-annually, Sediment and debris to be removed from storm water structures as necessary and landscaping to be supplemented and maintained as CONNECTED TO PUBLIC WATER PROVIDED RUNOFF STORAGE IS 0.107 ACRE-FEET. IN ACCORDANCE WITH THE NYS 2015 STORM WATER DESIGN MANUAL, p y' ry p 9 PP WE ARE REQUIRED TO PROVIDE AN RRV EQUAL TO OR GREATER THAN THE WQV. FOR INFILTRATION PRACTICES SUCH AS necessary. SCALE: 1°=30' PRECAST DRYWELLS,90%OF THE PROVIDED CAPACITY MAY BE APPLIED TOWARDS THE RRV REQUIREMENT. THE PROVIDED RRV IS 90%OF 0.107 ACRE-FEET OR 0.096 ACRE-FEET WHICH IS GREATER THAN THE REQUIRED WQV OF 0.078 Certifications: ACRE-FEET. Notes: "I certify that I have read or been advised of the permit conditions and believe I understand them. I am aware of the requirements of the SPDES General Permit No.GP-0-15-002 for storm water runoff from the construction activity and will comply with the preparation of the Notice of Intent(N01),Sedimentation and Erosion Control Plan and the Storm Water Pollution Prevention Plan," Owner I Operator: Name Date Operator/Engineer Certification: I hereby certify under penalty of law that the Storm Water Pollution Prevention Plan(SWPPP)has been developed in accordance with the New York State Storm Water Management Design Manual,the RECEIVEDNew Yok State Standards and Specifications for Erosion and Sediment Control,Best Management Practices as necessary to conform to USEPA Storm Water Pollution Regulations,and the terms and conditions of the New York State Pollution Discharge Elimination System(SPDES)general permit for storm water discharges from construction activities. APR 19 2023 Sign Name: John J.Condon,PE Title: Engineer Date LSo�krr - __ � cld (C);'vn Contractor Certification: Planning Board I hereby certify under penalty of law that I understand and agree to comply with the terms and conditions of the SWPPP and agree to implement any corrective actions identified by the qualified inspector during a site inspection.I also understand that the owner or operator must comply with the terms and conditions of the;most current version of the New York State Pollutant Discharge Elimination System ("SPDES")general permit for stormwater discharges from construction activities and that it is unlawful for any person Ito cause or contribute to a violation of water quality standards.Furthermore,1 am aware that there are significant penalties for submitting false information,that I do not believe to be true,including the possibility of fine and imprisonment for knowing violations APPROVEDBY Note:The Contractor and all sub-contractors must sign this Certification. PLANNING BOARD Sign Name: Title: Date 216/23 TOWN COMMENTS TOWN OF SOUTHOLD Address Phone REVISIONS Sign Name: Title: Date DATE Phone �p�C�,OF NEwro I'��� Address Sign Name: Title: Date �OSLPN C y�'f -fir o Address Phone Sign Name: Title: Date Address Phone Jc•• 0$1912 APPLICANT �'°�o ' S.C.T.M.: DIST.1000 SEC. 163 BLK. 6 LOT 6.1, 6.2 F�ssio�'�� FIRST UNIVERSALIST CHURCH OF SOUTHOLD PO BOX 221 FIRST UNIVERSALIST SOUTHOLD, NY 11971 Scale:AS SHOWN Condon Engineering, P.C. CHURCH OF SOUTHOLD SWPPP Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25 Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by:JJC \ Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Mattituek, New York 11952 SOUTHOLD, NY the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or (631) 298-1986 (631) 298-2651 fax Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date: 1/12/2023 STORM WATER POLLUTION signature and the date of such alterations,and a specific description of the alteration, www.condonengineering.com PREVENTION PLAN TO BE PROTECTED WITH A MIN.8'X 8'ENCLOSURE CONSTRUCTED AS PER FOLLOWING DETAIL AND WITH A WOOD SNOW FENCE TO BE INSTALLED AT A DISTANCE OF 6-9"OF RADIUS PER INCH DIA.(TRUNK DIA.)OR AT THE TREE DROPLINE WHICHEVER IS FURTHEST,AS REQUESTED BY TOWN OR VILLAGE ARBORIST. SYMBOL SAND BAG OR SYMBOL 2' MINIMUM LENGTH ALTERNATE WEIGHT 2"X4"WOOD FRAME OF 2"X4" _ IIII CONSTRUCTION SPECIFICATIONS FABRIC 2"x 4"WEIR / \ 1.5 MAX. j J 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING 2" STONE D D D \ STAKE CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED EROSION AND - \ SEDIMENT CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. FILTER CLOTH 2"x 4" SPACER SNOW FENE WIRE MESH / MIN TO BE STAOKEED OD EVERY 8'OCC. 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED, 3'MIN. BE APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED EROSION AND ; ; _ D D PROTECTREE TED SEDIMENT CONTROL PLAN. III IIII-III�II II v:. \D ° D INLET TO y< _- =I�I-��I_III, 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED PIPE / \ IIII= =III - oo IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS. � 6' MAXIMUM SPACING OF 2"X4" SPACERS 1 BURIED FABRIC (12" 4. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO f I DROP INLET BELOW GRADE) REMOVE TREES, VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL. WITH GATE I I 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF 2"X 4" FRAME FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL. ANCHORS 7I I 6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, THROAT. 2"X6" PRESSURE S SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO STONE DIST.. TREATED RAILS(TYP.) SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED 12 I DRIVE STAKES A MIN. OF 18" IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. a^xa"PRESSURE TREATED BELOW GRADE 7, ALL FILL SHALL BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 9 INCHES i' i CORNER POSTS(TYP.) GATHER EXCESS �� 2"X 4" o AT CORNERS IN THICKNESS. CLOTH __` 8. EXCEPT FOR APPROVED LANDFILLS, FILL MATERIAL SHALL BE FREE OF FROZEN MESH / � � SPACER PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OTHER OBJECTIONABLE 2"x 4"WEIR MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF CONSTRUCTION SPECIFICATIONS SATISFACTORY FILLS. CONSTRUCTION SPECIFICATIONS OPTION: 1. FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY 9. FROZEN MATERIALS OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL i MECHANICAL 4"X 4"POST HOLDER BE USED FOR SHORT TERM APPLICATIONS. NOT BE INCORPORATED IN FILLS. 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. 64"MIN. 2-0"DEEP 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF 10. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES. 2. WOODEN FRAME SHALL BE CONSTRUCTED OF 2"x 4" CONSTRUCTION ELEVATION JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. 11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF GRADE LUMBER. ELEVATION 3. STAKE MATERIALS WILL BE STANDARD 2 x 4 WOOD OR EQUIVALENT. DEVELOPMENT. 3. WIRE MESH ACROSS THROAT SHALL BE A CONTINUOUS PIECE 30 INCH NOTE: METAL WITH A MINIMUM LENGTH OF 3 FEET. PROTECTION MUST REMAIN UNTIL COMPLETION OF CONSTRUCTION. ANY GRADING('MINOR ONLY 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN MINIMUM WIDTH WITH A LENGTH 4 FEET LONGER THAN THE THROAT. 1T SHALL BE SHAPED AND SECURELY NAILED TO A 2"x 4"WEIR. ALLOWED)DONE WITHIN PROTECTION ZONES TO BE DONE WITH HAND TOOLS. MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE BRIDGED ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR SUPPORT. OR OTHER APPROVED METHOD. 49 HE NCHESILONG SPACED NO MORE NAILED 6OEET APART.SPACERS PROTECTION FENCE DETAIL 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND FRAME. FINISHED GRADING. 5. THE ASSEMBLY SHALL BE PLACED AGAINST THE INLET AND SECURED NOT TO SCALE 6. A 2"x 4"WOOD FRAME SHALL BE COMPLETED AROUND THE CREST BY 2"x 4"ANCHORS 2 FEET LONG EXTENDING ACROSS THE TOP OF THE OF THE FABRIC FOR OVER FLOW STABILITY. 14. STOCKPILES, BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND INLET AND HELD 1N PLACE BY SANDBAGS OR ALTERNATE WEIGHTS. SHALL BE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION. MAXIMUM DRAINAGE AREA 1 ACREBUILT MAXIMUM DRAINAGE AREA 1 ACRE P BERM ADAPTED FROM DETAILS PROVIDED BY: USDA- NRCS, FABRIC ADAPTED FROM DETAILS PROVIDED BY: USDA-NRCS, U.S,DEPARTMENT OF AGRICULTURE 10'MIN. MOTE: NEW YORK STATE DEPARTMENT OF TRANSPORTATION, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, LANDGRADI NATURAL RESOURCES CONSERVATION SERVICE CURB DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, DROP INLET NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, SPECIFICATIONS NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION 1. A CONCRETE WASH PIT SHALL BE INSTALLED NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE PROTECTION NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE PROTECTION ON THE PROPERTY FOR EXCESS CONCRETE AND TO CLEAN CONCRETE EQUIPMENT AND TOOLS. 2.. THE PIT SHOULD BE SURROUNDED WITH A 24" z HIGH SOIL BERM. 0 3.. THE PIT TO BE LINED WITH HAY BALES SYMBOL SYMBOL WOVEN WIRE FENCE SYMBOL 4.. PROVIDE A 24"X 24"WOOD SIGN LABELED FLOW ,� (MIN. 14 GAUGE I_ 50'MIN. J EXISTING HAY BALE "CONCRETE WASHOUT PIT". W/MAX. 6" MESH PAVEMENT 3 5., THE PIT SHOULD BE EMPTIED WHEN 75% 10' MAX. C. TO C. SPACING ®-� -® •.. S V ) 6"MIN. CAPACITY IS REACHED AND EXCESS CONCRETE CURES.AFTER THE �- 4 VERTICAL FACE -� 36" MIN. LENGTH FENCE EXISTING __/ FILTER Z MOUNTABLE BERM POSTS DRIVEN MIN. 16" GROUND CLOTH PROFILE (OPTIONAL) BEDDING DETAIL INTO GROUND. PLAN 50'MIN. NOT TO SCALE !-- DRAINAGE AREA NO MORE THAN 114 ACRE PER 100 FEET OF STRAW HEIGHT OF FILTER 10'MIN. HAY BALE APR 1 9 2023 1� BUILT UP BERM S ,Gl held 7owri y' = 18" MIN. EXISTING 10'MIN. Planning Board BALE DIKE FOR SLOPES LESS THAN 25%. •� GROUND z1 -`� ` ?.� ti1 .+' ?� 9 6 MIN. /u �� 2'MIN. EX.GRADE ANGLE FIRST STAKE TOWARDS ,J- /- �-/1 ��' `t' �, , � .I, 12' IN. 12'MIN.. EXISTING J PREVIOUSLY LAID BALE. �fi� /� PAVEMENT SECTION APMR`OVED BY S r � PERSPECTIVE VIEW FLOW_ PLAN VIEW PLANNING BOARD �'' BOUND BALES PLACED 36" MIN. FENCE POST -\ 10'MIN• CONCRETE WASH-OUT AREA DETAIL �" "`�v"���//; WOVEN WIRE FENCE (MIN. 14 74 ON CONTOUR. TOWN OF SOUTHOLD GAUGE W/MAX. 6" MESH SPACING)WITH FILTER CLOTH _ -- DATE "i I ( � (�23 2 RE-BARS, STEEL PICKETS 20"MIN. CONSTRUCTION SPECIFICATIONS OR 2"X2" STAKES PLACED FLOW 1 1/2'TO 2' IN GROUND. r`- UNDISTURBED GROUND 1. STONESIZE -USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE _ - DRIVE STAKES FLUSH WITH COMPACTED SOIL EQUIVALENT. ANCHORING DETAIL TOP OF BALE. EMBED FILTER CLOTH 16"MIN, 2. 30 FOOTVIIN MUM LENGTH N 50 FEET WOULD APPLY). ON A SINGLE RESIDENCE LOT WHERE A SLOPE STABILIZATION NOTES. NOT TO SCALE A MIN. OF 6 IN GROUND. 4" Imo- 3. THICKNESS-NOT LESS THAN SIX 6 INCHES. SECTION VIEW ( ) 1. EROSION CONTROL BLANKETS ARE REQUIRED TO BE INSTALLED ON THE 1:3 SIDE SLOPES. CONSTRUCTION SPECIFICATIONS 4. WIDTH•TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT 2. THE EROSION CONTROL SHALL BE CURLEX I AS MANUFACTURED BY AMERICAN EXCELSIOR 2/6/23 TOWN COMMENTS CONSTRUCTION SPECIFICATIONS POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR(24) FOOT IF SINGLE COMPANY,ARLINGTON,TEXAS(800-777-7645)OR APPROVED EQUAL. 1. BALES SHALL BE PLACED AT THE TOE OF ASLOPE OR ON THE CONTOUR AND IN A ENTRANCE TO SITE. 3. THE EROSION CONTROL BLANKETS SHALL BE INSTALLED AND ANCHORED AS PER REVISIONS ROW WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES 5. GEOTEKTI LE-WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. MANUFACTURER'S RECOMMENDATION. 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF (4) INCHES, AND OR STAPLES. POSTS SHALL BE STEEL EITHER "T"OR"U"TYPE OR HARDWOOD. QF NEGV WATER6. SURFACEWATER-ALL SURFACE TOWARD PLACED SO THE BINDINGS ARE HORIZONTAL. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES STRUCTIDN ACC SS SHALL BE PIP DBENEATOHVTHE ENTRANCE.EID CON- APPLICANT N F PIPING NG S FIRST UNIVERSALIST CHURCH OF SOUTHOLD �"`Q��SEP C y� 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR SPACED EVERY 24"AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. f RE-BARS DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL 6" MAXIMUM MESH OPENING. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education PO BOX 221 7 F Ny, ,R NANCE THE ENTR E M 7. MAINTENANCE- ANCE SHALL BE IN A CONDITION WHICH WILL Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed '^ � 'f BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item bearing SOUTHOLD,NY 11971 �_ BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. �Y 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED ONTO PUBLIC RIGHTS-OF-WAY the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or U LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MUST BE REMOVED IMMEDIATELY. Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her p 081912 �tv� 4. INSPECTION SHALL BE FREQUENT AND REPAIR REPLACEMENT SHALL BE MADE MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. signature and the date of such alterations,and a specific description of the alteration. ��FESSI�NP PROMPTLY AS NEEDED. 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH STONE S.C.T.M.: DIST.1000 SEC. 63 BLK. 6 LOT 6.1, 6.2 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULLNESS SO 4. PREFABRICATED UNITS SHALL MEET THE MINIMUM REQUIREMENTS SHOWN. AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. AS NOT TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH Condon Engineering, P.C. FI RST UNIVERSALIST ADAPTED FROM DETAILS PROVIDED B Scale:AS SHOWN CHURCH OF SOUTHOLD "BULGES" DEVELOP IN THE SILT FENCE. RAIN. SWppp Y': USDA-NRCS, ADAPTED FROM DETAILS PROVIDED BY: USDA-NRCS, ADAPTED FROM DETAILS PROVIDED BY: USDA- NRCS, 1755 Sigsbee Road NEW YORK STATE DEPARTMENT OF TRANSPORTATION, STRAW BALE STABILIZED Drawn by:JJC 51 970 MAIN ROAD (NYS 25) NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, REINFORCED NEW'YORK STATE DEPARTMENT OF TRANSPORTATION, Mattituck New York 11952 NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE DIKE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, CONSTRUCTION SOUTHOLD NY NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE SILT FENCE NEW YORK STATE SOIL&WATER CONSERVATION COMMITTEE ACCESS Date: 1112/2023 (631) 298-1986 (631) 298-2651 fax www.condonengineering.com SW P P P DETAILS 2 TEST HOLE DATA SANITARY FLOW CALCULATIONS: PROPOSED SEPTIC TANK(PRETREATMENT TANK) ALLOWABLE SEWAGE FLOW TOTAL SITE: FUJI CLEAN USA AIR BLOWER TO BE /y�' � /`'; zn°r5 RI X 4'DEEP(1,200 GAL) SITE LOCATION ALLOWABLE S - INSTALLED ON A 4"P.C.SLAB AND TO BE ��\�� OVIDE A HOUSE � ,��� RIM 283 d HARD WIRED TO CONTROL PANEL p� AND CLEIWOUT / `tf AT THE FACE OF THE f ,�� INV M 25 5 EL 28.0 0.0 4,y GROUNDWATER MANAGEMENT ZONE IV SERVICED BY PUBLIC WATER � TOTAL SITE AREA=1,239 ACRES Fll.lf CLEAN USA CONTROL PANEL ,/" BUILDING(T'YP.) 0 / ' tib/ INV OUT 25.0 J FINE TO MED.DARK POPULATION DENSITY EQUIVALENT-1.239 AC X 600 G.P.DJAC.=743.4 GPD VNTN A GFl RECEPTiCLj PROPOSED 170 DRYWELL WITH CUSTOM `ram.,) BROWN SILTY FINE EXISTING SEWAGE DEOM NSITY FLOW: Ext N •,,/ ��,2$ TRAFFIC BEARING SLAB(SEE PROFILE) - y�2�'}pC SAND(SIN) /f�RS 9 STI G SEWAGE FL PROPOSED FUJI CLEAN USA MODEL CEN 10 VA OWTS yD k ;e 4 0' LgNE,�, Fa(.CHURCH SANCTUARY: 1.5 GPD/SFJ�7 X 242 SEATS =363.0 GPD RIM 28.7 "'d o FINE TO MED.DARK C4 41- EX.PARISH HOUSE >!200s •'� fS- 'Z�p�,y GE` ( D =300.0 GPD INV AV 24 9 O v> \Y. BROWN SILTY SAND t� EX.601 SF TO 1,200 SF APARTMENT =225.0 GPD VA UNIT WILL BE VENTED / , �j 4��' INV OUT 24.7 �'b, -7!% �2 (SIN) � EXIST FUR MEETING ROOMS:1080 SF/7 SFIPER=154 PER.X 5 GPD =770.0 GPD THROUGH ROOF WITH d° i vv'' v �O 6.0' z EX BASEMENT MTG.ROOMS:819 SF/7 SFIPER.=117 PER.X 5 GPD =W5.0 GPD r �� EXISTING CESSPOOLS TO BE PUMPED DRY AND REMOVED IN v FINE TO MED.LT. IX OFFICE:377.3 SF X 0.06 GPDISF /�e• CARBON FALTER ,+' �a• Sao •?�. `� ACCORDANCE WITH THE SCDHS STANDARDS. 0 EX.GARAGE&SHED:�437.0 SF X 0.04 GPD/SF = 22.6 GPD BROWN RUST a = 17.5 GPD = 7.4 GPD \ / \� O PROPOSED PRECAST DISTRIBUTION BOX BROWN FINE SAND 9 FX STORAGEMECH.: 184 SF X 0.04 GPD/SF =2 290.5 GPD `f (SW) EXISTING KITCHEN/GRAY FLOW: v�G�( � .oyco irk RIM 28.5 ` \�}t 513 PEOPLE X 2.5 GPD/SEAT =1,282.5 GPD /���t os• d , y E ��c a IRV OUT 2 R FINE T LE BROWN TOTAL EXISTING�•p�,��•p INV OUT 2a.a FINE TO COARSE 8'0 g STING SEWAGE PROPOSED LEACHING POOL FLOW =3,573.0 GPD 6'0 X 17 DEEP SAND(SW) ' ° � i �y�3�`` F RIM 283 10.0' LOCATION TAP PROPOSED SEWAGE DENSITY FLOW' INV IN 24.0 FINE TO COARSE NEW CHURCH SANCTUA7RY:1.5 GPD/SEAT X 112 SEATS = 168.0 GPD PALE BROWN SAND 1-600't { D = 300.0 GPD \�i ,s PROPOSED LEACHING POOL EX PARISH HOUSE >p-APARTMENT - SOME-COARSE TO =405.0 GPD / 8'0 X 17 DEEP EX 601 SIF TO 1ST FLOP MEETING R200 OOMS:569.0 SF/7 SFIPER.-81 PER.X 5 GPD =405.0 GPD Wate i� � MUST Be I ected B The , % 0• �,PROP.1:lEC.SERvtCETOBE. '� �$ Gn. � � RIM28.s �p y �� PLACED iN CONDUIT[IYP. er INV IN 24.0 LARGE GRAVEL(SW) OFFICE:369.2 SF X 0.016 GPDISF = 22.2 GPD Su Unt DeGpartm f Health Services. j , - =1,120.2 GPD<2,290,5 GPD u• • v 6 �, ` EXPANSION POOL 15.0' ,I PROPOSED 50'/. PROPOSED KITCHEN/GRAY FLOW: Call 631 b =45' Cf1 Jule Inspections /h, /f �, .h - / s'0 X17 DEEP MED.TO COARSE 1193 PEOPLE X 2.5 GPDISEAT = 482.5 GPD gg I "� Nw 1 gas o RIM 28.E PALE BROWN SAND T 3 I AI:I ance. � � �, , � r a9,,� r /, , r ,� ' INV IN 24.0 s Ter n 1 � � '�0 ' . � PROPOSED SEPTIC TANK -SOME FINE TO TOTAL PROPOSED SEWAGE FLOW =1,602.7 GPD 25'e a SMALL GRAVEL(SW) SEWAGE DISPOSAL SYSTEM DESIGN (CHURCH &PARISH HOUSE) EX GAS MAIN 4 / / ! "� \ "� 6"0 DUCTILE E ON PIPE , / , "0� VO X 4'DEEP(1,200 GAL) PROPOSED U.G.GAS SERVICE 1 L RIM 27.6 CONNECT TO EX STUB) �, ^� �a 1 TEST HOLE 2g^� R LINE � INV AN 25.3 22.0' NEW CHURCH SANPROPOSED C,TUARY:1.55 GPD/SEAT X 112 SEATS = 168.0 GPD AGE FLOW: 22.6 L 5.4 HGHEST EXP.GROUNDWATER PER USGS WELL S16780.1 EX PARISH HOUSE(>1,2WSF) = 300.0 GPD 3 ( � N � " 5 AIR LINE INV OUT 2a s FINE TO MEd.LIGHT PROPOS -STORH1�Rt;t1 \ Ga (TYP') • .��� s �y POSTING SHEDS BROWN SAND- ) 1ST FLR MEETING ROOMS:569.0 SF/7 SFIPER.=81 PEP,X 5 GPD = 405.0 GPD r h \ I s v TO BE REMOVED4aE SOME FINE TO 24.0(EL 4.0 GZOUNDWATER ELEV.) OFFICE:3692 SF X 0.06 GPD/SF = 22.2 GPD PROPOSED U.G. I I UNFINIS D CRAWL SPACE \� PUCKERS LANE ELECTRIC SERVICE rob E .0 IL \ ro• .r' ��� •07 2 LARGE GRAVEL(SW) = 895.2 GPD a � � \ � �rvN �'' / • ' s� �$6 �4' �,,, -•- 27.0` PROPOSED DESIGN CAPACITY OF VA UNIT' F.F.29.3 ""- , y y 6• PROPOSED FLOW RATE 895.2 GPD �''° \ t •*( �• TESTHOLE BY MCDONALD a ' 1 o- 4 446 SF \\ 2 g? '�_ PROPOSED ONE FUJI CLEAN CEN-10 TREATMENT UNIT=1,000 GPD>895.2 GPD ° PR� sED 1•WATER SERVICE \ , I I- I GEOSCIENCE DATED 10/18/18 �a\ � DRAIN 1 SAN CROSSING � � \, _ GROUNDWATER ENCOUNTERED LEACHING POOLS: (CONNECT TO T 1 \ \ ry BOT.WASTE LINE EL 26A b 8 `� 24'BELOW GRADE LEACHING 1.5 GPDIS;Q.Fl,=8952 GPD/1.5 GPDISQ FT.=596.8 5F r 1 \ \ �? PROPOSED LEACHING POOL 8'A X IN X 1'.25.13 SO.FTJFr. TOP DRAIN LADE EL.2a.8 OP05ED GREASE \\ 6'0 X 13'DEEP ^� - 29 F0 X T DEEP(1,500 ) �n DRYWELL PROPOSED ' "I _ �'' RIM 282 r " RIM 27.5 INN IN 2d.6 596.8 SQ.FT 125.13 SFIFT.=23.7 V.F. ') IRV O T 2 6 USE 2-8'0 X 12 DEEP LEACHING POOL=24 VF>23.7 VF EX WATER � � 1� I \ "c � • ' A41f OUT 25A •. kk gin I" - SUFFOLK C TYPE DESIGN FOR 50% EXPANSION: MAIN J t \, �� I ` 596.8 S.F. X .50 =298A S.F.125.13 SFIFT.=11.9 V.F. E fNry z,n FINISHED FUJI,CLEAN USA �, PROPOSED 50X EXPANSION POOL � 3 GRADE CAPPED OR PLUGGED ADJUSTABLE CASTING TO GRADE • �+ a. -' ' U CONTROL PANEL RIM 2&1 DEEP g V rJ USE 1-8'O X 17 DEEP LEACHING POOL=12 VF>11.9 VF . ~t' I RECEPTICLE `\` i INN IN 24.5 QIn tZ SEWAGE DISPOSAL SYSTEM DESIGN (� . i \ o i?o ;:. • .. . ADJUST TO GRACE WITH N.J.SHALE (CHURCH HOUSE KITCHEN) \ \ U p RED BRIO(&MORTAR(MIN.OF TWO COURSES&MAX.OF 15') • I ' � ,; N � v s .. , . \ sJ _,,.:.<,•: ._�� PROPOSED MTCHENIGIRAY FLOW: 193 PEOPLE X 2.5 GPDISEAT =482.5 GPD 4'LAYER OfSTONE I I `"� t• o ° 7-W w PROPOSED DESIGN CAPACITY OF SEPTIC TANK' • WZ PROPOSED FLOW RATE 482.5 GPD X 2 DAYS STORAGE=965.0 GPD MAINTAIN Mill 4'SEPARATION PROPOSED ONE 1,200 GALLON SEPTIC TANK 8-0 X 4'DEEP=1,200 GPD <965 GPD El(.G SERVICE �•+-- w-T v BETWEEN BMKWORK AND STRUCTURE � � LEACHING t - Ii �NN o LEACHING POOLS: DEPTH EXISTING SEPTIC SYSTEM 4' MIN.CLASS fSOPIPE F 0 X 3.14 X T=25.13 S(Q.FTJFT. gy 8• � I (AS REQUIRED) ( ) 1.5 GPD/S Q.FT=482.5 GPD/1.5 GPD/SQ.FT.-321.7 SF PROPOSED � `' -` s2.4' TO BE PUMPED DRY AND 4'DIA.45`BEND 321.7 5Q.FT!25.13 SF/FT.=12J3 V.F. .. ELECTRIC SERVIC �•a' WITH PLAIN ENL 1 �-+ i WA R SERVICE _ w �, o w rJ FUJI CLEAN USA A OWEtZTO BE INSTA D ABANDONED IN PLACE IN OL N ON A 4"P.C.SLA AND TO BE F}A 'fRED 0 ACCORDANCE WITH THE CONTROL PAN DETAIL THIS SHE AND MECHANICL USE 1-8'0 X 13 DEEP LEACHING POOL=13 VF>12.8 VF �", z a SEE $ r= ( 0 SCDHS STANDARDS AIR LINE JOINT FITTING(O.P.) (( 2" LINE•TOIRO " 1 PROPOSED LEACHING QO L M DESIGN FOR 50% EXPANSION: WITHARBON FILTER �_�' I I 8'0 X 17 DEEP c 321.7 S.F. X .50=160.9 S.F,125.13 SFIFT.=6.4 V.F. $an Q RIM26.3 M �� 4'X4"X4'WYE BRANCH I INN 23.0 ( USE 1-8'0 X 14'DEEP LEEACHING POOL=13 VF>6.4 VF $ E PI Arras INCIN Celt P` PROPOSED 50%EXPANt510N WITH MECHANICAL JOINT 1 f r VO X 17 DEEP tk FITTINGS(D PROPOSED DESIGN CAfPACrtY GREASE TRAP RIM 26 4 I Z6' .I.P.} PROPOSED KITCHEN FLOW RATE 482.5 GPD 24 ` .2 -TV23.0 ---4" USE S0X5'EFF.DEPTH GT=1,500GPD • „ Z 4• UWNLINK FENCE AL�DISTRIBUTION 247.0 STORM DRAINAGE INLET"P.) i PROPOSED RAIN N74 50 00 N FLOW SEWAGE DISPOSAL SYSTEM DESIGN(APARTMENT) PROPOSED SEWAGE FLOW: GARDEN PROPOSED FUJiClF11N CENS PROPOSED PRECA BOX LAND NSF OF --� 4`MIN.DIA 4'MttV.DtA FLOW ---•- 601 SF TO 1,20D SF APARTMENT=225 GPD BA UNIT RIM 26.1 51750 ROUTE 25 LLC EX I RIM 26.2 PROPOSED 1WO INV OI 23.5 S.F. RESIDENCE PROPOSED DESIGN CAPACITY 1/A UNIT: ANC AN 23.6 CUSTOMORYWEL RAFWIT INV OUT 23 CO*ECTED TO PUBLI WA TYPICAL SAN I TARP HOUSE PROPOSED FLOW RATE:225 GPD INV OUT 23.6 CUSTOM TRAFFIC CONNECTION N ECT I 0 N PROPOSED ONE FWICIJEAN CEN-5 TREATMENT UNIT SITE PLAN BEARING"SLAB(SEE 2"VENT CARBON FILTER TO BE TERINATED 18' SCALE:1"=30' DEVICE MIN.ABOVIGRADE CLEAN-OUT DETAIL LEACHING POOLS: LEACHING @ 1.5 GPD/S0_FT.=225 GPD 11.5 GPD/SQ.FT.=150 SF HEAVY DUTY LOCKING CAST IRON NOT TO SCALE 300 SF MIN.LEACHING AREA REQUIRED HEAVY DUTY LOCKING CAST IRON HEAVY DUTY AND LOCKING HEAVY DUTY LOCKING CAST IRON COVERS TO GRAD(TYP.) 8'0 X&14 X 1'=25.13 SIC).FTJFT. COVERS TO GRADE(T'YP.) CAST IRON COVER TO GRADE COVERS TO GRADE(TYP.) 12'MIN. Eno PROPOSED 10'0 DRYWELL WITH CUSTOM TRAFFIC 300 SQ.FT/25.13 SF/FT.=11.9 V.F. F.F.29.5 MORTAR FROST PROOFING BEARING SLAB MANUFACTURED BY DIAMOND,LONG 24'0 PRECAST MORTAR FROST PROOFING MORTAR FROST PROOFING INSTALL DUMMY RINGS ISLAND OR SUFFOLK PRECAST OR AN APPROVED USE 1-8'0 X 12 DEEP LEACHING POOLS=12 VF>11.9 VF CONC.RISER RINGS 24.0 PRECAST CONIC.RISER RINGS F.F.EL 29.0 EQUAL 24'0 PRECAST RISER RINGS HEAVY DUTY LOCKNG CAST IRON DESIGN FOR 50% EXPANSION: Ct.EANOUT(SEE DETAIL) 2.5'MAX (12'MAX HEIGHT) 2•5 MAX (12'MAX.HEIGHT) OR DOME AS 2'VENTO VA U PROVIDE END CAP TYPE LEVELING EL 28.8 EL 28.2 GRADE L .6 RARE EL 27.5 NECESSARY TO BRING L 26.5 EL 26 2 DEVICES AT OUTLETS L 61 (7 MAX HEIGHT) COVERS TO GRADE(1'YP.) 300 S.F. X .50 =150 S.F.125.13 SFIFT.=5.9 V.F. 24'MIN.CAST IRON PIPE rn 'r/ TRAFFIC BEARING SLAB na 24' FFIC BEARING STAB PROPOSED EXTENDING THROUGH cv �24- :h STRUCTURE TO GRADE PROVIDE A THE AT GRADE EL FOUNDATION WALL TRAFFIC BEARING SLAB----� 'ao 6'PVC WASTE LINE �• gyp) THE FACE OF THE BUILDING TRAFFIC USE 1-8'0 X 12 DEEP LEACHING POOLS=12 VF>5.9 VF M. PITCH VC114 AS PER FOOT ao 4•PVC WASTE LINE INN.EL 23.6 fNV.EL 23.5 BEARING SLAB TRAFFIC BEARING SLAB INSTALL DUMMY RINGS OR DOME �•_ _FLOW UlN FLOW PITCHX INCH PER FOOT ALL LEACHING POOLS SHALL BE INV.EL 24,1 INV.EL 23. Li AS NECESSARY TO BRING GENERAL NOTES. INV EL 26.5 _r s L� 7 MIN. PLACED IN ACCEPTABLE LEACHING WL $ PROPOSED STRUCTURE TO f INV EL 25.3 = v go SOILS AS APPROVED BY THE 24'MIN.CAST IRON PIPE I V.El-23.8 2 20• ( GRAD(TYP•) a INV EL 24.8 EXTENDING THROUGH in 4'PVC WASTE UNE y�N 2'MIN. 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN PROVIDE A CLEANOUT AT IN L -v INV EL 25.4 '- SCDHS. IN THE EVENT POOR THE FACE OF THE BUILDING z INV EL 24.6 LEACHING MATERIAL IS FOUNDATION WALL Y ITCH 1181NCH PER 4'0 8• T MIN. ALL LEACHING POOLS SHALL BE PLACED IN OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. o to t' �, FOOT 4'PVC WASTE LINE is COLLAR ACCEPTABLE LEACHING SOILS AS APPROVED BY THE D 1 T(T MIN. n. ENCOUNTERED,EXCAVATION IS TO 4•SANITARY WASTE PIPE a 4' 26'(10 MIN.) p w PITCH 118 INCH PER w SCDHS. IN THE EVENT POOR LEACHING MATERIAL IS 2. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM SURVEY BY KENNETH M.WOYCHUK DATED JUN'E 15,2016. VERTICAL 10' S'MIN. _, o BE CONTINUED TO SUITABLE PITCH 1/4 INCH PER FOOT EL 19.3 o 4 { ) FOOT 1 EL 23.0 I ENCOUNTERED,EXCAVATION IS TO BE CONTINUED DATUM IS APPROXIMATE NAND 88. EL 20.4 MATERIAL AND BACKFILLED AS TO SUITABLE MATERIAL AND BACK FILLED AS NEW 4'SANITARY KITCHEN DUCTILE 4. BAFFLE WALL 4• .wi T MIN DETAILED. CUTTING RINGS MAYBE �p�tN. 5 MIN 26'(7 MIN" I DETAILED. CUTTING RINGS MAY BE REQUIRED. 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK IRON WASTE PIPE FROM BUILDING EL 20.1 MONOLITHIC UNIT F DIAMETER COLLAR REQUIRED. EL 11.0 THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE PITCH 114 INCH PER FOOT EL 11.6 PROPOSED 1/A FUJI CLEAN � 8'DIAMETER z CONFORMED ACCORDINGLY IN THE FIELD. _I WASTEWATER TREATMENT I _ ( BACKFlL WITH CLEAN SAND r' V DIAMETER-�' I 8'DIAMETER SYSTEM MODEL CEN-5 HIGHEST EXPECTED GROUNDWATER ELEVATION EL 5.4 PER USGS LL Sf6780.1 `"' AND GRAVEL 4. A MINIMUM SEPARATION OFTEN(10)FEE?HORIZONTAL AND EIGHTEEN(18)INCHES VERTICAL IS TO BE MAINTAINED BETWEEN " BACKFlLL WITH CLEAN SAND-------------------------- ---------------------------------------------------------------------------------- ----------------------------- -----L---------------------------- WATER LINES,STORM DRAINAGE 0)FEEIOR SANITARY LINES OR STRUCTURES. PROPOSED PRECAST r PROPOSED LEACHING AND GRAVEL PROPOSED I/A OWTS PRECAST DISTRIBUTION BOX GREASE TRAP DETAIL PRECAST SEPTIC TANK DETAIL POOL DETAIL 6'MIN.PENETRATION IWO SAND AND SEE DETAIL H PROPOSED LEACHING POOL DETAI� 6'MIN.PENETRATIONIWO SAND AND 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK SHEET 2)GRAVEL STRATA GRAVEL STRATA 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL HIGHEST EXPECTED GROUNDWATER ELEVATION EL 5.4 PER USGS WELL S16780.1 APARTMENT SANITARY SEPTIC SYSTEM PROFILE LAWS,CODES AND ORDINANCES.CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS SANITARY SEPTIC SYSTEM PROFILE (CHURCH KITCHEN) N.T.S. OFFSITE DEBRIS SHALL NOT BE BURIED ON-SITE. 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, 2'VENT CARBON FILTER TO BE TERMINATEDl8' NOT TO SCALE TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO W20 LOADING AT THE COVER CONDITIONS SHOWN ON DEVICE MIN.ABOVE GRADE THE PLANS. ALL LEACHING POOLS SHALL BE PLACED IN ACCEPTABLE LEACHING Suffolk County Department of Health Services 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. SOILS AS APPROVED BY THE SCDHS. IN THE EVENT POOR Approval for Construction-Other Than Single Family �• �� LEACHING MATERIAL IS ENCOUNTERED,EXCAVATION IS TO BE IENCTNEEF .•CERTIFICATION REQUir.ED. 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. 314122 SCDHS COMMENTS HEAVY DUTY AND LOCKING HEAVY DUTY LOCKING CAST IRON 12'MIN. W MIN. CAST IRON COVER TO GRADE COVERSUT GRADE(G CA CUTTING CONTINUED TO SUITABLE BE MATERIAL AND BACKFILLED AS DETAILED. HEAVY DUTY LOCKING CAST IRON Reference No. C-20-0036 Design Flow 1,603 GPD SIJP141T P.C.OP. R.A.CERTIFICATICM 10. DURING CONSTRUCTION,EROSION AND SEDIMENT CONTROL MEASURES TO BE 1/27/22 REVISE BUILDING MORTAR FROST PROOFING COVERS TO GRADE(IYP.} FOR INSTAL,LATIO1s AND CONSTRUCTIOti UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF•SITE 1111912020 SCDHS COMMENTS F.F.29.5{CHURCH) PROPOSED 170 ORYWELL WITH CUSTOM MORTAR FROST PROOFING use(s) Church, Parish House, and Apartment AREAS,PONDS,DRAINAGE INLETS,ETC. THE METHODS AND MATERIALS EMPLOYED F.F.31.2(PARISH HOUSE 7 VENT TO I/A UNIT 24'0 PRECAST CONC.RISER RINGS TRAFFIC BEARING SLAB MANUFACTURED OF SEWAGE DISPOSAL SYSTEM (IT MAX.HEIGHT) BY DIAMOND,LONG ISLAND OR SUFFOLK 24'0 PRECAST RISER RINGS MORTAR FROST PROOFING These lans have been reviewed for general conformance with Suffolk etas &H-20 INS I ALLA i 10N APPLICANT IN THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL 10I8/2a20 SCDHS COMMENTS P S F07:FII+IAL�lP. .ti0Y1�,t.. EL 28.8 GRADE L 28.7 TRAFFIC BEARING SLAB EL EL .T EL .7 PRECAST OR AN APPROVED EQUAL (7 MAX HEIGHT} County Department of Health Services standards, relating to water CONFORM TO'THE NEW YORK GUIDELINES FOR EROSION AND SEDIMENT CONTROL'. 7I3I2020 SCDHS COMMENTS PROVIDER GRA EL 8 GRADE 28 supply and sewage disposal. Re ardless of an omissions, ** REWISIONS CLEANOUT AT THE PP y g y FUJI UNITS MUST BE INSTALLED PER DEPARTMENT FIRST UNIVERSALIST OF SOUTHOLD 11. ALLBACKFILLSHALLBESELECTGRANULARMATERIALCOMPACTEDT095% rs ro 24• TRAFFIC BEARING SLAB inconsistencies Or lack of detail, construction is required to be in INSTALLATION METHOD APPROVAL DATED 1/20/23 PO BOX 221 MAXIMUM DENSITY AT THE OPTIMUM MOISTURE CONTENT,AS DETERMINED BY FACE OF THE INV EL25.5 4'PVCWASTEUNE �* INSTALLDIUMMRINGS accordance with the attached permit conditions and applicable AND CERTIFIED BY DESIGN PROFESSIONAL.** $OUTHOLD,NY11971 STANDARD PROCTOR TEST. rtaw PITCH 114 INCH PER F00T 4'PVC WASTE LINE standards,unless specifically waived by the Department.This approval BUIl.DLNG �• OR DOME AS b rW 12'MIN. - -- PITCHY INCH PER FOOT INV EL 24.6 4'PVC WASTE LINE NECESSARY TOIRING 4'PVC WASTE LINE PITCH X INCH PER FOOT expires 3 ears from the approval date, unless extended or renewed. 12. LOT AREA:53,962 S.F.OR 1.239 ACRES INV EL 25.8(PARISH HOUSE} PITCH 1/4 INCH PER FOOT x �- �---PROPOSED P Y PP :� wt Water Line(s)MUST Be Inspected By The INV EL 25.8(CHURCH) a INV EL 25.0 r INV EL 24.7 STRUCTURE T(aRADE Plans are prepared by Condom Engineering,P.C. It is a violation of the o INV EL 24.9 (TYp) 1/23/23 , Suffolk County Department Of Health Services. New York state Education Law,Article 145,Section 7209,for any 13. THERE ARE NO WELLS WITH 159 OF THE PROPERTY,, w 24'MIN.CAST IRON _ _o 4 _ EL 23.8 Approval Date ` Reviewer person unless acting under the direcion of a licensed Professional i PIPE EXTENDING 11'PARISH HOUSE _P 6`(5 MIN.) - INV EL 24.4 INV EL 24.0 PP Call 631-852-8454 To Schedule Inspections Engineer,Architect,or Land Surveyor,to after any item in any way.'I THROUGH IT CHURCH L 1 -' EL 20.6 a 48 Hours In Advance. an item bearing the seal of an Engineer,Architect or land Surveyor Is FOUNDATION WALL (10'MIN.) EL 196 6'(6 MIN.) 31 (8 MIN•) w APPROVED IN ACCORDANCE WITH BOARD OF altered,the altering Engineer,Architect,or Surveyor shall atFix to BAFFLE WALL 4' o t;` r 6DIAMETER PROPOSED 4' PRECAST U_ REVIEW DETERMINATION DATED 4/8/21 the item his/her st'aland the notafion'Alt�ed by"fonowedby hismer BIOTUBE�FFtUENT FILTER MODEL PROPOSED VA FUJI CLEAN USA DISTRIBUTION BOX � CouaR signature and the date of such alterations,and a specific description of FTSO444-36VORMODEL WASTEWATER TREATMENT (SEE DETAIL ON SHEET 2) SUBJECT To COVENANTS & RESTRICTIONS UVER 13182 S•C•T•I I•: DIST•��O()SEC. 63 BLK.6 LOT 6.�, 6.2 FTW0444-36V OR MODEL.FT0822-148 SYSTEM MODEL CEN-10 EL 12.0 PAGE 361 FIRST UNIVERSALIST i 6'DIAMETER _I Scale:AS SHOWN Condon Engineering P.C. CHURCH OF SOUTHOLD PRECAST SEPTIC TANK r Z (PRETREATMENT TANK) DETAIL PROPOSED I/A OwTS PROPOSED LEACHING HIGHEST EXPECTED GROUNDWATER ELEVATION EL 5.4 PER USGS WELL S16780.1 POOL DETAIL " Drawn by:JJC 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) OF Mattituck, New York 11952 SOUTHOLD NY CHURCH & PARISH HOUSE SANITARY SEPTIC SYSTEM P OFILE BAANo RAVEL C`�'"Ste'° SMIN. NDGR GRAVEL 631 298-1986(631)298-2651 fax SAND AND GRAVEL STRATA Date:1/17I2020 ( ) NOT TO SCALE Health Department Approval Stamp www.condonengineering.com SANITARY PLAN CONTROL PANEL MIRING DIAGRAM Pa'I 2-112"VENTILATION PIPE PLEASE PROVIDE WIRING DIAGRAM TO LICENSED ELECTRICIAN FOR MAKING PROPER ELECTRICAL CONNECTIONS. SCUM BAFFLE B CI beer AMBER Volume( al) CHAMBER vcdnme r 1(A COPY OF THIS DIAGRAM IS ALSO PROVIDED INSIDE NEMA 4X RATED CONTROL PANEL ENCLOSURE). PROVIDE END CAP TYPE LEVELING A a erobictFil Chamber 556 T-1 Sedimentation Chamber 277 Anaerobic Filtration(Mamba sse r-1�" r-7�" r-�. (� Anaerobic Filtration Chamber 278 DEVICES AT OUTLETS WVEN ILATrONPIPESCU uE Aerobic Contact Filtration Chamber 248 Aerobic Contact Filtration Chamber 127 PLEASE NOTE:THE BASIC FUJt CLEAN CONTROL PANEL DOES NOT COME EQUIPPED WITH A TIMER OR TIMING DEVICE.PLEASE ++ Storage Climber ,zs •. [);sinfecticm Chamber ,t �,= AIR L C PUMP N Storage Chamber 63 CONTACT YOUR DISTRIBUTOR FOR THIS AND OTHER ALARM/CONTROLLER UPGRADE OPTIONS. Total Volume ,,ass Disinfection Chamber 4 ,SINFECT1OP Total Volume 749 • CYLINDER(OPTIONAL) INLET SPECIFICATIONS 4"INLET PIPE © LIFT PUP Anaerobic Media PP/PF. Filling Rate 46%u "OUTLET PIPE • sa�FE Board T Aerobic Media PVC/PP!PE Fillin Rate 17%. A � SPECIFICATIONS Qi ttttfat>E To 16 IMt!e cyumER��l Aerobic Media PP/PF Fillin Rate sa% 4' Board T e Aerobic Media PVC/PP/PF. Fillin Rate !A Anaerobic Media PP/PF. Filling Rate 32% r------------------ Blower 3.o cfm rtrxEratPE •otJrLETt�rE Tank FRP g a e 16% Q1TEt .IA PipingPVC/PP/Pr Aerobic Media PP/PE Filling Rate 57% i Access Covers Plastic/Cast Iron -EFFLUENT Blower I 1 l I 1 1 I rJr ( INLET BAFFLE AIR LIFT PUMP Tank Disinfectant( onatl Chlorine 2 I72P BAFFLE REQUIRED IF INLET PITCH ., ® Q �� 3 Piping PVC/PP/PF, 1 EXCEEDS 112'PER FOOT Access Covers Plastic/Cast Iron t I L Disinfectant(Optional) Chlorine Tablets N Ll t 1 ( 1 1 1 1 I r � ® RECIRCULATION PIPE OW BAFFLE 112"A1R INTAKE 1 o-! I l [ - I v�a I I 120YAL -.• FF �IW'FM ALARM I'LE AT 1 H i FLOW OPENING{TYP.j (CLEANING OPENING) B 1 l PLW FLOAT ' WO CIRCUIT PROTECTION, (I'VER OAD PROTECTIONPLAN VIEW -_______________�.__---____—. I I l AND I DISCONNECT PROVIDED BY OTHERS 1e T'G"� "BAFFLEGO —I 7NR1�"'� 1 1 AND MUST BE SIZED ACCORDfiV6 TO RV/MOTOR at�,�EN mPa (CLEANING 1 B 18"MANHOLE(1 YP) is"MANHOLE(TYP) 24"MANHOLE(1 YP) ISINFECTION 24"MANHOLE L_,•.-___-___.-...-., I MA,NUFACTURIt� SPECIEICAI'IO�N$. TRAFFIC BEARING COVER CYLINDER(OPTIONAL) 1 1 TO MEET AASHTO 4H20 STANDARD M.H.FRAME&COVER, OPENING t'" P -. FINISH G ADE TYPE'r ADJUSTABLE CASTING 1 MANHOLE 'r MANHOLE� fa•MANHOLErtYP'i u � SWECTION COARD TYPE MEDIA CYLINDER f� ) vi AERATOR A - ow OPENING 1 GNDLUG 0 m , v.. ADJUST TO GRADE '�' +' coNrncTT YPE 0) 4T T8# • WITH N.J.SHALE M EXTERM CNONEiyTS (COMPRESSOR Art)/(� PUM) PROVIDED Bf OTHERS RED BRICK& 1(ND DUST BE U.L APPROVED THERI aY PROTECTED PUMPS s MORTAR(MIN.OF 5s" s'-s TWO ® ECtRCULATION +� 4'MIN. COURSES&MAX dRCUU4Tttkt 4'•4�" ASSEMBLY OF 151 0 ASSEMBLY 4'�" AN •. TEMPERATURE RATING OF FIELD INSTALLED CONDUCTORS MUST BE AT LEAST 140 DEG, F. (D ' EROBIC MEDIA ® ® (60 DEG. C.). TERMINAL STRIPS AND GROUND LUG USE COPPER CONDUCTORS ONLY. 0 a A TMIN. OVE © (� © tcMeotA CONNECT GROUND LUG IN PANEL TO A SECURE EARTH GROUND OUTLET VERT THIN. • `. :•. :• , y 6'MAX RATION ASSEMBLY DASHED LINES REPRESENT FIELD WRING FIELD WIRING SECTION + • AERATION ASSEMBLY SECTION A-A VIEW SECTION B-B VIEW CONCRETE DIS RIBUTION BOX SECONA-A VIE ALARM/CONTROL PANEL SIRING DIAGRAM P.2 N.T. . TI W SECTION B_B vlEw -...-. Fu ZClean USA CEN—I O �Ta.rsed ebm ttaMr.., 4t CEN-5 NN Structural Drawing DATE.: „no14 SCALE: 3B^=,' Structural Drawing I t I DATE: 07/012014 SCALE: I!L^=,^ , 1 I 1 fern 1 N NOTE: PROVIDE GFI RECEPTACLE EEC NEAR CONTROL PANELS FOR PAEL MAINTENANCE. 20 AMP BREAKER C8166 TEST. KWM4L. SILENCE r^. T 2 f TNMUS EXTERIOR 12 AWG OF WIRE IN 3/4'PVC �� I n • BELOW GARDE ITED JUNG71ON N A SPRINKLER BOX BOX SCH 80 CONDUIT clRRgr "Ma t s• AH111 ( T Ps1IP 1 HIP" N • +a f P svPaESM s If !) LT115 Tat FS115 TBr % � 2 B __. xl x2 ALARM RMAT NACON FUJI CLEAN USA CONTROL PANEL CHURCH ELECTRIC RISER DIAGRAM CBI20 CLASS W ,a' NOT TO SCALE 2 '^ y + -----......-•----- •----------_ ....____ N A Q CONCRETE FILL A A 1 1 I O 40M PSI 1 1 TYPE II CEMENT �oQ� COVER ID MANHOLE A PROVIDE GFI RECEPTACLE c1Rcu1T BRE t t 5 MANHOLE NOTES: NEAR CONTROL PANELS FOR a._____ 1. ALL MANHOLES SECTIONS SHALL ELEC MAINTENANCE. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES A �' tib CONFORMTSA.S.T.M. ARo PANEL APPROVED 1MMTW - -`-- --'----- SPECIFICATIONS FOR PRECAST REFERENCE NO. C-20-0036 REINFORCED CONCRETE M.H. a - SECTIONS. SEE SHEET 1 OF 2 FOR SPECIAL CONDITIONS 2. MANHOLE RISER SECTION TO BE EXTERIOR RATED REVIEWER'S INITIALS BE 1 I FURNISHED IN 1,2,3,OR 4' JUNCTION BOX 20 AMP BREAKER ' •,. a cam a Tal Fs12e ___ Tal '• HEIGHTS AS REQUIRED. BELOW GRADE IN A zero ^ o-- --------- •------ N SPRINKLER BOXAMP 12AWGOFWIREINY4' e 20 i LS-�-_y 8 �' A elaair>t�P�t£a t rtAer 1 1 PLAN 3. LOADING TO CONFORM T AASHTO H-20 LOADING PVC SCH 80 CONDUIT STANDARD M.H.FRAME&COVER, MANHOLE NOTES: PLAN p � FINISH GRADE TYPE'F'ADJUSTABLE CASTING 4. CONCRETE TO BE 4,000 PSI�28 DAY SET 1 1. ALL MANHOLES SECTIONS ADJUSTABLE LOCKING TYPE"F'CAST vurP #4 BARS @ 8' i SHALL CONFORM TO A.S.T.M. TRAFFIC BEARING COVER F11J1 CLEAN USA O.0 E.W.BOTTOM C 478,LATEST REVISION IRON FRAME AND COVER FINISH GRADE TO MEET AASHTO H2O 5. ALL OUTLETS ARE TO BE SET AT (J BE WATERTIGHT AND INSECT PROOF) THE SAME ELEVATION,0,1' CONTROL PANEL STANDARD SPECIFICATIONS ADJUST TO GRADE WITH N.J.SHALE FOR PRECAST REINFORCED MINIMUM BELOW INLET(S) RED BRICK&MORTAR(MIN.OF TWO CONCRETE M.H.SECTIONS. 12S MAX APARTMENT ELECTRIC RISER DIAGRAM 1 1' COURSES&MAX.OF 157 2 MANHOLE RISER SECTION TO NOT TO SCALE MANUR IDENTIFICATION COVER S.C.D.P.W.STD.M.H.STEPS BE FURNISHED IN 1,2,3,OR 4' ao CAST IN WALL (S.S.OR STEEL REINFORCED HEIGHTS AS REQUIRED. 24' Notes: COPOLYMER POLYPROPYLENE) VISUAL BEACON 3. MANUF.TO CERTIFY THAT 1 T O.C. MANHOLES DELIVERED MEET STEPS)E TO N COPOLYMER MAST IN IDENTIFICATION 'All wiring and CIRCUMFERENTIAL CAST IN WALL n9 e�P�are to be be Provided and installed by the Electrical contractor(EC)in -T REINFORCEMENT 0.12 SQ.IN./FT. ALL REQUIREMENTS OF POLYPPPYLENE COATED 1l2'FEEL BARS�12'O.C. ctric accordance with the National Ele Cade(NEC)and local Electrical Codes, OF HEIGHT S.C.D.P.W.SPECS. 12'O.C. 'The EC will file all necessary forms and pay all fees for the electrical work shown on these drawings.The 1yaFawwc€ %'SQ.OR Y4'0 SELF 4. LOADING TO CONFORM T [TY'•) trYP.l amtractorwib arrange for alf kr<;pections and secure a Fire Underwriters certdficate which is to be fumed Health Department Approval Stamp SEALING BUTYL RUBBER AASHTO H-20 LOADING over to the owner at the t�rrlptetian�the oak, RMICLEAN NEMA 4X CONTROL PANEL 5. REBAR TO CONFORM TO ASTM JOINT SLAW TO BE I'BUTYL Of 'AN foundation penetrations for entry of directly buried feeders are to be equipped with galvanized steel A-615M Fs--6D,000 PS! sleeves. RMC is to be used at all other foundation and floor penetrations. RISER FOR ALL JOINTS 1/27/2022 REVISE BUILDING 3'�'MAX. 0 (TY'•) 4'OR 5' 6. WELDED WIRE MESH TO 'Furnish and Install new servicr equipment and drrxfit breakers as shown do thew drawings. AM panels 101812020 SCDHS COMMENTS CONFORM TO A.S.T.M.A185 and breakers are to be labeled. The electric panels are to be installed and grounded in accordance with the REVISIONS Fs--65,000 PSI 3-T NEC and Lail Electric Codes. ELECTRICAL AND CONTROL TO BLOWER 5' 7. CONCRETE TO BE 4000PSI @ 28 4T I.D. (TYP•) 'AM switch and outlet boxes,junction boxes,and pull boxes installed on the exterior are to be galvanized DAYS steel and rated for exterior use. CONTROL WIRING TO DINTS All exterior cutler are to be housed in weather prof enclosures. APPLICANT 8. FLAT SLAB TOPS(NO JOINT) 5. Must HAVE TOP&BOTTOM FIRST UNIVERSALIST CHURCH OF SOUTHOLD Z STEEL, o CONICRETEIVERT FORMED TO Plans are prepared by Condon Engineering,P.C. It is a vitiation of the Near Yak State PO BOX 221 MAC'R'AIR BLOWER m A#2 STEEL HOOP Education Law,Article 145,Section 7209,for an unless acts under the SOUTHOLD,NY 11971 cs PVC J 9. REFER TO THE SCOPW AT LEAST TtEE QIdARTERS OF Y tin n9 WEATHER RESISTANT q w AROUND OPENING('TYP,) direction of a licensed Professional Engineer,Architect,or Land Su ENCLOSURE SUPPLIED "'`" 2• ,) 3/4(d SANITARY SEWER STANDARD THE bIAETER OF THE PIPE w ng Surveyor,to after any ��, �• BY MANUFACTURER CT DETAIL SHEETS FORHk W o stern in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor ELECTRICAL SUPPLY ADDITIONAL DETAILS. PVC JOINTS �, Is aftered,the afters Engineer,Architect -�,_ n9 n9 ect,a Land Surveyor shall affix to the item 's,•, •',.. FLEXIBLE JOINT(TYP.) PROVIDE NON-SHRIN1f4NG b5T JOINT SEALANT q w hislher seal and the natation'Aftered by'foNowed by hislhersignature and the date of "' such ahtsations,and a specific description a the alteration. S.C.T.M.: DISTA 000 SEC.63 BILK.6 LOT 6.1,6.2 FROM BUILDING MAIN �' 'KOR-N-SEAL'FLEXIBLE SLEEVE ELEC.PANEL 4'CONCRETE SLAB • \.-OR APPROVED EQUAL(TYP.) FLEXIBLE JOINT FIRST UNIVERSALIST COWR (SEE DETAIL) ') SEES ORING DETAIL CAST IN PLACE:FLUrz RUBBER SLEEVE Scale:AS SHOWN Condon Engineering P C MONOLITHIC BASE 51A6 WITH STAMESS STEEL STRAPS � � . S CTION A-A REINFORCEMENT#4BARS OR SECTION A-A CHURCH OF SOUTHOLD r 6 o.C.E.W.TOP Drawn by:JJC 1755 Sigsbee Road 51 970 MAIN ROAD (NYS 25) OF FUJICLEAN CONTROL PANEL AND BLOWER DETAIL 1 Mattituck, New York 11952 SOUTHOLD NY 4 DIAMETER SANI ARY SEWER MANHOLE CONCRETE DISTRIBUTION MANHOLE Date:7/3/2020 (631)298-1986 (631)298-2651 fax NOT TO SCALE N.T.S. N.T.S. www.condonengineedng.com SANITARY PLAN 2 S.C.T.M.# DISTRICT: 1000 SECTION: 63 BLOCK: 6 LOT: 6. 1 & 6.2 Q � o'V' HYDw V� WHET 26.9 ° Uj APRON a ARROWRROW I RROW U•P• ARROW ROUTE 25' oU O O CONC. CURB TCB 27.9 TCB 28.0 APRON CONC CURB �'� w.v. WHITE LINE �' ' - - -- - - -- - - -- - - -- - - - - - - - - -- - - -- - - -- - - - - - - •� R'�T o� DOUBLE YELLOW ARROW oa�o MAIN ROAD NYS RT.25 o ARROW / W.V. / TC 25.6 TC 26.4 ° / TC 25.3 G.V. BC 25.t ------ CONC. CURB BC 26.0 4.9 - 7 �______� -- TCB 26.8 TCB 27.0 / 8C W.V. G.V. �NO ST�PPIRC---� ^— 27 W.V. / N��E �'� 9,,,,26 69�a3 �� ri �- LIMIT3�TIPH-�.-fiQ,, u.P.��8`` e e CO C. SIDEWALK // �125p6 '1�� ' v d a h• MON. 482.44' W.V. / k1ry �11P. �/ o a `LEA GAS LINE SIGN O/ STUB \\ �'2 f 3 NWClED aO �� j cU 011 i ?i �:2•.•STY•�•••FRM.:':�i;i : iv ? DWELLING BILC 151970AD ..:`:'FFL :.:.: l I 1, I ► Q I \ t '^ t �J b SIGN i '. q U.P. rZ O G 1. rv`i' ROOF ��6 I �`_1 a• A:::;:: :in OVER X:-`10.5" pc' ,P�� i ► � DEC WOOD cL c 'ti ro EL 28.4 lv ,- tK' LAND N/F OF MON. Icl �� a �\ ° ���� r CLEMENT CHARNEWS e ---- a10.V ` �1 oo" \ O SHED FFL 28.7 d 5.3 I P. ,r ��� I ° Q ° AARhiN `t:�SNEDE 99 1 a. a LJ IqR ° FFL 28.7 M'oNEL 24.4 d i °. a ° a ° EL 28.2 Nd so�7�z0 W/RfS �,1, 1� �'� ° '• ��� a 4 N MOH. s_44, L \��•���,`` it C- l.A d°: <\ \� / 0.8 E 1 / Ir EL 24.4 Ate,. N ' �� o: ?;:: , cr610 1p \\ �,�• \\ .:: ;::�G ono• qrF r � c � � G EL 27. 10 \ G , Ar LAND N/F �\ LAND N/F OF \ OF 51750 ROUTE 25 LLC � cy `\ SOUTHOLD UNION FREE gil,4��fr \\` SCHOOL DISTRICT 5 A, N� THE WA P F TER SUPPLY, WELLSr DRYWELLS AND CESSPOOL AANDOODA7ASHOW ARE ED ROOM nELD OBSERVA7lONS AREA: 53,972.09 SQ.FT. or 1.24 ACRES ELEVA77ON DATUM: NAVD88 '�*r p Oj UNAUTHORIZED ALTERATION OR ADD17ION TO THIS SURVEY IS A KOLA 77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA 77ON LAW. COPIES OF 7T IS SURVEY p� MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U7701V NY LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU710N, GUARANTEES ARE NOT 7RANSFERABLE, THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT 774E PROPERTY LINES OR TO GUIDE 7HE EREC71ON OF FENCES, ADD177ONAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS EL 26.4 AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTIED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRI3ED PROPERTY CERTIFIED TO: FIRST UNIVERSALIST CHURCH; 0.6'E MAP OF: \ FILED: \\ SITUATED AT: SOUTHOLD TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 05/22/18 r 1 P.O. Box 153 Aquebogue, New York 11931 FILE # 1 6-78 SCALE: 1"=20' DATE:JUNE 15, 2016 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. USG NO. 050882 msintatninR the records of Robert J. Hennessy & Kenneth K. Woychuk S.C.T.M.# DISTRICT: 1000 SECTION:63 BLOCK: 6 LOT: 6.1 & 6.2 � cod w v. W.V. U.P. APRON ` U.P. mm ROUIE 23 CONC CURB HYD.i 28.9 I p ♦ qVRB TCB 27.9 TCB 28.0 APRON / w.v. WHITE LINE ��� ��� •�� ---------------------------------------- cb jap DOUBLE YELLOW MAIN ROAD — NYS RT.25TC 0 i 5.3 G.V. 25. B 7C 26.4 TO 2 19 W.V '��� TCB 26.8 TCB 27.0 s W.Y. 9+ `y P 69'32'40MVP LW NAM 85.60, U.P.pm cG ! W 5Qg ,�l�fj.i • d°,. e CONC. SIDEWALK. y, ' . EL b8. MON.482.44' W.V. / t�rykkry P. y A. s U13 o X 0,5POR L 6osm I r / NCH/ 77 t`. :2'97Y >": t�C DWELLING 5.i::�iii�i:: fit.........OLCO ryw�0 `°...',r...:. /31970 y::"ii:::FFi_31.2k'`.'=s`:ce— ��ti - O �l u.P. SIGN - ., .. 12.0' ........... OVER DEC V ' FOUNDA71ON 50.Jr' LOCATED 1'h �� �� 08/17/23 <e EL 28.4 LAND NIF OF �1 MON. �L� b`. CLEMENT CNARNEWS 10.1 Aw p Op :a?oc• 7. ki 0 5.3 'P' 99� FFL 28. EL 24.4 -.�,`• f�7d EL 28.2 6eO�R p•E MOH. b'¢4' 0.8' � . EL 24.4 •s``•''�:ry � ,°'',,.��'_-'...'.•:`w•'� c�' + } k � ✓ I LAND NIF LAND N,F AUG 2 2023 OF OF 51750 ROUTE 25 LLC SOUTHOLD UNION FREE SCHOOL DISTRICT 13UTU)I!'G I)rM. T011"1 XF01*771-1711 eM do 5 EL 26.4 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS o.5•E AND OR DATA OBTAINED FROM OTHERS. AREA: "�"-,072.nq 'PQ.FT. or 1.24 A'OHES' ELEVA77ON DA7UM. HAVURR UNAUTHORIZED AL7ER471ON OR ADDIAON TO THIS SURVEY IS A NOLA770N OF SEC77ON 7209 OF 7HE NEW PORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUT70N LISTED HEREON, AND TV IHE ASSIGNEES OF THE LENDING INS7777J770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT IN7ENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT 7HE 77ME OF SURVEY SURVEY OF: UE�CHI3EU PHOPEHTY CERTIFIED TO: FIR UIIIVER ALIT CHURCH; MAP OF: FILED: SITUATED AT: OUTHOLU TOWN OF: COUTHOLU KENNETH M WOYCHUK LAND SURVEYING, PLLC FO LI IUATION LOCATEU nR 17 ^3 SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design �� P.O. Box 153 Aquebogue, New York 11931 NEVI:ELU nr1 21I R FILE # 1 G-7R SCALE: 1 "-3n' DATE:JUI IE 1, :n)G PHONE (631)298-1588 PAX (631) 298-1588 N.Y.S USC. NO. 050682 mainWnins the reoords of Robert 1. Hennessy & Mumeth X. woyohnk WRON Nc. CURB UP co i « ppU9LE YELLOW I ram" INE U. HPRON ® WHITE L R�.,b r 1�YS i� ov. Hw . �slgo o MAI CURB CONC ► °" v "E l N,Rc� 8560 wVv '1 . U•P N'482,G4 jVC 40 c. .Sww0 693tws N NZ 11 ®Q s 0 oQ4,�0� 0 y1.o• / C� ...:;'.... DWEUaNG o i W.o• // U.P.�S' ::. 12.0' °\ ER SANITARY LOCATION W.M.o i M. Go�oe \ °o�c F co:.:. ,w p POINT „C„ „D„ „E„ / a "\ `'` S^ `'' °tic :':'•t'::':':':.. �y DE0 50.8 G.T. 1 17.5 14 / �w ?o•. tip: :::':: ...Co S.T. 1 27' 23' / r COVERED FS.::. .'.':`.i':..': i'•?. i'•..':`::'::.;`:'.,.,'.;., .: O SIN ENTRY °,.:::.:.::,:•.,':::::••.:.'::::.::'.:.:'.::'.::'.:.;:':.:.':.::.::'.:'.:':::'.:....:::'.:: .:...:....:..:.:.::.::....•,:::..:•.:....... o D.P. 39 36 UJ U.P. LO —ESE-^'E"'�E�-E—E 1F9� STY FRAME �� ,Rnar L.P. 1 31 42' nt L.P.2 46' 50.5' f . CONc. �O STOOP GT2 59 46 ti °` oo T ry. ::'`::`"``" :••`•••••`:•`:.`:_::.:`":`:.. �� Ao�tir ST2 73 62.5' M ' "� s .• LP3 89' 72' J :,o•. U ont j''• '•t:'•'••:'•'':''':'.':'':'j'::'O .01 v� 4� '$' � _ ems•`� =U' QY 8 O CON(+ COVERED OW' �cl' CURB STOOP p5P K NG Pp.R N86"07'20"E 8_44' 0 OCft�1r q<K Q Asp (/C p1 o�� 1 W U Wow SyB, p0(ETu RKNOT /?/Gyt CHAINLINK O(E OUMPSTER o CgtCy 0 ENCLOSURE gsp RK/NH4(T\w�W\ N �5/N 40 \f\e G (oT w�W O (F O W� p ON ®W \f\f\E\E\e W\W .,.:...�.'..'...•..•::4a2�'':::.:... Q 0/y BgSNh ? • � V R• co Z�� :gyp" ASPHALT /V>4o h� Q PARKING LOT SO 00, =U. SANITARY LOCATION K POINT "A" "E3 �oN�4Ne o S.T. 38 15.5' 2g�o4' �~ D.P. 42.5 24 L.P. 54' 25' D,6'E r i \ r 7, J U L i rXJM SING DEPT. THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77OVS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS ELEVA77ON DATUM: NAVD88 UNAUT-IORIZED ALTERA77ON OR ADDI77ON TO THIS SURVEY IS A WOLAT70N OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY 50 THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 717LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING /NSTITU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: DESCRIBED PROPERTY OF NeW CERTIFIED T0: FIRST UNIVERSALIST CHURCH; MAP OF: h z�k A M FILED: .c G SITUATED AT: SOUTHOLD r "w FINAL 07/01/24 TOWN OF: SOUTHOLD ` - o AS-BUILT SURVEY 06/03/24 - w KENNETH M WOYCHUK LAND SURVEYING, PLLC 23 FOUNDATION LOCATED OS 17/ SUFFOLK COUNTY, NEW YORK 'L Professional Land Surveying and Design sFJ�/ "�, `` --r,�.�i�s• P.O. Box 153 Aquebogue, New York 11931 REVISED 05/22/18 FILE # 16-78 SCALE: 1 "-30' DATE:JUNE 15, 2016 � PHONE (631)298-1588' FAX (631) 298-1588 N.Y.S. L/SC. N0. 05088Z oC�Ca�I[ D AUG - TOWN •)F SOL'TI101" M.r.)o 01 ` _---- DOt1BLE 't'ow WV..,.ryll� • _ .7 g ^v ROAD NY WY. MAIN CONC CURB J'. rU1. Wv qv s'°e.60' ckERs ay. 89.32 40"Et 1 co�.sw ou.02.44• 44rvE V D. a 12 W.M. �`'`''';r SANITARY LOCATION Wv �•�� 0 as•�, ti° �g co POINT C p E„ `•\ 1':f%:`,.''`): " m;_).`::>:� 50" G.T.1 17.5 COVERED S.T.1 27' 23' ENMWY ° D.P. 39' 36' M4� o... —.—.—.—.—.—. nisi.::;.:.'. `' s �FRNac`:'a:.> ;::>.: rw /m or L.P.1 31 42 L.P.2 46' S0.5' L°t GT2 59' 46' w AhCyJ 62.5 # LP3 89' 172' COVERED ow. STOOP FSPNu'G �� � � pPRKIN NHB•07'20"E K �FJO S/DOVq� MON. I.0 M O.q�, � gD!• #!.'OUCN Vivo � Q !w 1 Op LOT pOwfJ CN4RMKDUMPSTER D e—r—ems AS •�•� A• �SicN # ENCLOSURE r� LOJ r (3 r e tool D.W. D Te �y N7 O' by #QO PARKING LOT 0 !S s O 4 D° P SANITARY LOCATION POINT A B' ba S.T. 38 15.5 D.P. 42.5' 24' L.P. 54' 25' o.e'c SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS DATE__ 818T24-_ H S.Ref No C•20.0030 --- ------ &C.T.M.4 1000-63-6-6.3 The srvm9c dl� havi end water Supply fac LOT AREA 53,972 S.F. OR 1.24 ACRES 3 19Whon Sgn havC I)e(.n in5pC-led anC a- at(hr 0' cert.fied tens rnnt or o'ner aaerores a,d(ours,,d I,oa 7HE WATER SUPPLY, WELLS,DRYWELLS AND CESSPOOL an to sat�dar>,y LOCATIONS SHCTYN ARE FROM FIELD OBSERVA7701VS 7p AND OR DATA 7BTAINED FRCTM OTHERS ELEVATION NAVD68 TION DATUM: IG K!Q_pPCR CI,IEF UNAUTHORIZEDALTERA ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION UW. COPIES 0.r THIS SURVEY OFFICF OF WASTFWATFR MANAGFMFNT MAP NOT BEATING TH£LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR TWTOM THE SURVEY IS PREPARED AND QV HIS BfHALF TO THE TIRE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREOA AND 70 THE ASSIGNEES OF THE LENDING INSTiTUT7LNN,GUARANTEES ARE NOT IRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT WTENOED TO MONUMENT THE PROPERTY ONES OR TO GUIDE THE ERECTION OF FENCES ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS ANDIOR SUBSU"ACE STRUCTURES R£C°RDEO OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY a: DCSCRIBED PROPERTY ov Nt,, CERTIFIED TO:FIRST UNIVERSALIST CHURCH; MAP OF: 1R• 11{ M. N•O PO FILED: '7 rC L' �•I• ADD TAX # & LOT AREA 07-22-24 W At f A,,x* FINAL 07/01/24 sTUATED AT: :OUTHOLD Y +'Y TOWN OF: SOUFHOLD o Of AS—BUILT SURVEY 06/03/24 A KENNETH M WOYCHUK LAND SURVEYING, PLLC FOUNDATION LOCATED 08117123 SUFFOLK COUNTY, NEW YORK 2U D �`✓ Professional land Surveying and Design REVISED 05122118 j "aa P.O. Box 153 Aquebogue, N w York 11931 FILE 1 16-78 SCALE: 1'=30' DATE:JUNE 15, 2016 _o " PHONE 030298-1888 FAX(ear)298-1888 N.Y.S.USC.NO. 050882 / 7--ONkN*- NYSIFI New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 j' [oil A A A A A A 272628352 AMWINS BROKERAGE OF NEW YORK 16 200 ELWOOD DAVIS ROAD • f SUITE 200 LIVERPOOL NY 13088 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER NORTH FORK WOOD WORKS INC FIRST UNIVERSALIST CHURCH P 0 BOX 1407 OF SOUTHOLD SOUTHOLD NY 11971 51970 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z2280 317-5 231833 05/01/2022 TO 05/01/2023 4/17/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2280 317-5, 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. 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 POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SCOTT EDGETT NORTH FORK WOOD WORKS INC 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 STAT SUR NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:40422190 U-26.3 NYSI F New York State Insurance Fund PO Box 66699,Albany,NY 12206 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE (RENEWED) 0. ''° .0 A A A A A A 272628352 AMWINS BROKERAGE OF NEW YORK W.Ra 200 ELWOOD DAVIS ROAD SUITE 200 LIVERPOOL NY 13088 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER NORTH FORK WOOD WORKS INC FIRST UNIVERSALIST CHURCH P O BOX 1407 OF SOUTHOLD SOUTHOLD NY 11971 51970 ROUTE 25 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE Z2280 317-5 231834 05/01/2023 TO 05/01/2024 4/17/2023 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2280 317-5, 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. 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 POLICY DOES NOT COVER CLAIMS OR SUITS THAT ARISE FROM BODILY INJURY SUFFERED BY THE OFFICERS OF THE INSURED CORPORATION. PRESIDENT SCOTT EDGETT NORTH FORK WOOD WORKS INC 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 STAT S?NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER:277291365 U-26.3 KR Workers' CERTIFICATE OF INSURANCE COVERAGE INEW ATE Compensation under the NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW Board PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use sbeetaddresaonly) 1 b.Business Telephone Number of Insured NORTH FORK WOOD WORKS INC 810 TRAVELER STREET 631-298-7900 1 c.Federal Employer Identification Number of Insured or Social Security SOUTHOLD NY 11971 Number Work Location of Insured 272628352 (Onlymqulred If coverage Is specifically limited to certain locadona In New York State,Le.,Wrap-Up Policy) 2.Name and Address of Entity Requesting Proof of a Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) HARTFORD LIFE AND ACCIDENT INSURANCE COMPANY FIRST UNIVERSALIST CHURCH OF SOUTHOLD 51970 ROUTE 25 3b Policy Number of Entity Listed in Box"1 a" SOUTHOLD,NY 11971 LNY-628416 c Policy effective period 04/01/2023 to 03/31/2024 4.Policy provides the following benefits: ®A.Both disability and paid family leave benefits. ❑B.Disability benefits only. ❑C.Paid family leave benefits only. 5.Policy covers: MI A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law ❑B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am.an authorized representative or licensed agent of the Insurance carrier referenced above and that the named Insured has NYS Disability and/or Paid Family Leave Benefits Insurance coverage as described above. Date Signed 04/17/2023 E re&o- (Slgnature of Insurance carrier's authorized representative or NYS Licensed Insurance Agent of that Insurance carrier) Telephone Number (212)553-8074 Name and Title:Elizabeth Tello—Assistant Director,Statutory Services IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE.Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220,Subd.8 of the NYS Disability and Paid Family Leave Benefits Law.It must be mailed for completion to the Workers'Compensation Board,Plans Acceptance Unit,PO Box 5200,Binghamton,NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed B (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only Insurance carriers licensed to write NYS disability and paid family leave benefits Insurance policies and NYS licensed Insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1(9-17) IIIIIII'°11!1�2�0°�1°�0�9°17IIIIII IH Additional Instructions for Form D13-120.1 By signing this form,the insurance carrier identified in Box 3 on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law.The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in Box 2. The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices my be sent by regular mail:)Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c,whichever is earlier This certificate is issued as a matter of information only and confers no rights upon the certificate holder.This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand and twenty-one,the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that the payment of disability benefits and after January first,two thousand eighteen,the payment of family leave benefits for all employees has been secured as provided by this article. D13-120.1(9.17)Reverse DATE(MM/DD/YYYY) A�o® CERTIFICATE OF LIABILITY INSURANCE 04/18/2023 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(ies)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 rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Edgewood Partners Insurance Center PHONE Commercial Support FAX 40 Marcus Drive 3rd Floor (AIC o Ezt: 631 300-9700 A/C No: 631 390-9790 E-MAIL Melville NY 11747 ADDRESS: msmcertscm@epicbrokers.com INSURERS AFFORDING COVERAGE NAIC# INSURERA:SOUTHWEST MARINE AND GENERAL I 12294 INSURED INSURER B: North Fork Woodworks Inc INSURER C: PO BOX 1407 INSURERD: Southold NY 11971 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER:Cert ID 13313 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 CONTRACT OR 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. ILTR TYPE OF INSURANCE ADDL SUER POLICY NUMBER MMIDDY EFF MMIDD/YYri LIMITS A X COMMERCIALGENERALLIABILITY EACH OCCURRENCE $ 1,000,000 AMAGE TO-RENTED CLAIMS-MADE Fx_1 OCCUR Y APPGL2022LHB00002 01/01/2023 01/01/2024 PREMSES(Ea occurrence) $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY JECT LOC PRODUCTS-COMPIOPAGG $ 2,000,000 X OTHER:& location $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident A UMBRELLA LIAB R OCCUR APPEX2022LHB00002 01/01/2023 01/01/2024 EACH OCCURRENCE $ 2,000,000 g EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION I PER OTH- AND EMPLOYERS'LIABILITY YIN STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICERIMEMBEREXCLUDED7 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ $ DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space is required) First Universalist Church of Southold is included as additional insured for general liability coverage as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN First Universalist Church of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 51970 Route 25 AUTHORIZED REPRESENTATIVE Southold NY 11971 u ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Page 1 of 1 DATE(MWDD/YY YY) CERTIFICATE OF LIABILITY INSURANCE 04/18/2023 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(ies)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 rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Edgewood Partners insurance Center PHONE Commercial Su Ort FAX 40 Marcus Drive 3rd Floor A/c o Ext: 631 390-9700 A/c No: 631 390-9790 E-MAIL msmcertscm@epicbrokers.com Melville NY 11747 ADDRESS: INSURERS AFFORDING COVERAGE NAIC# INSURER A:SOUTHWEST MARINE AND GENERAL i 12294 INSURED INSURER B: North Fork Woodworks Inc INSURER C: PO Box 1407 INSURERD: Southold NY 11971 INSURERE: INSURER F: COVERAGES CERTIFICATE NUMBER:Cert ID 13313 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 CONTRACT OR 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. I SU Y EFF POLICY EXP LTR TYPE OF INSURANCE JHM LTR D POLICY NUMBER MI MDD MM/DD/YYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A AGE ToRENTED CLAIMS-MADE �OCCUR Y APPGL2022LBB00002 01/01/2023 01/01/2024 pREMSES Ea occurrence $ 100,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEML AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY�jEC LOG PRODUCTS-COMP/OP AGG $ 2,000,000 FX]OTHER:& location $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident A UMBRELLA LIAB X OCCUR APPEX2022LUB00002 01/01/2023 01/01/2024 EACH OCCURRENCE $ 2,000,000 g EXCESS LIAB CLAIMS-MADE AGGREGATE $ 2,060,000 DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STER ER ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ OFFICERIMEMBEREXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below I I E.L.DISEASE-POLICY LIMIT $ $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,maybe attached If more space Is required) First Universalist Church of Southold is included as additional insured for general liability coverage as required by written contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. First Universalist Church of Southold 51970 Route 25 AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Page 1 of 1 COMcheck Software Version COMcheckWeb Envelope Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: First Universalist Church of Southold Location: Southold, New York Climate Zone: 4a Project Type:. New Construction Vertical Glazing/Wall Area: 7% Construction Site: Owner/Agent:. Designer/Contractor: 51970 Main Road Mr. Mark Sisson Mr. Raymond M.Calamari, RA Southold, New York 11971 First Universalist Church of deBruin Engineering Southold 1400 Old Country Rd 51970 Main Road Westbury, New York 11590 Southold, New York 11971 516-521-7939 631-298-5340 RCALAMARI@DEBRUINENGINEERIN misisson814@gmail.com G.COM Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed Enhanced Envelope Performance, 1.0 credit Building Area Floor Area 1-Religious Building : Nonresidential 3967 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Facton.) Perimeter Roof at Meeting Area:Attic Roof,Wood joists, [Bldg. Use 1- 1870 30.0 21.0 0.020 0.027 Religious Building] Floor throughout Church Building:Wood-Framed, [Bldg. Use 1- 3967 30.0 0.0 0.033 0.033 Religious Building] Floor at Attic and Foyer Ceiling: Wood-Framed, [Bldg. Use 1- 2523 30.0 0.0 0.033 0.033 Religious Building] NORTH Ext.Wall at Meeting Room: Wood-Framed, 16in. o.c., [Bldg. 375 30.0 3.0 0.043 0.064 Use 1-Religious Building] Window: Wood Frame: Fixed, Perf. Specs.: Product ID Andersen 58 -- -- 0.290 0.380 400 Series, SHGC 0.29, PF 0.16, [Bldg. Use 1-Religious Building] (b) Ext.Wall at Front, Rear Foyers, Kitchen and Small Gathering 652 19.0 3.0 0.054 0.064 Place:Wood-Framed, 16in. o.c., [Bldg. Use 1-Religious Building] EAST Ext.Wall at East Elevation (Rear Elevation):Wood-Framed, 715 19.0 3.0 0.054 0.064 16in.o.c., [Bldg. Use 1-Religious Building] -Door: Wood, Swinging, [Bldg. Use 1-Religious Building] 42 -- -- 0.300 0.610 Window:Wood Frame: Operable, Perf. Specs.: Product ID 25 -- -- 0.290 0.450 Andersen 400 Series,SHGC 0.29, PF 0.28, [Bldg. Use 1- Religious Building](b) SOUTH - Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 1 of 15 Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter Ext.Wall at Meeting Area:Wood-Framed, 16in. o.c., [Bldg. Use 375 30.0 3.0 0.043 0.064 1-Religious Building] Window:Wood Frame: Fixed, Perf. Specs.: Product ID Andersen 58 -- -- 0.290 0.380 400 Series, SHGC 0.29, PF 0.16, [Bldg. Use 1-Religious Building](b) Ext.Wall at Front, Rear Foyers and Offices: Wood-Framed, 652 19.0 3.0 0.054 0.064 161n. o.c., [Bldg. Use 1-Religious Building] Window:Wood Frame: Operable, Perf. Specs.: Product ID 38 -- -- 0.290 0.450 Andersen 400 Series, SHGC 0.29, [Bldg. Use 1-Religious Building] (b) Window:Wood Frame: Operable, Perf. Specs.: Product ID 38 -- -- 0.290 0.450 Andersen 400 Series,SHGC 0.29, [Bldg. Use 1-Religious Building] (b) WEST Ext.Wall at West Side at Entrance, Kitchen and Storage: Wood- 852 19.0 3.0 0.054 0.064 Framed, 161n. o.c., [Bldg. Use 1-Religious Building] Door:Wood, Swinging, [Bldg. Use 1-Religious Building] 69 -- — 0.300 0.610 Window:Wood Frame: Operable, Perf. Specs.: Product ID 21 __ __ 0.290 0.450 Andersen 400 Series,SHGC 0.29, PF 0.28, [Bldg. Use 1- Religious Building] (b) (a)Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. (b)Fenestration product performance must be certified in accordance with NFRC and requires supporting documentation. EnvelopeDesign.4% better than code 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 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature Date peo A%, rp �i � f Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 2 of 15 COMcheck Software Version COMcheckWeb Interior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: First Universalist Church of Southold Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 51970 Main Road Mr. Mark Sisson Mr. Raymond M.Calamari, RA Southold, New York 11971 First Universalist Church of deBruin Engineering Southold 1400 Old Country Rd 51970 Main Road Westbury, New York 11590 Southold, New York 11971 516-521-7939 631-298-5340 RCALAMARI@DEBRUINENGINEERIN misisson814@gmail.com G.COM Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed Enhanced Envelope Performance, 1.0 credit Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 1-Pastors and Admin Offices(Common Space Types:Office-Enclosed) 291 0.93 271 2-Foyer, Gallery, Ramp(Common Space Types:Corridor/Transition >=8 ft 446 0.66 294 wide) 3-Chair Storage (Common Space Types:Storage >=50-<=1000 sq.ft.) 175 0.46 80 4-Small Gathering Place(Common Space 243 0.96 233 Types:Classroom/Lectu re/Tra i ni ng) 5-Stage(Religious Buildings:Worship Pulpit,Choir) 178 1.53 272 6-Meeting Room (Religious Buildings:Audience/Seating Area) 1117 1.53 1709 7-Vestibule, Lobby Entrance Vestibule(Common Space 460 - 0.66 304 Types:Corridor/Transition >=8 ft wide) 8-Kitchen (Common Space Types:Food Preparation) 265 1.06 281 9-Restrooms(Common Space Types:Restrooms) 188 0.85 160 Total Allowed Watts= 3604 Proposed Interior Lighting Power A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixture Watt. 1-Pastors and Admin Offices (Common Space Types:Office- Enclosed) LED: LED Other Fixture Unit 13W: 1 16 13 208 Incandescent: Incandescent60W: 1 2 60 120 2-Foyer, Gallery. Ramp (Common Space Types:Corridor/Transition >=8 ft wide) LED: LED Other Fixture Unit 13W: 1 22 13 286 Incandescent: Incandescent 60W: 1 3 60 180 3-Chair Storage (Common Space Types:Storage >=50 - <=1000 sq.ft.) LED: LED Panel 19W: 1 4 19 76 Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 3 of 15 A B C D E Fixture ID: Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixture Watt. 4-Small Gathering Place (Common Space Types:Classroom/Lecture/Traini no) LED: LED Other Fixture Unit 25W: 1 3 25 75 5-Stage (Religious Buildings:Worship Pulpit, Choir) LED: LED Other Fixture Unit 25W: 1 6 25 150 6-Meeting Room (Religious Buildings:Audience/Seating Area) Incandescent: Incandescent300W: 3 8 100 800 Incandescent: In-candescent 60W: 1 10 60 600 7-Vestibule, Lobby Entrance Vestibule (Common Space Types:CorridorlTransition >=8 ft wide) LED: LED Other Fixture Unit 13W: 1 13 13 169 Incandescent: Incandescent 25W: 3 1 100 100 8-Kitchen (Common Space Types:Food Preparation) LED: LED Other Fixture Unit 13W: 1 10 13 130 LED: LED Linear 1OW: 1 6 10 60 Incandescent: Incandescent30W: 1 3 30 90 9-Restrooms (Common Space Types:Restrooms) LED: LED Other Fixture Unit 13W: 1 10 13 130 Incandescent: Incandescent 25W: 1 5 25 125 Total Proposed Wafts= 3299 Interior Lighting PASSES: D- . . - Interior Lighting Compliance Statement Compliance 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 2018 IECC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title Signature � � Date eD Aycy f Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 4 of 15 COMcheck Software Version COMcheckWeb Exterior Lighting Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: First Universalist Church of Southold Project Type: New Construction Exterior Lighting Zone 2 (Neighborhood business district (LZ2)) Construction Site: Owner/Agent: Designer/Contractor: 51970 Main Road Mr. Mark Sisson Mr. Raymond M.Calamari, RA Southold, New York 11971 First Universalist Church of deBruin Engineering Southold 1400 Old Country Rd 51970 Main Road Westbury, New York 11590 Southold, New York 11971 516-521-7939 631-298-5340 RCALAMARI@DEBRUINENGINEERIN misisson814@gmail.com G.COM Allowed Exterior-Lighting Power A B C D E Area/Surface Category Quantity Allowed Tradable Allowed Watts Watts/ Wattage (B X C) Front and Rear Entrances(Entry canopy) 300 ft2 0.25 Yes 75 Total Tradable Watts(a)= 75 Total Allowed Watts= 75 Total Allowed Supplemental Watts(b)= 400 (a)Wattage tradeoffs are only allowed between tradable areas/surfaces. (b)A supplemental allowance equal to 400 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/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixture Watt. Front and Rear Entrances (Entry canopy. 300 ft2):Tradable Wattage Incandescent: Incandescent35W: 1 2 35 70. Total Tradable Proposed Watts= 70 Exterior Lighting PASSES: D- . . - 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 20 CC requirements in COMcheck Version COMcheckWeb and to comply with any applicable mandatory requirenwrtrs list id in the Irlspection Checklist. Plate Na e-Ti a Signature �- y Date S�pED Agcy a 1 Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 5 of 15 COMcheck Software Version COMcheckWeb Mechanical Compliance Certificate Project Information Energy Code: 2018 IECC Project Title: First Universalist Church of Southold ` Location: Southold, New York Climate Zone: 4a Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 51970 Main Road Mr. Mark Sisson Mr. Raymond M.Calamari, RA Southold, New York 11971 First Universalist Church of deBruin Engineering Southold 1400 Old Country Rd 51970 Main Road Westbury, New York 11590 Southold, New York 11971 516-521-7939 631-298-5340 RCALAMARI@DEBRUINENGINEERIN misisson814@gmail.com G.COM Additional Efficiency Package(s) Credits: 1.0 Required 1.0 Proposed Enhanced Envelope Performance, 1.0 credit Mechanical Systems List Quantity System Type&Description 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 2018 IECC requirements in COMcheck Version COMcheckWeb a om ly with any applicable mandatory requirements listed in the Inspection Checklist. 4A v% Name-Title .�, .� Signaturif Date J Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 6 of 15 COMcheck Software Version COMcheckWeb Inspection Checklist Energy Code: 2018 IECC Requirements: 60.0% 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/Assumptions & Req.ID C103.2 :Plans and/or specifications provide all ;❑Complies Requirement will be met. [PRl]1 !information with which compliance ❑Does Not ;can be determined for the building ❑Not Observable ;envelope and document where exceptions to the standard are ;❑Not Applicable j claimed. C103.2 ;Plans,specifications, and/or ❑Complies [PR4]1 :calculations provide all information ;❑Does Not ;with which compliance can be ;determined for the interior lighting f❑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 [PR8]1 :calculations provide all information T❑Does Not ;with which compliance can be determined for the exterior lighting ❑Not Observable I ,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 I❑Complies Requirement will be met. [PR10]1 percent of the gross above-grade wall I❑Does Not ;area. ❑Not Observable ❑Not Applicable C402.4.1 ;The skylight area <= 3 percent of the ❑Complies ;Requirement will be met. [PR11J1 gross roof area. ;❑Does Not ; '❑Not,Observable ; ;❑Not Applicable 1 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3;Low Impact(Tier 3) Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 7 of 15 Section # Plan Review Complies? Comments/Assumptions &Req.ID 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 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 I❑Complies Requirement will be met. [PR9]1 calculations provide all information ;❑Does Not with which compliance can be determined for the additional energy ;❑Not Observable efficiency package options. :❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 8 of 15 Section # Footing/Foundation Inspection Complies? Comments/Assumptions &Req.ID 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 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1311 Low Impact(Tier 3) Project Title: First Universalist Church of Southold - Report date: 04/19/23 Data filename: Page 9 of 15 Section # Framing/Rough-In Inspection Complies? Comments/Assumptions & Req.ID C303.1.3 ;Fenestration products rated in ❑Complies Requirement will be met. [FR12]2 accordance with NFRC. :❑Does Not ❑Not Observable ❑Not Applicable C303.1.3 Fenestration products are certified as ;❑Complies Requirement will be met. [FR13]1 :to performance labels or certificates ❑Does Not provided. ❑Not Observable ❑Not Applicable C402.4.3 Vertical fenestration SHGC value. ❑Complies ;See the Envelope Assemblies table for values. [FR10]1 ❑Does Not ❑Not Observable: ❑Not Applicable C402.4.3, Installed vertical fenestration U-factor ;❑Complies ;See the Envelope Assemblies table for values. C402.4.3. :and SHGC consistent with label ❑Does Not 4 ;specifications and as reported in plans [FR8]1 and COMcheck reports. :❑Not Observable ❑Not Applicable C402.5.1. ;The building envelope contains a ❑Complies 2.1 ;continuous air barrier that is sealed in :❑Does Not [FR19]1 ;an approved manner and material permeability<= 0.004 dfm/ft2.Air I❑Not Observable barrier penetrations are sealed in an ;❑Not Applicable approved manner. C402.5.2, 3'Factory-built fenestration and doors ;❑Complies Requirement will be met. C402:5A are labeled as meeting air leakage :❑Does Not [FR18]3 requirements. ❑Not Observable y �❑Not Applicable C402,5.7 �IVestibules are installed on all building .'❑Complies Requirement will be met. [FR17]3 `entrances. Doors have self-closing ❑Does Not devices. ❑Not Observable: yj ❑Not Applicable Additional Comments/Assumptions: 1 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 3_111 Low Impact(Tier 3) Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 10 of 15 Section # Mechanical Rough-In Inspection Complies? Comments/Assumptions &Req.ID C402.5.5,• Stair and elevator shaft vents have ❑Complies ;Exception: Requirement does not apply. C403,2.4. motorized dampers that automatically :❑Does Not 3 close. Refernece section C403.7.7 for [ME3]3operational details. ;❑Not Observable ❑Not Applicable ; C403.7.7 Outdoor air and exhaust systems have;❑Complies :Requirement will be met. [ME58]3 motorized dampers that automatically ❑Does Not shut when not in use and meet maximum leakage rates.Check ;❑Not Observable gravity dampers where allowed. ;❑Not Applicable Reference section language for operational details. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 3jil Low Impact(Tier 3) Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 11 of 15 Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.2. ;Spaces required to have light- ❑Complies 2 :reduction controls have a manual ;❑Does Not [EL22]1 ;control that allows the occupant to reduce the connected lighting load in ❑Not Observable �a reasonably uniform illumination '❑Not Applicable ;pattern >= 50 percent. C405.2.1, ;Occupancy sensors installed in ❑Complies C405.2.1. :classrooms/lecture/training rooms, i❑Does Not 1 ;conference/meeting/multipurpose [EL18]1 :rooms, copy/print rooms, UNot Observable lounges/breakrooms,enclosed offices, T]Not Applicable ;open plan office areas, restrooms, storage rooms, locker rooms, warehouse storage areas, and other ;spaces<=300 sqft that are enclosed ;by floor-to-ceiling height partitions. Reference section language C405.2.1.2 for control function in ;warehouses and section C405.2.1.3 for open plan office spaces. C405.2.1. Occupancy sensors control function in ;❑Complies 2 warehouses: In warehouses,the EDoes Not [EL19]1 ;lighting in aisleways and open areas is; ;controlled with occupant sensors that ;❑Not Observable automatically reduce lighting power ❑Not Applicable by 50%or more when the areas are unoccupied.The occupant sensors control lighting in each aisleway :independently and do not control lighting beyond the aisleway being controlled by the sensor. C405.2.1. ;Occupant sensor control function in ;❑Complies 3 open plan office areas:Occupant ❑Does Not [EL20]1 ;sensor controls in open office spaces ❑Not Observable >= 300 sq.ft. have controls 1) configured so that general lighting can'❑Not Applicable ; ;be controlled separately in control zones with floor areas <= 600 sq.ft. 'within the space, 2)automatically turn off general lighting in all control zones ;within 20 minutes after all occupants have left the space, 3) are configured I so that general lighting power in each :control zone is reduced by>=80%of ,the full zone general lighting power ;within 20 minutes of all occupants ;leaving that control zone,and 4)are configured such that any daylight :responsive control will activate space ;general lighting or control zone general lighting only when occupancy for the same area is detected. C405.2.2, ;Each area not served by occupancy ;❑Complies C405.2.2. sensors(per C405.2.1) have time- I❑Does Not 1, ;switch controls and functions detailed C405.2.2. ;in sections C405.2.2.1 and C405.2.2.2,j❑Not Observable 2 ;❑Not Applicable [EL21]z 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 12 of 15 Section # Rough-In Electrical Inspection Complies? Comments/Assumptions & Req.ID C405.2.3, ;Daylight zones provided with ❑Complies C405.2.3. individual controls that control the j❑Does Not 1, ;lights independent of general area C405.2.3. ;lighting.See code section C405.2.3 ;❑Not Observable 2- Daylight-responsive controls for I❑Not Applicable [EL23]2 3applicable spaces, C405.2.3.1 Daylight; responsive control function and !section C405.2.3.2 Sidelit zone. C405.2.4 ;Separate lighting control devices for ❑Complies [EL26]1 specific uses installed per approved ;❑Does Not lighting plans. ❑Not Observable ❑Not Applicable C405.2.4 ;Additional interior lighting power ;❑Complies [EL27]1 allowed for special functions per the ElDoes Not ;approved lighting plans and is automatically controlled and ❑Not Observable separated from general lighting. ❑Not Applicable C405.2.5 ;Manual controls required by the I❑Complies [EL28]no0 :energy code are in a location with ElDoes Not ready access to occupants and ❑Not Observable located where the controlled lights are:❑Not A cable ;visible, or identify the area served and PP ;their status. C405.2.6 ;Automatic lighting controls for exterior;❑Complies [EL30]no1 1ighting installed. Controls will be ;❑Does Not ;daylight controlled,set based on business operation time-of-day, or :❑Not Observable reduce connected lighting > 30%. ;❑Not Applicable C405.3 :Exit signs do not exceed 5 watts per ;❑Complies [EL6]1 face. ❑Does Not ❑Not Observable; ❑Not Applicable C405.6 ;Low-voltage dry-type distribution ❑Complies Exception: Requirement does not apply. [EL26]2 I electric transformers meet the ElDoes Not {minimum efficiency requirements of ;Table C405.6. I❑Not Observable j❑Not Applicable C405.7 !Electric motors meet the minimum ❑Complies Exception: Requirement does not apply. [EL27]2 iefficiency requirements of Tables ElDoes Not !C405.7(1)through C405.7(4). Efficiency verified through certification j❑Not Observable ::under an approved certification ;❑Not Applicable program or the equipment efficiency ratings shall be provided by motor manufacturer(where certification programs do not exist). C405.8.2, Escalators and moving walks comply I❑Complies ;Exception: Requirement does not apply. C405.8.2. -1 with ASME A17.1/CSA B44 and have :❑Does Not 1 j automatic controls configured to [EL28]2 reduce speed to the minimum :❑Not Observable permitted speed in accordance with ;❑Not Applicable ; ASME A17.1/CSA B44 or applicable ; I local code when not conveying passengers. C405.9 ;Total voltage drop across the ;❑Complies ;Requirement will be met. [EL29]2 " combination of feeders and branch ElDoes Not (circuits <= 5%. ;❑Not Observable I :❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 -1 Medium Impact(Tier 2) 3*jil Low Impact(Tier 3) Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 13 of 15 a Section # 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 ;only where the roof slope is<=3 in ❑Not Observable 12, j❑Not Applicable C402.2.1 ;Insulation installed on a suspended ❑Complies ;,Exception: Requirement does not apply. [IN20]1 ceiling having ceiling tiles is not being ❑Does Not ;specified for roor/ceiling assemblies. Continuous insulation board installed ;❑Not Observable in 2 or more layers with edge joints t]Not Applicable offset between layers. 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 ;data. ;❑Not Observable ❑Not Applicable C303.2 ;Above-grade wall insulation installed ;❑Complies Requirement will be met. [IN7]1 per manufacturer's instructions. :❑Does Not :[-]Not Observable ❑Not Applicable C303.2, 'Floor insulation installed per ;❑Complies Exception: Requirement does not apply. C402.2.4 }manufacturer's instructions. Cavity or ❑Does Not [IN9]Z ,structural slab insulation installed in ❑ 'permanent contact with underside ofNot Observable decking or structural slabs. ;❑Not Applicable C105 :Installed above-grade wall insulation ;❑Complies ;See the Envelope Assemblies table for values. [IN6]1 ;type and R-value consistent with ❑Does Not insulation specifications reported in plans and COMcheck reports. !❑Not Observable ❑Not Applicable C402,2.3 ;Installed floor insulation type and R- '❑Complies ;See the Envelope Assemblies table for values. [IN8]2 !value consistent with insulation :❑Does Not specifications reported in plans and COMcheck reports. ;❑Not Observable ❑Not Applicable C402,2.6 4;Radiant panels and associated ;❑Complies :Exception: Requirement does not apply. [IN18]3:, components,designed for heat I❑Does Not transfer from the panel surfaces to the; occupants or indoor space are :❑Not Observable insulated with a minimum of R-3.5. T❑Not Applicable C105 ;Installed roof insulation type and R- ❑Complies ;See the Envelope Assemblies table for values. [IN2]1 value consistent with insulation EDoes Not ;specifications reported in plans and COMcheck reports. For some ceiling :❑Not Observable systems,verification may need to ❑Not Applicable occur during Framing Inspection. 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 or wrapped with moisture vapor- I❑Not Observable permeable wrapping material to ;❑Not Applicable minimize air leakage. Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3`,Low Impact(Tier 3) Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 14 of 15 a Section # Final Inspection Complies? - Comments/Assumptions & Req.ID 003.3, >Furnished O&M instructions for ❑Complies C408.2.5. systems and equipment to the ❑Does Not 2 3 building owner or designated ;❑Not Observable [FI1.7] - representative. r j❑Not Applicable C402.5.6 ;Weatherseals installed on all loading "❑Complies !Exception: Requirement does not apply. [FI37]1 dock cargo door openings and provide ❑Does Not direct contact along the top and sides of vehicles parked in the doorway. ;❑Not Observable ❑Not Applicable C402.5.8 Recessed luminaires in thermal f❑Complies :Requirement will be met. [F[26]3 ?envelope to limit infiltration and be IC ;❑Does Not rated and labeled. Seal between P,interior finish and luminaire housing. ❑Not Observable r ❑Not Applicable 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 I❑Complies ;See the Exterior Lighting fixture schedule for values. [FI19]1 with what is shown on the approved ❑Does Not lighting plans, demonstrating proposed watts are less than or equal ;❑Not Observable Ito allowed watts. ;❑Not Applicable ; C408.1.1 I Building operations and maintenance I❑Complies Requirement will be met. [FI57]1 documents will be provided to the :❑Does Not owner. Documents will cover manufacturers' information, ❑Not Observable specifications, programming ❑Not Applicable ;procedures and means of illustrating ;to owner how building,equipment and' systems are intended to be installed, maintained, and operated. C408.2.5. :11;Furnished as-built drawings for ElComplies 1 electric power systems within 90 days E Does Not [FI1.6 3: :of system acceptance. ❑Not Observable y, ;❑Not Applicable j C408.3 Lighting systems have been tested to EComplies [FI33]1 ;ensure proper calibration, adjustment, EDoes Not programming,and operation. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: First Universalist Church of Southold Report date: 04/19/23 Data filename: Page 15 of 15 Polad APPROVED AS NOTED DATE-1-I6;23 B.P.# �Q 3 93 FE : hg8�•6U BY COMPLY WITH ALL CODES OF NOTIFY BUILDING DEPARTMENT` AT NEW YQRK STATE & TOWN CODES 765-1802 8,AM TO 4 PM FOR THE AS REQUIRED AND CONDITIONS OF :. FOLLOWING INSPECTIONS: 1. FOUNDATION-TWO REQUIRED ` � 3SOUTHOLDTOiIIt FOR POURED CONCRETE 2. ROUGH FRAMING,PLUMBING, SOUTHOLDTOORMIlI 84A STRAPPING, ELECTRICAL&CAULKING 3. INSULATION SOUTHOLD TOfflMJStE'E$ 4. FINAL-CONSTRUCTION&ELECTRICAL MUST BE COMPLETE FOR C.O. AA�� �"YR L� T ALL CONSTRUCTION SHALL MEET THE I V N•Y.S•DEC 1 >' REQUIREMENTS OF THE CODES OF NEW I� �� 4. YORK STATE. NOTRESPONSIBLE FOR 1 DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL Additional RETAIN STORM WATEn RUNOFF INSPECTION REQUIRED Certification PURSUANT U THE TOWN CODE = May Be Required. OF OCCUPANCY OR USE IS U NLAWLFU PLUMBER CERTIFICATION TRUSS PLACARDING REQUIRED ON LEAD CONTENT BEFORE WITHOUT CERTIFICATE CERTIFICATE OF OCCUPANCY Must provide Manuals OF OCCUPANCY SOLDER USED IN WATER D,J and S as per SUPPLY SYSTEM CANNOT NYS Energy Code EXCEED 2110 OF 1% LEAD. -IRE INSPECTION REQUIRED$EFORE Blower door OPEMNG PLUMBINQ and ductwork ALI L 4UM..BING WASTE &WA-ER;LINES NEED testing r"uftsed TESTING BEFORE COVERING Fire separation required as per Alt oftdor Ughting NYS Code installed,replaced or repaired shall°conkm to Chaptear to Of the Town We W. t r. man as as a Of - - - _ -' Now �i Milo ' y - ». { , FIRST UNIVERSALIST r : . .. n g QQ r . +••�/ _ d e B I U I. =-E. Bruin Engineering P.C. CHURCH OF SOUTH OLD ,_ • _ .. . ,• ,. . .� . - �'vii E"g,^"�•; ���nsiniC rion Maoagemeor M 'A, C t � - I Item#: 421LSCHP848 Project: HalifaxHo`ods- __.-..._._"...__.-__.-",._._. Qty: Date: Approval: Halifax i i Type • Ceiling Sloped Front � a CommercialHood z �� System with Short Cycle +� h Jtchhkaf�J ® • Length 8 Feet Depth 48 Inches Ce�hn§Height Under 10 Voltage 115/230 Volts Features 'Made in America Fire Suppression Optional Fire Suppression Plug Type Hardwire Stainless Steel Type Type 430 Style Shod Cycle Makeup Air Hood Systems � Type Type 1 �Syr a ,...J...;ray C�1 / L JUN - 9 2023 ` x j " " ' EFTr o Type 1 hood for grease-producing equipment;short-cycle makeup air system o Includes sloped-front hood canopy,exhaust fan,and supply fan for makeup air o 18-gauge 430 stainless steel construction on all exposed surfaces o For ceilings under 10' o 115V direct-drive exhaust fan (2000 CFM), 115/230V untempered supply fan(1600 CFM) O 2023 Halifax tertifitations Made in NFPA Hardwired �� UL Listed UL Classified EPH America NWPA Compliant mien TOPVIEW SIDE VIEW .a ❑ ❑ , 12' 17" d 48" I 15° El El — — Length of hood Equipment provided/ installed by others , a O 2023 Halifax S � r Notes Keep your kitchen free of hazardous grease buildup with this Halifax LSCHP848 8'x 48"type 1 commercial kitchen hood system.This unit is suitable for use over any equipment that has a surface operating temperature under 700 degrees Fahrenheit,and that is required by fire code to have a type 1 hood-this includes fryers,griddles,charbroilers,conveyor pizza ovens,or any equipment that produces grease during the cooking process.The,hood removes the grease-laden vapors produced by your equipment and prevents them from accumulating in places where they could become a fire or sanitation hazard,leaving your kitchen clean and safe to use! It uses a short cycle(also called compensating)makeup air system,which introduces supply air into the front inside of the hood.By discharging the air into the hood instead of the room,you avoid blowing air down onto your staff as they cook,which is a common issue with PSP-style makeup air systems.Utilizing the Coanda effect inside the hood,Halifax short-cycle hoods contain a 304 stainless steel IPS(internal perforated supply),to enhance the containment of supply air in the hood.This type of system is also easier to install since the discharge point is located within the hood,not elsewhere in the room like a BRP-style system. Makeup air is important in applications where the kitchen doesn't have enough fresh air coming in to replace the air exhausted by the hood,since your hood requires this replacement air to perform to specifications and remove grease,smoke,and VOCs effectively.It contains a 115V direct-drive exhaust fan designed for 2000 CFM,a 115/230V untempered supply fan designed for 1600 CFM,and your choice of a wall,flat roof,or pitched roof curb mount for each fan. The,hood uses(4)20"x 20"and(1)20"x 16"baffle-type filters,and the filters are made from stainless steel to provide durability and make cleaning easy. Grease extracted by the filter is collected in a grease trough,which drains into a stainless steel grease cup for disposal.18-gauge 430 stainless steel is used on all exposed surfaces to give it excellent durability and cleanability,while the MIG-welded frame provides seamless,liquid-tight joints.The hood features a sloped-front canopy design that is great for low ceilings,providing extra front clearance and comfort for chefs,and dropping down close to the equipment in the back.This model is also engineered with a 3"air gap on the back of the hood,which provides clearance and protection for combustible walls where code requires. 3 pre-wired lights illuminate the equipment under your hood so that you can easily see what you're doing while cooking,and they require a 115V electrical connection to the junction box.This hood should be used in applications where the ceiling is under 10'tall.4 hanger brackets are included to make installation easy.It must be hard-wired,cords and plugs are not included. WARNING:This product can expose you to chemicals Including lead,which are known.to the State of California to cause cancer,birth defects,or other reproductive harm.For more information,go to www.o65wamInas.ca.aov. ' f l O 2023 Halifax Dwyer, Tracey � From: Ray Calamari <rcalamari@debruinengineering.com> Sent: Thursday,June 8, 2023 3:12 PM To: Dwyer,Tracey Cc: condon77173@optonline.net; condoneng@optonline.net; Robert de Bruin; bdavis@saratogacasino.com Subject: RE:first universalist church app Attachments: halifax_421 Ischp848_specsheet_33.pdf Hey Tracey, We will be using this with an ANSUL System. Please let me know if you need any additional information. Sincerely, Ray Raymond M. Calamari, RA, NCARB Sr. Architect (516) 513-1313 Ext. 124 (516) 521-7939 Cell rcalamari(6-debruinengineerinc.com de Bruin de Bruin Engineering,PC 1400 Old Country Road,Suite 106 Westbury,NY 11590 From: Dwyer,Tracey<tracey.dwyer@town.southold.ny.us> Sent:Thursday,June 08,2023 2:47 PM To: Ray Calamari<rca lama ri@debruinengineering.com> Subject: RE:first universalist church app Yes,once I receive the info I will write the permit. There are some applications that will need to be filed with the fire marshal, however, they do not hold the permit up. From: Ray Calamari<rcalamari@debruinengineering.com> Sent:Thursday,June 8,2023 1:31 PM To: Dwyer,Tracey<tracey.dwyer@town.southoid.ny.us> Cc: misisson814@email.com Subject: Re:first universalist church app Hi Tracey, I will speak to my engineer and get it over to you. 1 PROJECT ENGINEER: Civi/Engineering&Construcfion Management 78,_(0„ — i de Bruin Engineering, P.C. 8'-6� 32' 38' / 1400 Old Country Road-Suite 106 Westbury-New York•11714 516.513.1313 -516.579.2574 Fax 3'-10�" _-----_--_-12-dam ------_ ._._ ,-1@�„ —���--" 8'-I1�4° FIRST UNIVERSALIST - OCCUPANCY AND EGRESS CALCULATIONS It is a violation of Section 7209 of the New York State Education Law for any As per Table1004.5 c o pea ton unless a licenisedactingunderthe Egrees Total Exit a�0� A�02 professional \Width for Total Exit Width Width engineer, to alter any item on this drawing in any way. If the drawing is Doors in Required in Provided in altered under the direction of a Room No. Room Name Occupancy Group Room Area SF Persons SF ! Total Persons Inches Inches Exit Door No. Inches professional engineer, the altering engineer shall affix his seal to the Assembly A-3 F drawing with the notation "altered by" Concentrated 0 O followed by his signature, the date of 2 Meeting Room Assembly 794 7 113.00 0.15 16.95 101 72 ----- E ---- — alteration, and a specific description --- . .._.- -- -- -- - - - --- - ----- -- ion Assembly A-3 - o t e alterat'o r Unconcentrated ' r - 3 Chancel Assembly — 178 15 12.00 0.15 1.8 109 36 - - 4ft' V- --- -- ---- - --- - -- - - - 4 Chair Storage Accessory Storage 174 300 1.00 0.15 0.15 115 36 KI7C-IEN r - - --- -- -- - - .. ------ -- --- —- - --- 5 Ministers Office Business B-Office 174 150 1.00 0.15 0.15 120 36 O —r— f *3vo AdministrationA 2e4 6 Office Business B Dw Office 117 150 1.00 0 15 0.152 �w ` Small Gathreing Eduacation E- � - A b�` SMALL GATHERING PLACE 15 Place Classroom 239 20 12.00 0.15 1.8 S P 5 - - ----- __._ -- -— - -- - - -- --- - - - - -- -- ----- - - --- PANTRY 16 Kitchen Accessory-Kitchen 156 200 1.00 0.15 0.15 Assembly A-3 Unconcentrated ne 111 --� REVISIONS DATE 19 Vestry Assembly 43 15 3.00 0.15 0.45 18 _ _____._ _ -___ ___ _____ _ _-_ ___ - --__--_._ _._-_- ____-__-- ____- _ ______- --144.OU__-_.__-----____ ______ _._.._--21.6 ---- 180 __-_ a 45'-1/2" -- -- ---- ----_ - 19'-1�" I......................I............ 34 .7 1/2 .............................. ... �' RE5TROOM CL CL 9A 98 I 1 1 jl 5 LA5EL - - - --- FOYSR OR A-204 1 G o7, 114° � DUCT ENCLOSURE, REFER `\� -81 i 0 D AP�O�o 5 r A ,s TO MECHANICAL DRAWINGS ATTIC ST 1 — `r 3'- 5, 3 - --_2. . -- - ISSUED TO: CL05ET RE5TROOM -� AO 1 < - -- - ;r � � I TOWN OF SOUTHOLD BD - 6-1-23 L-- -- ' 21 20 � ACCE5515LE RESTROOM ,� 2,_4„ --_ - 1, 43.8 sf Icq C A MAXIMUM TRAVEL JAN. CL O B °0 DISTANCE 75'-0" ,i _ 2 UNSPRINKLERED AS 12 m PER TABLE 1006.2.1 0 - ACCESSIBLE RE5TROOM ----- - - ENTRY VESTIBULE ; CHANCEL GA LLERY , _ 1' 4"I' 4" 111 --- 5A5Y CHANGING STATION �_A MEETING ROOM - � - - � 1 � IT�V' 793.-8--sf �, —� 178_;'2 s a A - -- ON rra 1 I - �m - - cv N 101 102 s .. _ '.. - -1 i • • -r >T CL aP � D FIRST FL. ELEV. CHANCEL v c A m� ±0-0 FL.c'LEv. --- --- P 11'-11 12-41 L�J 8 35 2' � 5' �' 6'-6" ---- � O ---- --- ----_, PROJECT: g,_�„ 193 LOBBY s 18uL `�� FIRST 1 11 , w�'-- 110 --- UNIVERSALIS T m r 62 .5 Q _ - - - - � .� - - 'erg - CHURCH OF 51DE ENTRY . - - - -- - - - - - - - - - .- 22 3,_4, g' � g' 8 ' ���•�.,-••••••-••--•- DAB ����,�. •• - - 0 SOUTHOLD --- s - e i -• aza - _ - •• DOUBLE HUNG WINDOW . ' - IN �, '••• -- - — ® SOUTHOLD,51970 NY 1D1971 -- O 0 O ,�� 16 f COVERED DRAWING TITLE: DUCT ENci_osuRE DAB ENTRANCE GROUP ADMIti OFFICE � ,\ s CHAIR sroRAGE MINISTERS OFFICE 5A F71 E OCCUPANCY AND MEANS OF _s � „ Sf -S A-203 -cn - c�l UP LY CLo ET EGRESS PLAN —� I LAMINATE SHELi,'E5 II D 5 A SCALE: 12' 2 I'-�„ I--- 10,_3„ P� SCALE : 3/16"= 1 '-0" r A c o J DRAWN BY: A 201 A 201 A-202 A 202 i'- /' i U Z 2023 PS 41 C ,f,"��f7 Aft co CHECKED BY: t�0 RMC 4'-19„ 11, 3„ 4'-3„ (0,_(0„ (0,_(0„ 4,_3„ 8,_3„ 4' 29' 15'-�" 13, 12'-6" 5* 0 5 10 FILE N0. 3/16"-1'-0" / l8'-53�4" Omni PROJECT NO. DRAWING NO. PROJECT _ NORTH DATE: OPM1 15/04/2021 U co ENERGY CODE TABULAR ANALYSIS: SCOPE OF WORK CD Climate Zone 4A 1. INSTALL A TYPE I KITCHEN HOOD IN A COMMERCIAL w Z KITCHEN. w 4i Provision Item description Proposed Design Value Prescriptive Design Supporting DESIGN CODES Z a w�, o Value & Citation Documentation 2020 EXISTING BUILDING CODE OF NYS m _ 2020 BUILDING CODE OF NYS Z BUILDING MECHANICAL INSTALL TYPE I ALTERATIONS COMPLYING WITH 2O20 FIRE CODE OF NYS �,i ccoo ; M-101.00 — SEE ASHRAE m M SYSTEMS: KITCHEN KITCHEN HOOD IN ASHRAE 90.1 ASHRAE 90.1 NEED NOT 2020 ENERGY CONSERVATION CODE -OF NYS w o i o 90.1 COMPLIANCE PATH w m EXHAUST SYSTEMS EXISTING BUILDING OTHERWISE COMPLY 2020 MECHANICAL CODE OF NYS o 2020 PLUMBING CODE, ET., AL. OF NYS C/1 "U') 2020 FUEL GAS CODE OF NYS M CUT BACK ROOF DECK I-- m CL SPECFIC BUILDING 2020 ENERGY CONSERVATION CODE OF NYS z W TO ALLOW PASSAGE OF ,., THERMAL ENVELOPE MINIMUM R-38 R-38 (ATTIC do OTHER) M-101 2018 NFPA 10, STANDARD FOR PORTABLE FIRE REQUIREMENTS ROOF GREASE DUCT AND _ MAU, REPAIR SAME. EXTINGUISHERS m 2017 NFPA 17A, STANDARD FOR WET CHEMICAL s ,0 07 SPECIFIC BUILDING CUT BACK ROOF DECK EXTINSUISHING SYSTEMS a W to Of THERMAL.ENVELOPE TO ALLOW PASSAGE OF PENETRATIONS OF THE AIR 2017 NFPA 70, NATIONAL ELECTRIC CODE LLI > INSULATION CONTINUOUS AIR BARRIER BARRIER SHALL BE CAULKED, M01 GREASE DUCT AND —1 2018 NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE REQUIREMENTS: AIR GASKETED OR SEALED MAU, REPAIR SAME. 2017 NFPA 98, STANDARD FOR VENTILATION CONTROL AND - .' O LEAKAGE FIRE PROTECTION OF COMMERCIAL COOOKING U BUILDING MECHANICAL INSTALL COMPENSATING CLASS I MOTORIZED DAMPER ON OPERATIONS Z SYSTEMS: SHUTOFF MAKE UP AIR UNIT FOR MAKEUP AIR UNIT. NO DAMPER CLASS I MOTORIZED DAMPER M-101 i DAMPERS TYPE I KITCHEN HOOD ON TYPE I KITCHEN EXHAUST ! g-5 PLAN REVIEW NOTE IL BUILDING MECHANICAL PLANS BEARING THE APPROVAL OF THE AGENCY HAVING 0 INSTALL EXHAUST FANS JURISDICTION INDICATE THAT THE PLAN EXAMINER HAS SYSTEMS: ENERGY NO ENERGY RECOVERY FOR TYPE I KITCHEN N/A N/A DETERIMINED THAT THESE PLANS MEET THE MINIMUM U U �* z RECOVERY VENTILATION REQUIRED c� SYSTEMS HOOD ACCEPTABLE REQUIREMENTS OF THE AGENCY AS SPECIFIED U' � = w= IN THE PERTINENT ADOPTED CODES OF THE STATE OF NEW BUILDING MECHANICAL R-6 IN UNCONDITIONED YORK. SUCH REVIEW DOES NOT GUARANTEE COMPLIANCE ¢ CO INSTALL EXHAUST AND R-6 IN UNCONDITIONED WITH THOSE CODES. THE AGENCY INTERPRETS THE SEAL AND S C SYSTEMS: [KITCHEN] DUCT SUPPLY DUCTWORK FOR SPACES, R-8 FOR DUCTWORK SPACES, R-8 ON EXTERIOR M-101 z Q z AND PLENUM INSULATION LOCATED OUTSIDE OF THE SIGNATURE OF THE DESIGN PROFESSIONAL AFFDI�D HERETO 3 3 AND SEALING TYPE I KITCHEN HOOD BUILDING DUCTWORK AS AN AFFIIZMATION THAT THE PLAN: 3� of by • IS ACCURATE, CONFORMS WITH GOVERNING CODES, RULES AND BUILDING MECHANICAL INSTALL FOR EXHAUST KTCHEN S N/A NO EFFICIENCY GRADE REQUIRED N/A REGULATIONS IN PLACE AT THE TIME OF SUBMISSION, TYPE ��? J TqC� SYSTEMS: FAN EFFICIENCY • CONFORMS WITH REASONABLE STANDARDS OF PRACTICE, HOOD PARTICULARLY WITH REGARD TO PROTECTING LIFE, ! !I� A HEALTH, PROPERTY AND PUBLIC WELFARE AND ENERGY CONSERVATION NOTE: BY AFFIXING THEIR SEAL HERETO, THE DESIGN PROFESSIONAL CERTIFIES THAT THESE PLANS AND IS THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. SPECIFICATION ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF THE CITY OF NEW YORK TO THE BEST OF THEIR KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT. FIRE'INSPECTION 07755� REQUIRED BEFORE APPP(1_1`.`�' 4`7_A.1CITED OPENING w 1Ir DATE: y�2 �G/ ti.i .t Y134�3 �WwL�{ oof^ 3 zmo FEE _- 0z Mg ��zw �UZS OmWy� OU.d NOTIFY FIRE MARS:IAA :; _. 11_765_1802 O �07a ow50W rn 7d' > FOR THE FOLLOWING INSPECTIONS: E10 0 Fo�zw ' ozw� w�a7d" oiioix 1. ROUGH INSPECTION o�0 dog aYmZ I COMPLIANCE TESTING ;a =2'nWs �__< e � 3. FINAL INSPECTION ALL WORK SHALL COMPLY WITH NYS CODES AND APPLICABLE NFPA = STANDARDS V 'i O CZ 1}} _ 11 ky��I N O �I m' m Ay L'lli. a: O ' ,I �,'' r_ �' ` ca 0 a 0C . . ` > *� WCD A P R 2 5 2024 o U) LO +, i� a Z� co SCOPE OF WORK GY CD 1. INSTALL AUTOMATIC EXTINGUISHING SYSTEM IN A TYPE I Z ' KITCHEN HOOD. W Ld P DESIGN CODES R,=M z 2020 EXISTING BUILDING CODE OF NYS 2020 BUILDING CODE OF NYS Z �'''N 2020 FIRE CODE OF NYS W o rn o 2020 ENERGY CONSERVATION CODE OF NYS 2020 MECHANICAL CODE OF NYS =o 2020 PLUMBING CODE, ET., AL. OF NYS T/1 2020 FUEL GAS CODE OF NYS m 2020 ENERGY CONSERVATION CODE OF NYS coZ° 2018 NFPA 10, STANDARD FOR PORTABLE FIRE _ fn EXTINGUISHERS s m WQ 2017 NFPA 17A, STANDARD FOR WET CHEMICAL aco EXTINSUISHING SYSTEMS a W u 2017 NFPA 70, NATIONAL ELECTRIC CODE z a W 2018 NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE W 2017 NFPA 96. STANDARD FOR VENTILATION CONTROL AND _ FIRE PROTECTION OF COMMERCIAL COOOKING OPERATIONS .'' Lu PLANS BEARING THE PLAN LvVqOFP THE L AGENCY HAVING 0 JURISDICTION INDICATE THAT THE PLAN EXAMINER HAS DETERIMINED THAT THESE PLANS MEET THE MINIMUM 0 c o z ACCEPTABLE REQUIREMENTS OF THE AGENCY AS SPECIFIED IN THE PERTINENT ADOPTED CODES OF THE STATE OF NEW rya O w YORK. SUCH REVIEW DOES NOT GUARANTEE COMPLIANCE ¢ c WITH THOSE CODES. THE AGENCY INTERPRETS THE SEAL AND CIO SIGNATURE OF THE DESIGN PROFESSIONAL AFFIXED HERETO z AS AN AFFIRMATION THAT THE PLAN: a 0 • IS ACCURATE, N • CONFORMS WITH GOVERNING CODES, RULES AND Q' S- A C REGULATIONS IN PLACE AT THE TIME OF SUBMISSION, cl. F • CONFORMS WITH REASONABLE STANDARDS OF PRACTICE, � PARTICULARLY WITH REGARD TO PROTECTING LIFE, 7 HEALTH, PROPERTY AND PUBLIC WELFARE AND IS THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. r t � S� 77515 FIRE ALARM SYSMEM NOTE- OFESS���P PROVIDE MICROSWITCH WHERE A FIRE ALARM SYSTEM IS PRESENT. INTEGRATION INTO THE FIRE w ALARM SYSTEM SHALL BE BY THE FIRE ALARM CONTRACTOR. COORDINATE AS REQUIRED. o a zo zo s¢z rwwl3 O O Gf�NZ� zz~U sK F O 2M N_wu+ N M Zj JKZW� }a�N-{! UZ� f5 Wooa Foozw U." N owac, oZLL� w�o 0 WE E� �mzaiw WW�Q z wz0 'mow Qcni5 M»a Ono L U Uz Oz C;) 4-1j 0 vI 0 0 0 — _ og m (� m 9 W A pa v W m b U ' o ' w co 0 I z � CQ � _ � o _ Cr Lo V! in v+ M U LL �4 co c. } ` I CONNECTION TO F.A.C.P. OR HORN STROB Ed FA ACTIVATES UPON SYSTEM DISCHARGE �-Kidde SCALE: 3/8" = 1 FT � (CONNECTION ASNPERT�OPA672 OTHERS) Fire Systems ' ( ) I I ALL ELECTRICAL UNDER HOOD TO SHUT OFF EL WHEN SYSTEM DISCHARGES 12"x12" (CONNECTION BY OTHERS) DUCT I _ *PER NFPA 17A (2017 ED) ADP VENT L,� ,•-._ � U I PLUG MAA 2 2024 360 0 360 360 3/8" 0 PIPE I E EMT I ADP K-CLASS SIGNAGE PER NFPA 10 (2018, ED) 6.. 6„ IN CASEOFOF APPLLIIAN E FIRE,USE TANK LOCATED IN R I ySTPJfIS THIS EXTINGUISHER AFTER FIXED R SUPPRESSION SYSTEM HAS BEEN � I - ATTIC ACTUATED.ACATED. LPRECAUCION i KIDDE , EN CASO DE INCENDIO DE ALGUN 26"'-42" 1.25 GAL• APARATO,UTIUCE ESTE EXTINGUIDOR DESPUES DE CUE EL SISTEMA FlJO OE SUPRESION AUTOMATICO HA SIDO ACTIVADO. I ® I 4 PTS MAX Gb 00 '@ o0 0o @ 0o ELECTRIC DISCONNCT 42" - 48" (BY OTHERS) REMOTE PULL STATION 30"X27" 30"X27" SHALL BE INSTALLED 42" - 48" ABOVE THE FINISHED FLOOR 4 BURNER 4 BURNER AND A DISTANCE OF AT LEAST 1OFT FROM.THE HAZARD BUT RANGE RANGE NOT MORE THAN 20FT. IT SHALL BE INSTALLED IN THE PATH OF EXIT AND REQUIRE A MAXIMUM FORCE OF 40 LBS AND A MAXIMUM MOVEMENT OF '14" FOR ACTUATION � /5�'FNOINEf� CLASS K WET CHEMICAL, EXTINGUISHER ALL ELECTRIC APPLIANCES ? � \ tr� u5037, �tilO SHALL BE INSTALLED NO MORE THAN 60" ABOVE THE FINISHED ` r1 ��:;'s_� C,NedviOr"!34-5h— FLOOR WITHIN 30 FT OF THE HAZARD 1 ° " 4.'�' ,,'^ ��'�Q{ti'�`///•fff �4i't9i: iiT3'K��a.Y. 1117 U-21 J �� J M� +`;/ �•:�f. 1.�1a.��..:aJ�:�:�'.S IC.�:I�:...i37 J 0 KIDDE WHDR 125 SYSTEM "IT IS VIOLATION OF ARTICLE � S�r\ 4 of 4 TOTAL FLOW POINTS NOZZLE SUMMARY TABLE 130 0F THE NEW YOHI( STATE r EQUATION LAW FOR ftN f LC SQUARED dba ALL OUT FIRE KIDDE 1.25 Gallon Tank- 4 POINTS MAX PERSON TO ALTER THIS r ° �� �vk �, � 385 HIGH STREET t Noz Type Flow Pts Total Pts DOCUMENT IN ANY NAY f " " '"= D HOLBROOK NY 11741 Appliance Noz Q y yp � H �:crl a � WRITTEN RANGES 2 R 1 2 OUT THE EXPRESS " 1tERlFlCATiON Q8 AflflPTiDi�OY `O �� ;/ FIRST UNIVERSALIST CHURCH 1 75 5 0 Q 51970 MAIN RD PLENUM 1 ADP 1 A NEW YORK STATE LICENSED,, SMALL DUCT 1 ADP 1 1 LAND SURVEYOR Oh E U FFSSIONA�' SOUTHOLD, NY 11971 IN ACCORDANCE WITH SL I� SIZE DWG NO DWG REV Total Flow Points 4 7209(2), ARTICLE 130, NEW Pt 631-580-0303 FIRE SYSTEM 4 PRE-ENGINEERED SYSTEM SHOP DRAWING ONLY PORK STATE EDUCATION LAVT SCALE AS NOTED 3/13/2024 SHEET 1 OF 4 -EXHAUST SHOP DRAWING NOTE ALL ELECTRICAL WIRING AND NOT TO SCALE WORK TO BE PREFORMED BY OTHERS EXHAUST FAN SHALL BE 10 FT MINIMUM TO ADJACENT PROPERTIES AND OPENINGS *ACCESS PANELS WILL BE INSTALLED WHERE EXHAUST FAN 115V NECESSARY AS REQUIRED,BY CODE SINGLE PHASE 1/2 HP 0 2445 CFM D GREASE BOX HINGE KIT 16 GAUGE GALVANIZED "LIQUID TIGHT" 42" GRAVITY FED MAKE-UP AIR 12"x12" DUCT 10" DIA STOVE PIPE WITH (2) LAYERS ZERO CLEARANCE 3M FIRE-WRAP EXHAUST INSTALLED WHERE NEEDED 0 0 CLEAN OUT 0 0 CLEAN OUT o 0 0 0 ACCESS PANEL 0 0 ACCESS PANEL o 0 1 ,___-_-__- / NFPA CODE 96 - .TYPE I HOOD (18G S.S. SEAMLESS WELD) I THREADED ROD—""' I MEDIUM DUTY COOKING EXHAUST HOOD 24" I 400 CFM PER FOOT I 1 EF 10 2" UL BAFFLE TYPE FILTERS EXHAUST FAN ON/OFF SHALL BE GREASE CUP 72„ THERMOSTATICALLY CONTROLLED TO AUTOMATICALLY ACTIVATE THE EXHAUST FAN WHENEVER COOKING OPERATIONS OCCUR O O ( 0 0 0 0 QO 0 0 3" INSULATED AIR SPACE (WIRING BY OTHERS) COKING APPLIANCES ring 6'_0" �•.;✓` �-s```' : �SIL 11i1-Eiik3�C��i.Y. 7ii-2� IIN- TYPE I GREASE HOOD LE (2) LAYERS OF 5/8" X SHEET ROCK 'IT IS A VIOLATION OF ARTIULL. 130 OF THE MEW YORK STATE 2X4 WOOD WALL EDUCATION LAW. FOR ANY �E OF �1C\ LC SQUARED dba ALL OUT FIRE �� y 385 HIGH STREET PERSOW TO ALTER THIS 3. r o HOLBROOK NY 11741 OMMENT IN ANY WAY WITH- OUT qc�� THE EXPRESS WRITTEN '� : - . � FIRST UNIVERSALIST CHURCH TILE H VERIFICATION OR-ADOPTION BY A ANEW YORK STATE LICENSED m , — J `t � 51970 MAIN RD /;� ?, �-v.�'' � SOUTHOLD, NY 11971 LAND SURVEYOR Oh MOW \� A .,7f�r, � � SIZE DWG NO DWG REV �+ ,p G3�.�80-0�� �N ACCORDANCE WI UCTION �U • EXHAUST 4 7209121, ARTICLE 130, NEW. yq gs SCALE AS NOTED 3/13/2924 'SHEET 2 OF 4 GENERAL NOTES: Nozzle Type Part Number Flow Number Grooves 1. SYSTEM SHALL BE PRE-ENGINEERED �, ALL PENETRATIONS TO THE HOOD SHALL BE SEALED WITH AN 2, SYSTEM SHALL BE MANUFACTURED BY KIDDE FIRE SYSTEMS ADP Nozzle 87-120011-001 1 1 u� APPROVED QULCK SEAL DEVICE 3. KIDDE FIRE SYSTEMS HAVE THE FOLLOWING LISTINGS AND APPROVALS: F Nozzle 87-120012-001 2 2 j GASKET LOCK GASKET LOCK UNDERWRITERS LABORATORIES INC, UL 300 - UL EX 3559 WASHER WASHER NUT NUT COMPRESSION / 4. SYSTEM TEMPERATURE LIMITATIONS 32F MIN / 120F MAX f ADAPTOR GASKET f' GRW Nozzle 87-120013-001 1 3 i 5. INSTALLATION REQUIREMENTS, NOZZLE LIMITATIONS AND DESIGN t SEAL NUT ADAPTOR f E 3 I l • BODY CRITERIA SHALL COMPLY WITH THE KIDDE TECHNICAL MANUAL AND ALL ADDENDUMS AS PUBLISHED BY KIDDEE FIRE SYSTEMS R Nozzle 87-120014-001 1 4 E• '. // � .�f 6. PIPE AND FITTINGS SHALL BE SCHEDULE 40 BLACK, CHROME PLATED OR PIPE / STAINLESS. GALVANIZED PIPE SHALL NOT BE USED. PIPE PIPE �—DUCT -4 DUCT DM Nozzle 87-120015-001 3 0 " '� 7. ALL REQUIRED ELECTRICAL WORK SHALL BE PERFORMED BY OTHERS AND IS NOT INCLUDED ON THIS SHOP DRAWING. 8. ALL REQUIRED PLUMBING WORK BE PERFORMED BY OTHERS AND IS NOT LPF Nozzle 87-120022-001 2 1&4 INCLUDED ON THIS SHOP DRAWING PIPING REQUIREMENTS LPR Nozzle 87-120024-001 1 Disc&core KIDDE SYSTEMS DO NOT REQUIRE BALANCED PIPING TO ACHIEVE PROPER DISTRIBUTION OF WET CHEMICAL TO ALL NOZZLES. BALANCED PIPING IS NOT NECESSARY BECAUSE A LIQUID HAS NO DIFFICULTY IN, TURNING CORNERS OR CHANGING DIRECTIONS. KIDDE NOZZLES COME EQUIPPED WITH PERMANENT PREDETERMINED ORIFICES. THIS MEANS THAT THE LIQUID WILL BE DELIVERED TM IN THE EXACT QUANTITIES NECESSARY TO THE DUCT, PLENUM AND APPLIANCE HAZARDS AS SYSTEM SHALL UTILIZE GLOBE ML° FUSIBLE LINKS FOR AUTOMATIC SYSTEM ACTIVATION. REQUIRED. FUSIBLE LINKS ARE DESIGNED TO SEPARATE AT SPECIFIC TEMPERATURES, RELEASING TENSION FROM THE FUSIBLE LINK ALL PIPE SHALL BE SCHEDULE 40 (STANDARD WEIGHT) BLACK STEEL. PIPE MAY BE CHROME DETECTION LINE AND CAUSING SYSTEM ACTUATION. PLATED. GALVANIZED PIPE SHALL NOT BE USED. ALL PIPE AND FITTINGS MUST BE MADE TIGHT CORRECT FUSIBLE LINK SELECTION IS AN ESSENTIAL ELEMENT IN THE DESIGN OF ANY FIRE SUPPRESSION SYSTEM. AFTER WITHOUT PIPE DOPE OR THREAD SEALANT. PERFORMING A TEMPERATURE STUDY TO DETERMINE THE MAXIMUM AMBIENT TEMPERATURE AT THE FUSIBLE LINK LOCATION, THE PIPE FITTINGS SHALL BE STANDARD WEIGHT STEEL, CAST IRON, MALLEABLE IRON OR DUCTILE CORRECT FUSIBLE LINK SHOULD BE SELECTED FROM THE FOLLOWING CHART: IRON. GALVANIZED FITTINGS SHALL NOT BE USED. BRANCH LINE CONNECTION AND INDIVIDUAL NOZZLE CONNECTIONS MAY BE MADE BY USING EITHER THE OUTLET OR THE RUN OF A TEE. TEMPERATURE RATING MAX AMBIENT TEMPERATURE LOAD RATING OF °C OF °C MIN MAX 1350 570 1000 380 10 LBS 40 LBS Table 3-31.Flow Number Range and Pipe Type 1650 740 1000 380 10 LBS 40 .LBS Flow Number Range Minimum Pipe Size .035 Wall Stainless Steel Tubing Size 1� 2120 1000 1500 660 10 LBS 40 LBS 1-2 1/4-inch 3/8-Inch 2.25" 2800 1380 2250 1070 10 LBS 40 LBS 1-8 3/8-inch N/A GLOBE® 3600 1820 3000 1490. 10 LBS 40 LBS 1—12 1/2-inch 5/8-inch ML®O"® 4500 2320 3750 1910 10 LBS 40 LBS 13-24 3/4-inch 7/8-inch M.dehUSA 5000 2600 4300 2170 10 LBS 40 LBS 25—48 1-inch 1-inch O • UL LISTED TO UL 33, HEAT RESPONSIVE LINKS FOR FIRE PROTECTION SEIK�GE • DATE STAMPED WITH YEAR OF MANUFACTURE •66" �.79"� CORROSION RESISTANT CONSTRUCTION 1 �-�^': w!�� E Nadlvor%Lane . � .- \•9` "`�`,'�.�• S'L:i:�s:���a�c,E=S.Y.��.7�•ii-21�� • STAINLESS STEEL COMPONENTS ,+ / • FLEXIBLE EYE HOOK CONNECTION �5ie 1r. r -• t:fl • 21/64" MOUNTING HOLE DIAMETER • LISTED FOR USE Igfajf OF NC� EDUCATION LAW-FOR ANY qC'\ '�o LC SQUARED dba ALL OUT FIRE PERSON TO ALTER THtS O 385 HIGH STREET 1/2-INCH VENT PLUG,P/N 60-9196984-000 ~ i HOLBROOK NY 11741 DOCUMENT IN ANY WAY WITH- " � �°`�=�.`�';•: � The 1/2-inch vent plug has a 1/2-inch(13 mm)NPT and can be installed in the outlet or the �" '? run of the tee in the discharge pipe.In all systems requiring multiple cylinder systems, only OUT THE EXPRESS WAITTr l cc I FIRST UNIVERSALIST CHURCH one vent plug is required.The vent plug must always point up or horizontally,never down,to YEINFICATION OR ADOPT104 Y 51970 MAIN RD assure that it will remain open during discharge. A NEW YORK STATE LICENSED 5 5 �F,' SOUTHOLD, NY 11971 Note: It is necessary to use a bushing with the vent plug when installing the vent plug in a LAND SURVEYOR Oh ENGINEER e tee larger than 1/2-inch(13 mm). IN ACCORDANCE WITH SECTION P: - SIZE owe NO owe REV 631- FIRE SYSTEM 4 7209{21, ARTICLE 130, NEW _ a n. Ai SCALE AS NOTED 3�]3/202¢ SHE ET 3 OF 4 •' - Ducts 50 to 100 inches in Perimeter 3-4.9 Four Burner Ranges i' Two ADP nozzles P/N 87-126011-001 pointing in the same" direction are required for P 9 4 Table 3-29.Plenum Protection protection of ducts with perimeters greaterthan 50"inches and less than or equal to 100 inches. Ducts can be of unlimited length(refer to Figure 3.-30). Items Parameters ADP Nozzle Table 3-13.R Nozzle Coverage Area—Four Burner Range For other option of ducts up to 75 perimeter Inches(See Figure 3-32). No Filter 1 10 ft x 4 ft.(3 m x 1.2 in)Max. i-located at one end of the plenum Note: All Kidde systems.are listed by UL for use with the exhaust fan either on or off when the 'vr Flter 10 ft.x 4 fL(3 m x 1.2 m) 1-located at end of the plenum Items Parameters system is discharged. 20 ft.x 4 ft(6 in x 1.2 m) 2-located at of plenum pointing inwards Maximum Hazard Area 28 11t.x 28 in.(711 nun x 711 nun) Single Bank Filter 10 it x 4 ft(3 in x 1.2 m) 1 located at one end of the plenum Nozzle Aim Midpoint of Hazard Area DUCT 20 ft x 4 ft(6 m x 1.2 m) 2 located at end of plenum pointing inwards Nozzle Location—Anywhere within the area of a circle 20 in.(508 nun)Min. When no filters are present,the nozzle protecting the plenum is used to discharge the wet them- generated by a 9 in.(229 um1)radius about the midpoint 42 in.(1067 mm)Max. ical on the underside of the hood.In this case,the hood may not exceed a length of 10 ft.(3 m) Note:Shape of burner not important. or a width of HooO 4 ft(1.2 m). Longer plenums may be similarly protected with a single ADP nozzle being used for each 10 ft (3.0 m)of plenum length and each 4 ft.(1.2 m)of plenum width. 1a in.(as7 mm)DIA. 1 x ADP nozzles may be used in combinations(see Figure 3-28).Multiples may be installed facing 1 42 in.(1067 mm)MAX x" + MAX DIAMETER 31.83 in.(809 mm) in the same direction,and/or at the ends of the plenum pointing in.Each nozzle shall provide 1 (FROM TOP OF RANGE) �X%X +/.x ,I& �d � a maximum of 10 ft.(3 m)of coverage. r I , NOZZLES TO BE ALONG ONE ADP nozzles must be centrally located in the plenum with their discharge directed along the 1 25 in.(635� CENTERLINEATTHE 114 POINTS. A'R NOZZLE MAYBE MAX.sIDE fi ♦ € ♦ NOZZLES TO BE 0.6 in.(0452 mm) length Of the plenum and located In relation t0,the filters a5 shown in Figure 3-28. 1 LOCATED ANYWHERE WITHIN UP FROM ENTRANCE OF VERTICAL DUCT THE SHADED AREA MAX.DIAGONAL 11.78 in.(300 mm) 1 1, MAX.DIAGONAL TYP.(2)ADP NOZZLES 11.18 in.(360 mm) SQUARE RECTANGULAR ROUND 20 in. MIN. 1 AIM POINT MIDPOINT OF (FROM TOP OF HAZARD AREA ADP NOZZLE RANGE) 0 to 6 in. 4 it. i - (0 to 152 mm) (12 m) � 1 1. , } .s 28 in.(711 mm) 14 in.(356 mm)MAX DUCT ENTRANCE/ DUCT AREA LMAX ENGTH i RD TBI O CENTERLINERD BURNER CENTERLINE TL OF VERTICAL DUCT .� r� C OF HORIZONTAL DUCT - 5fmm-102mm I J ADP NOZZLE 11 AIM POINT 10 R BURNER CENTERLINE NOZZLE TIP TO DUCT HIP {� TO CENTERLINE - i I �= 28 in:(711 mm)MAX HAZARD AREA WIDTH NOZZLE VERTICALINORIZONTAL DUCT SINGLE FILTER BANK COVERAGE Figure 3-30. Duct Protection Using Two ADP Nozzles,P/N 87-120011-001 10%(3 m)PLENUM Figure 3 10. R Nozzle Coverage fora 4 Bur>ler Range -':y fTl_�INF Imo�ry0 L � t'�.i0 ` E•,ii'. aaiil•.w.3.91.t�111c:i:l�i.j.:id;� ''IT IS A VIOLATION OF AK t'U�_. �A�E�F 130 OF THE NEW YORK STA7f6 J. T\ LC SQUARED dba ALL OUT FIRE EOUCATfON LAW FOR ANY 385 HIGH STREET PERSO11 ?0 ALTER THtS �-A HOLBROOK NY 11741 80CUN{ENT IN ANY WAY WITH- �'`` t'� -r. FIRST UNIVERSALIST CHURCH OUT THE EXPRESS WRITTEN o r � 51970 MAIN RD VERIFICATION OR ADOPTION-84 550 `�� SOUTHOLD, NY 11971 lA}{N�rEW 1Y,O�RtK�/S�TAT(E�[LIIC(�ENy9SgED LAND S{JRWE i OR OR ENGI10VIER P: � 8�103 / SIZE DWG NO DWG REV IN ACCORDANCE WITH SECTION FIRE SYSTEM 4 7209f2l, ARTICLE I30, NEW SCALE AS NOTED 3/13/2024 SHEET 4 OF 4 , 7 I I.J. Sl Si. / gyp,+® PROJECT ENGINEER: IJ / / de In G19 E�HnyS LmdbxUm Naneyman/ - / LCULATIONS 4a dBruinCo EngntrylR aring,P.C. f�R Ja•3. / '1' / V UIRED PARKING: 1400 Old Ccunlry ftoed-Suite 108 \1L�], lIIJJJ H CX:I I75. @ 1 SPACE14 SEATS rY' �'• • //AW ��� / D �J i07ALRE0'D:2e SPACES+2STAFF SPACES 51 5131313 N58579.2574 Fax UP B _ / )1r/� ARI HHOUSE PARKING:i SWGtFiAKLYOWELLNGO ELG E%1 GDWEWNGPARKNGAISOIGIE-FAMRYDWDELLIN 0 v VV It is a violation of Section 7209 of the / DI New York State Education Law for any / �•(� fP Ella 2 SPACESISNGLEFAMILY DWELLING parson,unless he Is acting under the TOTA SPACES REQUIRED: direction of a Ilcensed professtonal 32SP ES 42 HANDICAP SPACES 34 REQUIRED SPACES engineer,to alter any Item on this EX S0gr1•{OLD drawing in any way. If the drawing is /AWR Ex.GAC@1T7B.BL TOWN OE COMMIS,10 pgCpS PROVIDED: altered under the direction of a ERVATION professional engineer,the altering PRES 26 SPACES 4.6 GRASSPAVE SPACES+2 HANDICAP SPACES=34 TOTAL SPACES engineer shall affix his seal to the / •O 'ALL PARKING SPACES TO BE IV X NJ'UNLESS SPECIFIED OTHERWISE. drawing With the notation-altered by / ( a followed by his signature,the dale of / W �L d0�,NetiA �CJZ REQUIRED LANDSCAPED ISLANDS: oltthelalte aUon.specific description EXISTING 71 SF OEaGRADE ,(7 C�- ION PER PARKING SPACE X 34 SPACES•340 SF REQUIRED / PINE=V'2 WAAY TO BE REMO'JE, / C / BUJ 414 SF PROVIDED / .EXISTING 125 SF PORCH• O / PRO STEPS TO REMAIN/ UP J: PROPOSED 89SFOWGRAjIf / W!L CONCRETE WALKWAY AW f3txasi id��° \ \�, f �o o!_ LEGEND rw.v" /G.v � `-S'\ / r;v°v c f�Jl�t" CCee��y "rp EXISTING59SSPOH-GRAOE / J!\ 10n 5, e" OA-�-FiL 00 `PROPERTY LINE NO STOPPING SIGN .V. WALKWAY TOBEREMOVED LIP' //mot ✓ \ R�. �.o f ,p J''��y EXISTINGSIGN �� , //� NG•J SSS OTF REVISIONS DATE W.V. iO BE RDAovED !� /�� PARIS�O"ISE oot O�Q y9� OW CHURCH FOOTPRINT NP NO PARKING SIGN !LAWN p fa A APRON I / , ^ , L. y` t, EO CH STEP IX[STING IMPROVEMENT FY • " \` s \S� 9S:`, TO REMAIN (,O ______------ EX BE REMOVED STOP SIGN \C, ti�' / PLANTING �� 4`�G PROPOSED 976 SF ON-GRADE _ O•' / f CONCRETE WAIKwAY 9 EXISTING FENCE I EX mNG ��' / 2adlx �P TO BE REMOVED AW ARROW SIGN DaS11NG CCNCREfE CURB CONCRETE CURD I EXISTING CONCRETE SIDEWALK- v e / @ S \t r PROPOSW HANDICAP rrvsooi ENGOrEER tOINSPECi Ex.sIDEwAIX / r * Z \1 \ 0 ACCESSIBLE ROUTE KEEP RIGHT SIGN "I"W RIGFIT•OF-WAY TO D..NE IF ^j r - pAW I REPLACEMENT WITH S W.SIDEWALK IS NECESSARY y ' jMlMQRIA4 \-X ®Aw NUMBER OF IC X 20' uF UTILITY POLE BUDDS PARK I d rFx GAs / J (72S Sf) v -O 0 PARKING SPACES PER AREA UP wlL UTILITY POLE WITH LIGHT MFMORIPI. I IRJESNB �+/ V-S. iLIAJ- `J\\�```,`C� S ISSUED TO: jrY / ® �AdtN �' ISLAND'PLANTING BEDS w.v- WATER VALVE xlPROPOSfiD 414 S.F. XR5 TOWN OF SOUTHOLD PLANNING 4-1-22 - LAWrX(28 Tji �tTS EXISTING 265 SF SHED Historic Preservation Comlli6van 10.27-22 OW I PROPOSED ! ,� `Y \\\\` 1' 42ERENOVW SPEED LIMIT SIGN DRAW INCEPT TUCKERS LANE I PROP QSED , y ! „ EGGING G NGMOVSL'D41ED DINE I A ,Y:'- 11\ PROPOSED S X tc DO NOT ENTER SIGN FIRE HYDRANT BEDINE tnPI - \ , 12aTj "v \�_CHURCH V PRWo\FDILSF z" Bo 1 2 (3950 SF) STOOP GAS VALVE ROPCSE 735 SF , oros W.VD EXISINGSIG� / y CN em,OBCO--- ATi02.1LTm TO BE RELOCAIEd ' Z PROPOSED SO SF WALKWAY ?"KING S50 - ��� Q • y COVERED PORCN O l ! Of Of LAWN EXISTING W.�R / ) L , t ` GUARD RAa I TC(42 ' BC Cast j I Q YY EXCRNG GALE COVERAGE CALCULATIONS UP `\� PLANTING +. \`dal ~PRO EPOSEDB'V.'N 1W11. i LAWN �o� Du -'' \, LOT AREA 53,962SF r4-- MULCH PATH AJDWED B0001NG COVERAGE 10,7933E OR 20% I L() TC�z43j Ocoj'S PROPOSED 32 SF ecE{ieI \ s r CON RETE P�MP3 ea EXISTING LOT COVERAGE any FOR a DI DI eJ, PROPOSED 2016 SF Z DESCRIPTION AREA %LOT COVERAGE I ON GRADE CON CRET — PROPOSE i PROPOSED6•H. CS K PROJECT: �N�y Tc}1'2? - \\ _ RFIOCATED _---W4pWAY ".,1 ASPHA T NC HC W SOLD WOODSCRsaH W OE CHURCH tAPPRO%NM1E•) k4WSF' 82L• I W I4 Q S 9G✓_ - PARONG © VROPOSE y wR1GATES Z�Q EWING,PARCH HOUSE PORCH.STEPS 1.1025E 2.8 _ MIKE RACK =F-3 FIRST UNIVERSALIST OCARON E%6TNGDWELIPORCH STEPS �� 1� CHURCH OF `V•. PROPOSED RUSH - J EXISINGSHES 43d3F 0.8% ✓� I .T-TRAFRc M7wG \�-pRQpOSED ASPNALT PROPOSED HANDICAP II L_PROPCSED'SS CONCRETECURB a Ol�/lm i01A1 F10SING COVEWGE - 6,8205E ,2.,,, - SOUTHOLD �j PROPO{E \�I_qt REQUIRED BY NrSDOi PARKI�•1G AREAS ACCESSIBLE ROUTES CJI a%2T1'Ju'Mt%CAP .PROPOSE CONCRETE 7 FKGrNG 1 - 'y 1 �ARFaJGSPACES D. CONCRETECURB GRM1t2^ ~ Izasjx (15.5r33PTOTAU ty z PROPOSED _ WTHe%'40'ABLE �C1RWX X EXI I H]NCE O J PROPOSED LOT COVERAGE 51970 MAIN RD, N'RCN},G EXISINI 35SF 'b 1 PROPOSED —__A:H torJ�sP"ALTI Pn RED1729 TO BE NOO SOUTHOLD,NY 11971 pdSR GRAVftO BE REMOVED PRQQPosED APR DRIVEWAY COI'I RETEAPRONS O'f" DESCRIPTION AREA %LOT COVERAGE I /,' PAR REMOVED C0PICRETEAPRON CONCRE 2CURBNG GATE PRO O=a EXISTING PARCH HOUSE PORCH•STEPS 1.1825F 2TR PROPOSEDDRWEWAY ^-------__s_'�`-v-'�=.'-. — 'ISLA NRHCr�-�^ E/S EXISIWGOWEDPIG mBSF IS^ DRAWING TITLE: FMRANCE/CURB CUT Q I ._ _ Sy ,PORCH.SIFl6 A AS PERNYSDOTFIANBY Q, I _ .—.— _\ 'FXCiIp'G 184SF ♦ 11 ZW W PROPOSEDCKURCH 3.9505F l3$ CONDONE P-C. / 1 — W DATEDJR 6.2020 O TO FJda) �,E�m \` �' RpM,� NO SE QR'Z PROPOSECHURCH COVERS PORC" 50SF QIR ry Bedysl Q ` Jue rAKFJ"G Zla.o roruveorosmeovERAGe x+9D3F n.1R SITE PLAN 't PLANTING E% D - PR R�16SF y Q CJ NS PROPOSE ME m cc'I R� a g�]yF¢Ox DL WA ASPNAL®ARKNG RELOCATEf2\ ¢ IA. p�V. W AY AISLE r�'7-, 1 urEiounoN -- ` _ b(15D�f4G iD I Q I F�3 220 �D}VELNG m _ PROPOSE RWT i •O 4 _ 7'ltlE S:- 'fE YR.o CONCRETE CURB p SCALE: coNeuRe�D° o T� y 11 r eosED a Iris O3 GGVFS TRUE NORTH \ 4j PA 2 G ' c SCALE: 1" = 20'-0" 35.D G ,� - PROJECT I I z Y rtorosE a NORTH • I INILLTRADON Amok \•��', EXISTING DRAWN BY: UP CHA1v1DO: 20 10 0 20 40 PS aBo Aa 1 I doi}zd,4j %D,.,1 PLANTING m its PENCE -CHECKED BY: +N'"0 4'LHlJNLNR iET,'CE N.ONG LINE v `EXCITING f N74"50 00'iT PROPOSED,•H.244' 4'aH. SCALE IN FEET RMC � I WIRE MUM LAND G1104 h'�""�HEDGE)� 51750 ROUTETE 25 LLC rT9+cE FILE N0. S.F. RESIDENCE CONNECTED TO PUBUC WATER PROJECT NO, DRAWING N0. JDATE: - G-001 - SITE PLAN 1510412021 xALE: I"=20'-O" / PROJECT ENGINEER: FIRST UNIVERSALIST CHURCH PLANT SCHEDULE de RFn ���j•J CITY SYMBOL BOTANICAL NAME .COMMON NAME SIZE LXSE .xpS cmaxnns uxey ae.,r 2 ITree,TB D TBD 2 1/7-3'cal. de Bruin Engineering,P.C. ,,C60 1 AR Ater rubrum Red Maple 21/2'-T Cal. 11 Union Avenue Bethpage New York 11714 `s J4'H - t•�� 4 ARE Aronia melanocarpa Black Chakebeny 3gal. 51s.513.t313 6ta.579.2574 Fa: �1 18 At Asclepias incamato Swamp MJkweed I gal. 18 ACS Asdeplas sydaco Common Milkweed 19a1. It is a violation of Section.7209 of the 32. AT Asdeplas tuberoso Butterfly Weed I go]. New York State Education Law for any Qsv 26 ACD Aster ca difollus Blue Wood Aster I got. person.unless he is acting under the 7 BNH Betula nigra'Hedfage• Heritage River Birch 8'-10'ht. direction of a licensed professional engineer•to alter any item on this 772 CP Calex pensylvarucp PenmNvaNa Sedge I Qt. drawing in any way. If the drawing is •.S 12 CAH Clethra alnitoGa'Hummingbird' Sweet Peppemush 3gal. altered under the direction of a -1Y 3 CFP Comua floddo Howering Dogwood 7-21/2•cal. professional engineer,the altering •�.1� 1 CMD lCom.mas Comerian Cherry Dogwood 21/7"-3 cal. engineer shall affix his seal to the y e/, drawing with the notation b J hA 200 DP Dennstoedtia punctilobula Hay Scented Fem 1 gal, g y ti V? followed by his signature,the dale of 250 DF- Deschompso flexuoso Wovy Holr Grass 1 gal. alteration.and a specific description N 35 DAF Diyopfais erylDrosora'Bdl6ance' Autumn Fem 1 gal. of the alteration. c$ / a 4P-05��� 76 45 EPM Echinacea purpumer'Magnus Purple Coneflower I gal. 433 FGB Fergus 9randifofia American Beech I'cal. 15 'GM Geranium maculatum Wild Geranium 1 gal. 20 IGS Ilexglabra'Shm arock' D-1 lnkbeiry 109a1. 3 10 flex opa= American Holly 9-10'ht, 7 IV Ilexverticillolo Winterberry 3-B ht. o,r9 d7r PO 9 JV Jv0perus virginlona Eastern Red Cedar 8•-10 ht. O 50 LO U9usirum ovaiifogum Privet 4-5 ht. ht. C51F,e o� LD yF Sl j 1 MY Magnolia virginidna SweetbayMagnolia 150 20. MSO Malleuccia struthiopteris Ostdch fern 2gal. Nca 10• (y/��/q���{yyJ 1 F'ap s �O,P 24 MP Morelia Peruylvo Northam Bayberry 59a1. e �✓ ''� M152 'IQ'l O� 3 NS Ny=SylVatica Block GUm 21/2-3-1. REVISIONS DATE 20. OC Or undo cinnomomeo Cinnamon Fern I gal. 160 PVS PaNcum virgatum'Shenandoah' Switch Grass lied) 2 gal. - 10 PMM Pymnlhemum mulicum Mountain Minf 1 901. 1 CIA Q.—albs White Oak - 3'-31/T cal. '10J / .•®• • �ri 60 SSO Schizacmdum scopadum'Standing Ovation'Little Bivatem I gal. ��• S• • r 300 SH Sporobolus heterolepB Proide Dropseed 1 gal. CdRO 7j / • ,^ r 38 VBL L Vocdnium ongusfifolium RUN Blueberry 2 gal. GO�C' v / $�. ,®• - LANDSCAPING NOTES: 4J • R vxa 1•The use of native,drought tolerant plantings is required In landing. 1• CID tea. , ' .'� Ye�'� - O 2.irrigation is Ernited to 15 percent of the total parcel area. ¢Q 3.ONylise use of organib lertu'aers is permitted where the wafer �p a- / x "a •SI soluble nitrogen a no more than 20%of the total Nhogen in the ISSUED To: ♦K# N p . •• mixture. oo,zx Je "��. � 4.rr maximum or I ID,of nitrogenTOWN OF SOUTHOLD PLANNING 4-1.22 ��o �y • pemdHed in ony one aPPBcatwrt with a�cumulol'rve application m 4 _ •.yy • of no,more than 21bs.per 1,000 square feet per year, s a. °qv r�4a - • S. The application of ferhTaer products containing nitrogen. TUCKERS LANE ! - 4°r` ) phosphoms,or potassium is prohibled between November Ist s and April Ut. LEGEND 1 �-�• i o0 � PROPERTY LINE GU"RD RAx .1s e $ m-'^•v - /s`!�"�.°,e IXISi1NG TREE TO REMAIN ,eta y E%ISTNG TREE TO BE REMOVED >- ` w ` •® �.. -I UTI ITY POLE / LITILffY POLE WITH LIGHT CC tty�JJ u aka,. Z�y- PROJECT: I ��� 093 FIRST UNIVERSALIST co Z, ��o CHURCH OF Z m iEom, SOUTHOLD / r.1 too 0 51970 MAIN RD, / o=o SOUTHOLD,NY 11971 �••� U ,,in V DRAWING TITLE: SITE PLAN �Y `I SCALE: TRUENORTH c :� j ?' hSrx�SeS \ E'��+ ± SCALE: 1e _ 20.,0r, �, . - - DRAWN BY: oA. PS g1EaEO AeGc a•CNAV:UAX FENCE ALONG LWE 247.04' CNECREO BY: PROJECT 1474"50'00"1r NORTH �°`�+.,, LAND.N/F OF RMC * / 51750 ROUTE 25 LLC 20 10 0 20 40 S.F. RESIDENCE FILE NO. CONNECTED TO PUBLIC WATER SCALE IN FEET PROJECT NO. DRAWING NO. First Universalist Church of Southold - Landsca a Plan DATE G-OOZ p 1570412021 51—'4LE: I" = 20'-0" PROJECT ENGINEER: // 0 / OY9Eiq.Neenn95Con,trxHaiY eiPewue, Bruin Engineodng,P.C. I Union Aranue Belhpage New York 11114 `• / �� j/ 516.6/3.1313 618.679.2674 Fee / 0 // / /• It is a violation of Section 7209.of the Now York// •/�• person,unlessehedisc acting ation Lundeaw rrthe y direction of a licensed professional b.o b.o engineer,to site eny ilem Grewthis l- drawing in any way. If the dring-is / - - altered under the direction of a / 0 •�'S .'�a .o b.o b.o b.o professional engineer,the altering engineer shall attic his seal to the drawing with the notation"altered by' b.o .o b. D o la o 1.0 tr� followed , his signature,the dale of / a Dry �• oftthe alte and a rat on.specific description / o h.® .0 10 bib b.o b.o I.. / .bD b.o b. u.o b.o b.0 b.o h.o b. b.o / / •7i b�I OL>po \cd ,t b.o b.o D.o b.a b.a S.o / �/ 'C, s l•f // a /t.o '.o YcuN a.b .o b., b.o b, b. b.o b•r6D.o b.o b.o b.o 110 00 !+q j/b. G� 0 b.z b.z 5.2 b.o j r�o..gcs+ .o b.o 1.0 b.a b.a 5.a yy�O s� 4 po' 0 I" / b.o '.a 5.> bs b.+ I. ,b.L 1 6 a b.o b.o b.o b.o b.o b.o Sny �� '/ / S��T`0 •�F �t REVISIONS DATE .o b.o b. .o b.+ b.a b.i bi b.II .L ry0 q3 1 b.o bb.. b.o b.o b.o 5.o b.o -0 13j y,9 Ao,`e2'P b.2 I.L 1.1 X0 L l.z l.z s �G� 1 �.0 o b.o b.o b.o b.o b Qt b.z b,z ..f I s I. 11s i.a 1 F��b®°- b.o b.0 b.o b.o b.o b.o 'Y /r I Z J0 a,°G v 4 b.z b.z b.+ z t, y r s i s x •ft 1 ai b 1 L b.o b.o b.o b.o b,o p / s b.z 5.1 i1/ #.'� 1}�i`^�`�. 3 i.s * b.s b.t D z D�, b b.o b.o b.o D.o bs b.d V.3 b, yRL't b b.7 b.s bs b.+ 5+ b.> 3.1 b.o b.o 3.o b.o uD.z D.a b b.o D.1 b�• D.> D.4 D.o b.o b.a IssuEb TO: 10c3 TOWN OF SOUTHOLD PLANNING 5.11.22 s I �b �a�_� . s� 5 l.o D., t.o ., l.a ta''=�$, D.a D.+1. �o b.o 5.a b.o jam` b. b., I- l.o 1:,, 1is o b.o b.o I, b.o TUCKERS LANE l I p.a b. a b.z b „�-� -` 11 b x ' b.+ b.a II.. b.a b.o ' :< 2I" b. b o b., a.z b.� l'�.1+� "a.+ ba 5.0 4.+ ,i.z.t.a, t.a LL bn D.6 b.z bn b�g5f.9712 b.0 o I % g;� I o b.i bs V.s .b "1, ,,, 1.2 bn 1.0 1.2 1.+ 1.6 1.2 Da b. b.a b.a b. .I E I.. b,o Q b...,`-t 1. 5.e 1.1 LJ 1., 1.1 1.1 11.s b' b.rQ.3 b.z b.L b. <t,o b.o a T:` >• ' caz ' I .o 1 b.t 6,1 1 b.s.b.e- ;Q; a 1.a b'3 5.0`^t�, t.s 1.+ 1.3 1.0 b,a b.s D.1 b.z I5.z b. j'o b.o b.o o b.o b.t b.z 1%+ b., l.o - a l.zw5.1 b.> Lbs b.s 1 z a, le is 1.+ 1= l.o bs b.1 i{s b.. ".b.n II.o b.o f.o b,o a o ba 3� a.+ It, b.6 1. 1, l z �r s1- a.+ b J b b.7 i.o 1 -1.6 1 -i+ 1.2 V.z 5 W., b. qo� :z �.o b.a II.GO to I (\j L.o tpj o b:L A;2 b., bs b.6 b.e b.s b.s b.6 b.6 bs b S'• D s 5. S.o 1+ s }0 1 , I 1.7 .1 1.0 a/ bs b.a b-a b.o u ZO m PROJECT: •D.0 o yi D,z II, b.s b.s b., b., b., b., b a D> D- a.s D a b. D.s l.z .1 1�i �.i..le. }.a 5.a 1.d D.a D.� ea b.a b.o Z,n a FIRST UNIVERSALIST Calculation Snmmar a b.+ b.s b.6 bn bn 11.7 b., b., b., b :,1c, b.6 5 6 b. 1, .+ 1 s I , }_ T;.. }o- 1, 1.1 b•, b.+ a b.a b.o I... U Label. Avg Max Min Avg/Min Max/Min CHURCH OF u '• 907 CalcPts.1 0.52 13.6 0.0 H.A. N.A. A. Bm of bs 5.s b,, 1.9 1.o 11.9 b,> b.e b.s I.o 1.o bs b,e b.6 b.a I.J. i,z is 1.5 l.a In 1.o }. Y.a,u1a I., to b., b. I b,o b.o b.o isgs StatArea 1 1.03 3.ti U. 10.30 36.00 SOUTHOLD z z l 13 ��a b.o t.o o• 5,s ba ... i. I. I-, I.z I. I., I., 1.z 1.1 is 1, 1.L 1.1 1.1. 1.z 1.5 1.. 1.6 1.6 Ls }.z }. 3'.e 4.z La is b.6 b. I 0J U1970MAIN 11 I I I a I - r .o b.o b.o b.o tl1000 Luminaire Schedule SOUTHOLD,NY 11971 "'"'° '-°-'�, '•o-"o I L, .Symbol. 2ty Label LLF �'z 1 }.6 }.L 1., 1.o b.a b. z a.o b.o b.o 0 E=,7 9 UTLD-PAS-90-727-U-5WQ 0.900 A Fill l 11 a `•T'+` -' „-v--. I ��U 2 UTLD-PAl-40-727-U-T4H 0.900 DRAWING TITLE: I QI Ib.o 3 .o b.s b.s a `°• to 1s L! •l.o•=rs-1.-•b•^•.e-t c'Y 7.3-7 ••°•z°• 's' �]~1,6 I i x 1.6 D.o b.o 7-108 12 wall sconce 0.800 I C) DO c Z 2 sin lite 0.600 (jy ib.o bi b,s 11.6 'l0 1s Ls 1.z 1., 1.z 1., 1.z .1 Lz o1.L 1.z A 1., L+ 1. .i S.t }., b:e I,aO 1.3 b.e Ds 5. I b b.o a,o b.o U SITE LIGHTING PLAN � o I Ib.o -1. .o b.+ bs is 1.0 1.1 l.o b.z Ds b.a la .I 1.o n 7.0• to 1.1 1. .� 1.0 5,z }r, 1,6 t.o b,a ba b. i 5. b.o b.a II:.. (�} gz o ►�-•+1 Ib.o .a b.z b.+ s D.a b.a •D., .c bs ZW2!`•' ba b.a 1. 1,z b., D.+ D.z b. I b. P5.o I.a b,o SCALE: rG I b.o �1 .o b,z b.z s b.6 b., III b,+ b.3 b.+ 5.+ .r b.> I I � SCALE: 1" =20'-0" TRUE NORTH i ib.a 12 .a b.L b.L - •-•--- _.-.-.- - -. b,z b.o .o b.a b.o b.L b.s b.ob.+ .s i b.L 6 b.o b.o PROJECT I I b.o b.L b., D,, D.t D.L 1.L b.L b.t b.L b,1 b.a b.t b.1 h.. I., It, b.z b.e j.o II.. b.o NORTH I t DRAWN 9Y: L I b.c b .o b.o b,o b.o b., b.t b,t to b.z b.t b.1 b.1 b,, b.o b.c b.L to.t b.t .s ,. b.o 0.0 b.o b.o, b,o 20 10 0 20 40 PS tzpED b, do oa I.. b.o b.o b.o b.o b.o D.o b.o b.o .b.o b.o b.o D.a b.o b,o b.o b.o b,o b,a D,, .t b.s b., b,1.b.z b.z b., b.L 1- b.o o. b.o b.o c>? + �„ d•CHNAIINK FENCE ALONG LINE 2429?b CHECKED BY: NN 7¢. 0 'SP ¢ SCALE IN FEET / ib.o b.a .o b.o b.d b,o b.o b.o 'S ob.b -S.0 D.o b.o b.o b.o b,o D.o D.o b.o D,o D.o D.o D,o b.o D.o b.o-b.o 6.o b.o t.pN�.C, o03.o b.o D,o b.o b.o RMC II.o b,o b.o b.o b.o b.o D.o b.o D.o b.o b.o b.o D.o b.o b,o b.o b.o b.o b.o b.o b.a b.o D.a b.o 1- It, b.o b.o 517SD�R�IV�I&hC�'1 CLb 7a�pb.o FILE NO. b.o b.o b.o b.o b.o b,o 1- b.o D.o b,o b.o b.o b,. b,o b.o D.o b.. b.o b.o b.o b,o b.0 II.o b,o b.o b.a b.o 9.gNq.�CTEp '�0 PDUPLI�oSWb18-'S o 5.o 1.0 PROJECT 40. DRAWING NO. b,o b.o b.o b.o b.o b.o %.a b.o b.o b.o b.o b.o b.o 'a.o b.o D,o b.o b.o b.o b.o I- b,o b.o b.o b.o b,o b.o b,o b.o b.o DATE SL-001 SITE LAN 15/0412021 ` P G-GALE: I"=20'-O" PROJECT ENGINEER: de in GYYE�,'iemi9ACannN-slNnw.yeen/ To'-6 do Bruin Engineering,P.C. 1400 Old Country Road-Suite 106 32' !e' Westoury•New Yark•11714 ,I' 516.M3'.1313.516.579.2574 Fax d'-!• 4-3• e'-Y B' b' Y-IO' !'�J7� - � V• 5'yV4 It is a viol Stich of Section 7209 of the IN w York Slate Education Law for any person,unless he Is acting under the direction of a licensed professional engineer,to alter any Item on this drawing in any way. If the drawing is altered under the direction of a professionai engineer,the altering 3 engineer shall affix his..at to the lk3 O drawing with the notation'at 3Wk4'POASTER lered Oy' MW LANTERN Q followed by his signature,the dale of alteration,and a specific description ® of the alteration. a 19'�• Rec 1Y-5• ,d' KITCHEN O DA9 r� I i w i Dn E Pao n B SMALL GATHERIG PLACE EI PANTRY OO O REVISIONS DATE MEMORIAL GARDEN iO RESTROOM E GL cL FOYER � 5' \ S ATTIC Ducr BJa.oSURE,REPc� o ° �• S m ,a TO'CALDR4WNG9 9•-IOI Y _ 111 CLOSISSUED TO: ET RESTROOM T, O O O � . O O V TRY Till! 1111 ACCESSIBLE RESTROOM - O Efi Ii O y- v\ EI? Eli i ai E a c A Ili it fl p. JAN.CL A m iE • :. . r E'E iiE �d I'�T pt ACCESSIBLE RESTROOM ZY r I•:� I m a -3 ® p ElE ill i�i ii IIE Da oo— e ENTI Y VESTIBULE ;; CHANCEL GALLERY ' BABY CNMG:NG 5T4110N ill EI iiE MEETING ROOM ill O' EK] o _ C N — EIE Ili `•" O IE '• .Y — ^ .. � . FRSTR ®� Ili ilE i1t r i�E � FL.EI>:v. eP 'ls il: y�'t�• ill Eli 11-47 5' 13-4�• Y :IE :li ii O PROJECT: m 5•'-4'-4 ` '-6' �- ai E E Ei ill LOBBY VESTIBULE it 1�. o � O o FIRST UNIVERSALIST y :�: sivE ENTRY EIE ;r =! it EiE ® - - - CHURCH OF Eli p SOUTHOLD DOUBLE ru`G,aero�l r 51970 MAIN RD, " a it 1 SOUTHOLD,NY 11971 m a :IE Ei: ESE EIE - l O O t O I I ® O C O COVERED ' DRAWING TITLE: DUCT ENCIGSURE �i °oa ENTRANCE 7 j CHAIR STORAGE MRUSTERSAOFRCE -� ADM 0© FIRST FLOOR PLAN 4 To 11 O �o Q v :o a C la'o-� - I 1 SFPLT CLOSET 11 — (57314'PLABDC I I LAMRATE aNELVEe 1'• II °A o I I 15'�j' Ij '17 I-b• 10'-3' V� SCALE: O O SCALE: 3116"=1'-0" DRAWN BY: PS °4LpED CHECKED BY: RMC • / a'-7• B a' 4'-IO• li'-3' 4'-V b'-b' b'-b• d'-!' e'-!• 5��d 2e' IS'-b' lY-6• 5' 0 5 10 FILENO. 13' - TB'-53/4 PROJECTNO. DRAWING NO. PROJECT NORTH A-102 DATE: - FIRST FLOOR PLAN 15104/2021 SCALE: 3/I6" = I'-O" 31/2"PVC PROJECT ENGINEER: Copper Roof and Colonial Trim on Finial at Cupola 3/4"X 8"fascia bd. Camelot II 1"PVC Cupola s g Shingle a deE In Roofin with Casement 3 1/2"PVC MFR'D.b GAF- de Bruin CounEagtry Road-Suite aring,P.O. 6"half round Y a0a Ole Gauntry 71 tab utters-white Window Colonial Molding Color Royal Slate 516.M3'13,3n516.579.2674Fax g on 3(4"X 6"fascia W nre ti bd. _ _ _ __ _ It is a violation of Section 7209 of the New York State Education Law for any person,unless he Is acting under the direction of a licensed professional engineer,to alter any Item on this drawing in any way. If the drawing is altered under the direction of a professional engineer,the altering engineer shall affix Als seal to the drawing with the notation'altered by F followed by his signature•the date of 's alteration,and a specific description of the alteration. ® ®��® m 18"White Cedar ® Shake Perfection w/White Stain or James Hardie aPaPu _Smooth 5 1/2" Cement Board Clapboard ® I - 3/4"X 4"White REVISIONS DATE trim of 3/4" PVG flush panel TOP Call DLNAaGI --- ❑ a a ❑ ❑111 11011EIFE-ITE-11❑ ❑Jullill .rOPC"4AB DFVAi�1 Ar Tor. ------------ -- -------------------- --------' A�AT ISSUED TO: 01 NORT14 ELEVATION A-361 3/4"X 4"Batteri Bd.on 3/4 PVC Board rcvaPure 2"wX6"dXWh raa_ re — — — PVC Corbel on — — — —"— -- '� 314"X 8"PVC 2 Fascia PROJECT: FIRST UNIVERSALIST n.x 1^m: CHURCH OF 7^nig SOUTHOLD PVC Traditional Head 51970 MAIN RD, 3 1/2"PVC SOUTHOLD,NY 11971 Colonial Molding on 3/47 X 10" DRAWING TIRE: r fascia bd. 3%4".X 4 Square Edge,PVC Trirn • aaRAre __ NORTH ELEVATION; ter' WEST ELEVATION 7 SCALE: 36'X 42"Timber Bracket painted ° SCALE: 3/16"=1'-V white 10"X10'Non- \\ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - Tapered PVC ,cvsxAe asvnal A Column Cover _ _ —_—_—_—_ e-e "..rlc,.Arxal DRAWN S ner: 4.`eEo CHECKED BY: emrcno rmttn A - - . 3/4"X 4"square edged PVC Trim . az WEST ELEVATION FILE NO- A-361 PROJECT NO. DRAWING NO. 5' 0 5 10 DATE: A-301 NORTH ELEVATION; WEST ELEVATION 15104Jz021 PROJECT ENGINEER: de In cnat�asn ye canarvoe us.,ayex,.�r da Bruin Engineering,P.C. 1400 Old Country Road•Sulle 106 Westbury-New Yark•11714 5,6.513.1313.516.679.2574 Fax It is a violation of Section 7209 of the rvol,Are .- �,ry o.lure New York State Education Law for any >7y .—. .-_ ---__—_—_ .AV person,unless he Is acting under the direction of a licensed professional engineer,to alter any Item on this drawing In any way. If the drawing is altered under the direction of a professional engineer,the altering engineer shall affix his seal to the drawing with the notation"altered by' followed by his signature,the date of alteration,and a specific description of the alteration. r�ornme,� _ rIN orwr���re� '—_—_------�p REVISIONS DATE ❑ 1 ❑ } m rCP QlLLa acvAml tPrr-a oltcB EaNAM! . ,� I r 4 d eorron m rocRa .� aarr m rmmn ISSUED TO: l 01. `------------------------------------------------ SOUTH ELEVATION 5' 0 5 t0 3/16--1'-0' . rCPp/!Are _ _—_ _—_—_—.—_ TCP 6RAR Ay —_—_—_— —___—____ —_ _ ___--. — PROJECT: I, - FIRST UNIVERSALIST CHURCH OF SOUTHOLD A — — 51970 MAIN RD, m SOUTHOLD,NY 11971 12 � DRAWING TITLE: rorwrure raa.nAre SOUTH ELEVATION; -- EAST ELEVATION TK AHi1G�t DF, SCALE: ILLUI L SCALE: 3116"=1'-0" mEll 11TCPO6IAG ELEVATxN ❑ ❑ 1110110110 ❑ ❑ El ❑ I.r?mY1e BPVArY11 DRAWN BY: 0 0 — °'" PS. i 1' et�Rr . rao:Na A ,_J r I, �- A BonC+TsoPian CHECKED BY: �P — — — ---- --- —__ -------L —_—_ —_ -- — — — —� RMC • - FILE NO. 02 _ EAST M"ATION PROJECT NO. DRAWING NO, A-302 3/i6"=1�-0\` A DATE: -302 SOUTH ELEVATION; EAST ELEVATION 1Srodf2021 PROJECT ENGINEER: RUSH SCHEDULE WINDOU SCHEDW.E de in GYJFnglneM�l ConaNu[(.nn L'amagemeeu ROOM ROM FLOOR WALLS CEILING WAINSCOT BASE CROWN NOTES WINDOW ROOM ROOM QUANTITY RO MFR. FRAME KEY NOTES de Bruin Engineering,P.C. NAME No MOLDNG MOLDING TYPE NAME NUMBER SIZE NUMBER TYPE 1400 Old Country Road-Suite 106 Weslbury.New York.11714 VESTIBULE I PRO PLANK BOARDER PAINTED SHEETROCK PAINTED SHEETROCK PAINTED PANELING PAINTED WOOD PANTED WOOD ° V a e A MEETING ROOM I 6 3-0 A]WMI7V9XM 'k 1-4° FG CASEMENT 516.513.1313.516.579.2574 Fax MEETING ROOM 1 CALJVNYL PRO PLANK PAINTED SHEETROCK STAINED WOOD PANTED PANELING PAINTED WOOD TRUSSES-STAINED WD OR PANTED WD B CHAIR STORAGE,ADM OFFICE 4,6 3 2=6'X X-5' TW2442 FG DOUBLE HUNG CHANCEL 3 CALIVINYL PRO PLANK PAINTED SHEETROCK STAINED WOOD PANTED PANELING PANTED WOOD PANTED WOOD 48'L X 1114'W MODEL a 1904501400 N Is a Yorviok tat of uc Section 7209 Law of the C MOILSTER9 OFFICE 5 I 12�-I°X 4'-5' (1)TW2042/TW34411(1)TW1e42 FG DOUBLE MAG New York State Education Lew for any CHAIR STORAGE 4 CALJVINYL PRO PLANK PANTED 5HEETROCK PAINTED S14EETROCK PAINTED WOOD 48'L X 1 114'W MCCEL a 1504SO1400 person,unless Is acting under the p VESTIBULE 8 2 I'-6'X 4'-1° CRI4 FG PICTURE direction of a liccee nsed professional MINISTERS OFFICE 5 BROADL.00M CARPET PAINTED 514EETROCK PANTED SNEETROCK PANTED WOOD E ACCESSIBLE RESTROOMI,DORMERS 10,11 15 Y-1"X 2'-1' C12 FG CASEMENNT engineers to alter any Item on this drawing nginee, anyway. II the onthis drawing Is CL 5A PAINTED SHEETROCK PAINTED SHEETROCK PANTED WOOD F SMALL GATHERING PLACE 15 2 1'-6"X 3'-9' (3)TW2436 FG Dt71J3LE HUNG altered under the direction of a professional engineer,the altering ADMIN OFFICE 6 BROADLOOM CARPET PAINTED 66MTROCK PANTED SHEETROCK PAINTED WOOD IS KITCHEN 16 4 2'-Y X 3'-9' Ttli FG DOUBLE HANG engineer shall affix his seal to the drawing with the notation'altered by' CL 6A PANTED SHEETROCK PANTED SHEETROCK PAINTED WOOD H RESTROOM 20 1 I'-9'X 4'-1' C14 FG CASEMENT followed by his signature,the date of alteration,and a specific description LOBBY l CALJVNYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PANTED WOOD 4e L X 11(4'W MOCSL d 1904501400 1 ADMN OFFICE 6 1 3!-1'X 3'-9° TW21036 FG DOUBLE HUNG of the alteration. CL 1A CAWVNYL PRO PLANK PANTED SHEETROCK PANTED SHEETROCK PANTED WOOD 48'L X 1114'W MODEL a 19045914e0 J MEETING ROOM I 1 9 4'-0' FR40 FG CL 19 CAWVNYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48'L X 1 114'W MCO3 a 19045e14e0 K ATTIC 23 2 8'-0'X 4'-I' TW2031e1TW1103101TW263le FG DOUBLE HUNG VESTIBULE 8 O PLANK BOARDER LK-OFF MATT W1 W PAINTED SHEETROCK PANTED SNEETROLK PAINTED WOOD PAINTED WOOD -R a d d L ATTIC(DORMER) 23 1 2-I'X 3'-b° CI35 FG CASEMENT GALLERY 9 CALIVNYL PRO PLANK PANTED 514EETROCK PANTED SHEETROCK PAINTED WOOD PANTED WOOD 48'L X 1114'W MODEL a 1104501400 M CUPOLA 4 2-v X 5'-I' CWI5 FG CASEMENT CL 9A CAUVNTt PRO PLANK PANTED 514EETROCK PANTED SHEETROCK PANTED WOOD 48'L X 1 TIC W MODEL d 19045014eO CL 98 -CALIVNYL PRO PLANK PANTED SHEETROCK PANTED SHEETROCK PAINTED WOOD 48'L X 1114'W MODEL a T99450I400 ACCE555LE RESTROOM to MARBLE THRESHOLD PAINTED SHEETROCK PANTED STIEETROCK BEADBOARD WAN PAINTED WOOD PANTED WOOD ACCESSIBLE RESTROOM 11 MARaIE THR ep PAINTED SHEETROCK PANTED SHEETROCK BEADBOARD WAN PANTED WOOD PAINTED WOOD REVISIONS DATE JAR CLOSET 12 PANTED SHEETROCK PANTED SHEETROCK - PANTED WOOD STAIR 13 CALYPIN_ T fzaRpufff R PANTED 994EETROCK PLATED SHEETROCK PANTED WOOD VAINitv WV SMALL GATHERING ROOM IS CALIVNYL PRO PLANK PANTED 514EETROCK PANTED SHEETROCK PAINTED WOOD PAINTED WOOD a 4501400 KITCHEN I6- CAWVNYL PRO PLANK PANTED SREETROCK PANTED SHEETROCK PAINTED WOOD 48'L X 1114°W MODEL a 1M0450I4ee FOYER 11 CAWVNYL PRO PLANK PANTED 614MROCK PAINTED SHEETROCK PANTED WOOD 48'L X I Ile W MODEL a IS04501400 RESTROOM I8 CERAMIC TILE W/.MAR13LE 1HRE PANTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PANTED WOOD SO11RCm AT LOIJE9' VESTRY 19 CAUVNYL PRO PLANK PAINTED SHEETROCK PANTED SHEETROCK PANTED WOOD 48'LX 1114'W MODEL a 19045014ee RESTROOM 1e MARBLE Tu SHOLD PAINTED SHEETROCK PANTED SHEETROCK PAINTED WOOD SCURCED AT to ES' ISSUED To: CLOSET 21 CALJVNYL PRO PLANK PAINTED 514EETROCK PANTED SHEETROCK PAINTED WOOD 48'L X 1114'W MODEL a T904501400 SIDE ENTRY 22 . DOOR SCHEDULE DOOR ROOM ROOM NT1 DOOR DOOR DOOR FRAAt—=WARDWS LABLE KEY NUMBER NAME NUMBER Ea. TYPE SIZE CONST. TYPE TTPE RATING NOTES 101 VESTIBULE i EXT DI (2)3=0'X 8'-0' - - - GLAZED LOW GL455-(2 I X 8 M TCHBNG SID 9 AD MFK w BY _yRU- 162 MEETING ROOM 1 WT. D2 (7)3=0'X 8'-0' MDF WD - - - T - - 33 - STICK s G) 103 VESTIBULE I EM. 03 3'-e'X 8-O' MDF WD - IC- Y C STION 6VJE AF.F#JW G G S 104 RESTROOM 20 INT. 04 2=8'X S'-O' MOF WD. - - Y _ - _ _ STICK 9 G) 105 CLOSET TI NT. I D4 1'-8'XB=e' MIDF WD - STICK STICKING) 106 CHAIR STORAGE 4 NT. CIS (2)3'-0'X 8'-0' HOF WDr Lin M AD 7 - - 33 - PROJECT: STICK STICKING) 101 MNISTERSOFRGE 5 NT. D6 3'-e'xY-0' MDF WD - - I"KaMUSTICK n G) AD Y ` FIRST UNIVERSALIST 108, AOMN OFFICE 6 INT. 06 3-0'k Y-0' MDF WD - Y - _- 3 - CHURCH OF sncK sn G 109 VESTIBULE 8 TEXT. D1 3-0'X Y-A' MDF WD SOUTHOLD - GLAZED LOU GLASS- X 8 MA G SIDEIJTES 110 LOBBY 1 NT. D8 3'-0'X Y-0' MDF WID - - STICK 51970 MAIN RD, III ACCESSIBLE RESTROOM 10 INT. Dr. 3'-e°X 1-e' MDF. iu0 - - SnCKNG) - - 33 - SOUTHOLD,NY 11971 sncK sncKNGI 112 JAR CLOSET 11 W. I D4 2'-8'X 1'-0° MDF WD C-55 UPLAT PANEL SQUARE STICK sTI G) - - 3 - DRAWING TITLE: - - 113 ACCE551BLE RESTROOM II W. Dr. 3-0'X l'-0' MDF WD - STICK 5 CK G) 7 - - 3 - 114 STAIR 13 W. D9 3'-0'Xl-0' MDF WD - IHRATED STICKSTIC G) 7 3 FINISH SCHEDULE; INS GALLERT 9 EXT. D1 3=e'XY-e' MDF WD - - FIB AS IMFD C 7 OSD 4 AK % G G s DOOR SCHEDULE Ill SMALL GATHERING ROM 15 W. D6 3-6'X 1-9' MDF WD - - STICK SnCKNG) 7 - c- 33 118 KITCHEN 16 NT. IDS 3'-0'X 1-9' MDF WD - STICK STICKING) - - 7 - _ - 33 - - 119 KITCHEN 16 NT. Di0 (2)Y-e'X 8A-W MDF WD - - STICK STI G) Y SCALE: 120 FOYER 11 W. D1 3-0'X 1-6' MDF WD - _ RB 51C- C CTI 121 MEETING ROOM 1 WT. Dil (1)3-O'X8'-9' MDF WD - _ D - AN U K %- G - OU! GLA SCALE: NTS STIC S G) 122 MEETING ROOM 1 INT. 06 S-0'X 1-0° MDF WD AS ACTLIKhU- - Y 1 STICK TIC G) 123 CHANCEL 3 Ni. D6 3-0'X Y-e' MDF WD - - g CK STI G)moi AD KWMCTURED 7 - 33 DRAWN BY: 124 VESTRY 19 NT. DE, Y-0'X Y-e' MDF WD - - AS MANUFACTMO Y _ DE- 3 STICK STICKING PS 115 RESTROOM i8 NT. 012 1'-8°k Y-0° MDF WD - STICK STICKING) AS MANUFACTURE(;' 7 TKU51ILB- -T533eO- -55 UPLAT yiEµso tM CHECKED BY: A, r m9 RMC FILE NO. PROJECT NO. DRAWING NO. DATE: A-601 FINISH SCHEDULE; DOOR SCHEDULE 15/0412021 SCALE: NTS .F d • _ y y now all mom mom mJ EMN •ii _. Ar Ala AOL Ct k FIRST UNIVERSALIS I de Bruin. de Bruin Engineering P.C. Civil Engineering d Construction Management CHURCH OF SOUTHOLD 5 _ t mar a a.r FIRST UNIVERSALIST CHURCH OF SOUTHOLD de Bruin. Bain Engineering P C Civil Engineering d Construction Management 1 Al IN tii . , _ ___��_._ rrFr FIRST UNIVERSALIST CHURCH OF SOUTHOLD de Bruin_ de Bruin Engineering P.C. Civ71 Engineering 6 Construction Management . n "ft--Mmmwm. t � FIRST UNIVERSALIST CHURCH OF SOUTHOLD de Bruin de Bruin Engineering P C. Civil Engineering d Construction Management r7-22 ■m■ nn■ -gr■ son JUNE Jun FIRST UNIVERSALISZ CHURCH OF SOUTHOL D de5ref -"- `' ' q i Af t _ -W WASW de Bruin Engineering P.C. de ... .fir _ r y� 4 •st�.`' Bruin Civil Engineering&Construction AN-9--f !' ' x 10-27-22 S K-6 1 l wal Saw- lot. .,,,f 1RST UNIVERSALIST I r �� ' �; + 'i : . de Bruin Engineering P.C. C * r ` ` ' ` de Bruin Civil Engineering 6 Construction Management CHURCH OF SOT 1THOLD f> � �'it � • - J �Z � s k j�. it �. � n a�i ! y �i�j � •.. V at Ar NEW fir Now dr CHURCHUNIVERSALIST de Bruin Engineering P.C. de BruTn Civil Engineering&Construction Management OF / • , _ e S K-8 r' �►nY'` JIB 1►Y - X Y OFIRST UNIVERSALIST � ��� '� �� Clvil fngineering d Construction Management • CHURCH OF SOUTHOLD _ �, .•-� '' , ,, .�.,►-��''' , ,,1.�- .. - ` . Jam.. • 10-27-22 ao*l .41'.00 IS. -J% -.ems-1 'ls:.�'-...nc-r _:.;.�! ► '"� "` e44 .Wirt - 1F FIRST UNIVERSALIST it de Bruin Engineering P.C. Engineering P.C. de CHURCH OF SOUTHOLD j f Cirl Engineering Construction Management ,j- i ,,,FIRST UNIVERSALIST de Bru _ 'in de Bruin Engineering P.C. �_..,,,_;•--. Civil Engineering d Construction Management CHURCH OK SOUTHOLD -_ ■►� -- _ = ii ii ii ii n � FIRST IVERSALI - _ de .n. de Bruin Engineering P.C. Civic Engineering 6 Construction Management CMMMI OF SOUTHOLD - 4 _a T" ,� F Ye R.. N ♦�. } FIRST UNI V ERSALIST '�""` `= -: I r 4 ~ de Bruin_ de Bruin Engineering P.C. x :< ' ^� e`ng—e ring d Construction Management CHURCH OF SOUTHOLD - _ k �' y 'J. s W 101' v' .e► ! 'e rr;4 pi 3i1 i�l Jr.Y 1 i FIRST UNIVERSALISE Q 4� de Bruin Engineering P.C. CHURCH OF SOUTHOLD w `��,1A LIAJOIC Civil Engineering d Construction Management _ 1 a z ,r .rll +may - IAW Ilk '� •i� w - � i �� �,;jam' �..t ;';.•,:c - j ^A 1 { FIRST ' SALIST de Bruin Engineering P.C. • • CHURCH i .� 10-27-22 ��' S K-15 s " A .A FIRST UNIVERSALIST de S de Bruin Engineering P.C. t'r.. �y `. t ��jj���1 •,�,..r -*t H, .;:Mii.n�> {:-�� Construction ManagemQnt CHURCH OF SOUTHOLD i_•' _P �,t x� ',..• :,,fir ' f .� At AL 4 —j IRST UNIVERSALIST -'HtJRCH OF SOUTHOLD de Bruin de Engureenng P � C..,E"p.t< . , 5�.�, , .�, ,�.,,���<, ,,, Ape r- FIRST UNIVERSALIST w � tea. ___. � 'i . •i:,j� ' - �'_ �• `y �-,�' -Y• Y CHURCH OF 10-27-22 S K-1 8 � f GENERATION LIGHTING 624790.1-71: One,Light Outdoor Pendant Dimensions: Diameter: 91. Overall Height: 53 1/4" Height: 15 21/32" Wire: 72"(color/Black) Weight: 4.9 lbs. Chain: 36" Mounting Proc.: Center Lock-Up Connection: Mounted To Box I IBulbs: E 1 Medium A19 100w Max.120v Not included Features: • Easily converts to LED with optional replacement lamps • Meets Title 24 energy efficiency standards i I • Title 24 compliant if used with Joint Appendix(JA8)approved Tight bulbs listed in the California Energy Commission Appliance database. • Supplied with wire pre-laced through chain Material List: .Collection: Crowell 1 Body-Aluminum-Antique Bronze Featured in the decorative Crowell collection 1 Chain-Steel-Antique Bronze 1 Al Medium 100 watt light bulb Safety Listing: Safety Listed for Damp Locations creme parchment glass shade • Instruction Sheets: Easily converts to LED with optional replacement lamps Trilingual(English,Spanish,and French)(990P6247901-CRO) Meets Title 24 energy efficiency standards UPC#:785652107757 Finish: Antique Bronze(71) Shade/Glass/Diffuser Details:. Part Material Finish Quantity Item Number Length Width Height Diameter Fitter Shade Top I Shade Top Shade Top Diameter. Length Width Diameter Shade Glass I Creme Parchment 1 G560200-6060 1 1 10 1/2 5 11/16 Backplate/Canopy Details: Type Height/Length Width Depth Diameter I Outlet Box Up Outlet Box Down Canopy 1 5 1 :d Shipping Information: Package Type Product# Quantity UPC Length Width Height Cube Weight Frt.Class UPS Ship Individual 6247901-71 1 785652107757 11 11.5 18.25 1.336 6 175 Yes NJ Pallet 48 48 40 72 80 288 No NV Pallet 48 48 40 72 80 288 No Generation Lighting reserves the right to revise the design of components of any product due to parts availability or change in safety listing standards'without assuming any obligation or liability to modify any products previously manufactured and without notice.This literature depicts a product design that is the sole and exclusive property of Generation Lighting.In compliance with U.S copyright and patent requirements,notification is hereby presented In this form that this literature,or the product it depicts,is not to be copied,altered or used In any manner without the express written consent of,or contrary to the best interests of Generation Lighting,a Visual Comfort&Cc brand. I t GENERATION LIGHTING 824790.1-12: One Light Outdoor:Post Lantern Dimensions: Diameter: 9,. Wlre: 6".(color/Black/White) Height: 17" Mounting Proc.: Post Weight: 4.7 lbs. Connection: Mounted To Box Bulbs: 1 -Medium A19 100w Max. 120v-Not included Features: • Easily converts to LED with optional replacement lamps • Meets Title 24 energy efficiency standards • Title 24 compliant if used with Joint Appendix(JA8)approved light bulbs listed in the California Energy Commission Appliance database. Material List: 1 Body-Aluminum-Black 1 Holder-Die Cast Aluminum-Black Safety Listing: Collection: Crowell Safety Listed for Wet Locations Featured in the decorative Crowell collection Instruction Sheets: 1 Al Medium 100 watt light bulb Trilingual(English,Spanish,and French)(990OP8247901-CRO) Satin Etched glass shade Easily converts to LED with optional replacement lamps Meets Title 24 energy efficiency standards UPC#:785652107887 Finish: Black(12) Shade/Glass/Diffuser Details:. Part Material Finish Quantity I Item Number Length Width Height, Diameter Fitter Shade Top Shade Top Shade Top Diameter Length Width Diameter Shade Glass Satin Etched 1 G560200-619 1 10 1/2 5 11/16 Backplate/Canopy Details: Type Height/Length Width Depth Diameter Outlet Box Up Outlet Box Down Post 3 3 Shipping Information: Package Type Product# Quantity UPC Length Width Height Cube Weight Frt.Class UPS Ship Individual 8247901-12 1 785652107887 20.25 11.25 11.5 1.516 6.3 175 Yes NJ Pallet 48 48 40 72 80 302.4 No NV Pallet 48 48 40 72 80 302.4 No Generation Lighting reserves the right to revise the design of components of any product due to parts availability or change in safety listing standards without assuming any obligation or liability to modify any products previously manufactured and without notice.This literature depicts a product design that Is the sole and exclusive property of Generation Lighting.In compliance with U.S copyright and patent requirements,notification is hereby presented in this form that this literature,or the product it depicts,Is not to be copied,altered or used In any manner without the express written consent of,or contrary to the best interests of Generation Lighting,a Visual Comfort&Cc brand. r ` GENERATION LIGHTING 854790.1-12: Small One Light Outdoor Wall-Lantern. Dimensions: Width: 6" Extends: 71/2" Height: 10.1 Wire: 6"(color/Black/White) Weight: 2.3 lbs. Mounting Proc., Cap Nuts Connection: Mounted To Box jr Bulbs: 1 -Medium A19 60w Max. 120v-Not included Features: • Easily converts to LED with optional replacement lamps • Meets Title 24 energy efficiency standards • Title 24 compliant if used with Joint Appendix(JA8)approved light bulbs listed in the California Energy Commission Appliance database. Material List: 1 Body-Aluminum-Black Collection: Crowell Safety Listing: Safety Listed for Wet Locations Featured in the decorative Crowell collection Instruction Sheets: 1 Al Medium 60 watt light bulb Trilingual(English,Spanish,and French)(990W8_47901-CRO) Satin Etched glass shade Easily converts to LED with optional replacement lamps Meets Title 24 energy efficiency standards UPC#:785652107924 Finish: Black(12) Shade/Glass/Diffuser Details: Part Material Finish Quantity Item Number Length Width Height Diameter Fitter Shade Top Shade Top Shade Top Diameter Length Width Diameter Shade Glass Satin Etched 1 G560199-619 7 3 15/16 Backplate/Canopy Details: Type Height/Length Width Depth Diameter Outlet Box Up Outlet Box Down Back Plate 4 13/32 4 13/32 3/4 3 1/4 6 3/4 Shipping Information: Package Type Product# Quantity UPC Length Width Height Cube Weight Fri.Class UPS Ship Individual 8547901-12 1 785652107924 13 9.25 8.25 0.574 3.1 175 Yes NJ Pallet 135 48 40 73 81.111 419 No NV Pallet 135 48 40 73 81.111 419 No Generation Lighting reserves the right to revise the design of components of any product due to parts availability or change in safety listing standards without assuming any obligation or liability to modify any products previously manufactured and without notice. his literature depicts a product design that is the sole and exclusive property of Generation Lighting.In compliance with U.S copyright and patent requirements,notification is hereby presented in this form that this literature,or the product it depicts,is not to be copied,altered or used in any manner without the express written consent of,or contrary to the best interests of Generation Lighting,a Visual Comfort S Co brand. Job Name: Client-Name: AV POLES&LIGHTING ts 43827 Division St. Lancaster,CA 93535 Job:Location: Quote: Toll Free:(844)770-AVPL Fax:`(661)945-2764 POLES .& LLGHTING Type:. Quoteoate: sates@cvpltg.cam www.avpltg.com 3" ROUND STRAIGHT STEEL (0.120 Standard Wall)- Drilled Mount w/Pole Cap �— or Tenon Mount 1.4' 12' 1 10' - 8i 3"xY Hand Hole w/Cover 6' Removable 2 Piece I Base Cover { t f SHAFT. Commercial-quality,hot-rolled,carbon,steel tubing with a minimum ■ ■ O O ■ yield strength of 46,000 PSI,conforms to A'STM A500 grade B. DBZ BLK WHT GRY- GRN GROUNDING: Provision;,3/8-1'6 Threaded stud welded-to inner shaft FINISH: TGIC thermoset polyester powder coat finish is electrostatically wall opposite hand hole.Flat washer and.hex nut provided. applied at a 3.0 mil, minimum thickness. A five stage metal pretreatment process and.sealer provide maximum corrosion resistance.The.powder top HARDWARE: S304 stainless steel coat is baked in excess of 400 degrees for supreme.endurance. POLE SCHEDULE E.P.A. DATA SCHEDULE Calculations based on sustained wind Forces plus additional 1.3 mph gust. CATALOG POLE SHAFT WALL BOLT ANCHOR MAX: 70 MPH .80 MPH 90 MPH 100 MPH NUMBER HEIGHT SIZE- GAUGE CIRCLE BOLTS FIXT.WT. RSS-08:3*-1 1 8' 03" 1.1 9" 3/4"x 18"x 3 N/A N/A N/A N/A. N/A RSS-103 J I 10' 03" 11 911, 3/4"x 18"x 3" N/A N/A N/A N/A N/A RSS-123-11 12' 03" 1.1 9" 3/4"x 18"x 3" N/A N/A N/A N/A N/A RSS-143-1 1 14' 03" 11 9" 3/4"x 18"x 3" N/A N/A 'N/A N/A N/A ANCHOR PLATE ANCHOR PLATE:Fabricated from hot-rolled carbon steel plate conforming to STL'-1 Template' ! 1 O:OO.X 1:0:00 X 0.75 Anchor Plate ASTM A36 meets or exceeds minimum yield strength of 36,000 PSI.All welds O 8.00-11.00"DIA.Bolt Circle shall conform to AWS D 1.1.Base plate and shaft are circumferentially welded top and bottom. ""ANCHOR BOLTS Bolt.Proiection - _ Above-Grade ANCHOR-BOLTS: Fabricated from hot-rolled carbon steel bar.with minimum- Minirrium......3.215" �' v.' :: yield strength of 55;000 PSI. Bolts:are fully galvanized and conform to Maximurn......3`.75," "' - ::t ASTM F1554A55: Each bolt is.furnished•.with two,hex nuts and two flat washers., .BASE_COVER BASE BOLT COV'ER':. Two-piece.standard;full base cover is fabricated,from; • 4"' heavy gauge quality to steel and pretreated witti corrosion inhibitors. `Provided with,"S304 stainless.steel. hardware. .Spun-and cast aluminum I I \ covers are available., 12 -- HAND.HOLE L HAND HOLE:.Reinforced2"x 4"hand hole is'located 18"above.base. Cover . and attachment hardware provided. a f. TENON OR'D:RILL.MOUNT ■--0: ■ Ll TENON-MOUNT:Available with.2.375"-O'.D'.-or 2.875"O:D.tenon OR -DRILL MOUNT: Removable top cap provided with drill-mount poles . r r - GFI RECEPTACLE - ',OR GFI-METAL COVER:2'.99ng vertical GFI receptacle with NEC 2017 Section 406.9(B)(1):compliant meta hcoyer: '* €. GFI-WEATHER PROOF IWUSE,COVER:2,gang vertical GFI receptacle with In Use Non MetallicCULus-listed cover. ^ ®RDERING INFORMATIOPIr T - AVPL-RSS - - - - - - v HEIGHT SHAFT SHAFT WALL MOUNTING GFI ACCESSORIES FINISH 8' 3" 0.120" PT23 GFI -BEB DBZ 03"Round 1 1 Gauge 02.3757•TENON with METAL COVER. BANNER EYE BOLT DARK BRONZE ? 10, PT27 GFI CPLN BLK 02.87,5"TENON with WEATHER PROOF THREADED;COUPLING 'BLACK IN-USE COVER 12' 1 @90 BA WHT POLE.DRILLING BANNER ARMS WHITE 14' 2@90 BH GRY POLE DRILLING BASKET HOLDERS GREY 2@180 FH GRN POLE DRILLING FLAG HOLDERS GREEN 3@90 GALV POLE DRILLING GALVANIZED 3@120 POLE DRILLING 4@90 POLE DRILLING i CONTACT CONTACT CONTACT FACTORY FOR FACTORY FOR FACTORY FOR. ALL RALCOLORS HEIGHTOPTIONS. DRILLING OPTIONS DETAILS AVAILABLE r AV POLES&LIGHTING Job'Name: Client Name:. 43827 Division St. Lancaster,CA 93535 Job Location: Quote: Toll Free:(844)770-AVPL Fax:(661)945-2764 Type: Quote Date: sales@avpltg.com POLES & LIG'HTING www.avpltg.com \l1/EST HOLLW=r`r'RASE (1 PIECE) DESCRIPTION The WH basEi is ideal for courtyards, pathways,municipal,and commercial decorative.light pole applications. FEATURES Welds to 4"or 5"O.D.smooth or fluted round aluminum shafts. One piece-.corrosion resistant cast aluminum construction with minimum wall thickness of.250" Hand hole fabricated into'base. 18' Stainless steel'hardware. MAX TGIC thermoset polyester powder coat finish is electrostatically applied at a 3.0 mil nominal thickness. A five stage metal pre-treatment process and sealer provide maximum corrosion resistance.The powder top coatis baked in excess of 400 degrees for supreme endurance. Boll Pr6locion T♦ t 015' 3.25'-3.75" SUITABLE FOR ANCHOR PLATE 'ANCHOR BOLT I. I fWET DETAIL DETAIL 015" LOCATIONS xORDERING INFORMATION AVPL- - - - - - - BASE. SHAFT HEIGHT SHAFT WALL MOUNTING FINISH ACCESSORIES WH . 4S. 10, .125" PT23 DARK BRONZE GFI .04".SMOOTH '02.375"TENON. with IN-USE COVER 4F 12' .188" PT27 BLACK BEB 04'FLUTED 02.875"TENON BANNER EYE BOLT 5S 14' POLE WHITE CPLN 05°SMOOTH DRILLING THREADED COUPLING; 5F 16' GREY BA 05"FLUTED BANNER ARMS 18' GREEN BH BASKET HOLDERS FH FLAG HOLDERS CONTACT CONTACT CONTACT FACTORY FOR ' FACTORY FOR ALL RAL COLORS FACTORY FOR HEIGHT OPTIONS DRILLING OPTIONS AVAILABLE DETAILS Fla' rdia-ePlank' SELECT CEDARMILL°&SMOOTH Width 5.25 in 6.25 in 7.25 in 8.25 in 9.25 in' Thickness-5/16 in Exposure 4 in 5 in 6 in 7 in 8 in Length 12 ft planks Prime Pcs/Pallet 360 308 252 230 190 ColorPlus Pcs/Pallet 324 280 252 210 — Pcs/Sq 25.0 20.0 16.7 14.3 12.5 SELECT CEOAR�pMILV .. Width 5.25 in 6.25 in 7.25 in 8.25 in 9.25 in' STATEMENT ✓ COLLECTION" DREAM COLLECTION'" PRIME v/ v/ V/ V/ SMOOTH Width 5.25 in 6.25 in 7.25 in 8.25 in 9.25 in' STATEMENT DREAM ✓ COLLECTION" PRIME �/ �/ ✓ BEADED CEDARMILL° BEADED CEDARMILL°&BEADED SMOOTH Width 8.25 in Exposure 7 in ColorPlus 210 Pcs/Pallet Pcs/Sq 14.3 STATEMENT COLLECTION" DREAM COLLECTION" BEADED SMOOTH PRIME '9.25 in widths do not feature the drip edge 13 r . i �ANDERSEN" Q Q - WIND.OWS :A DOORS r" •�`tip" „ Simulated Divided Light Simulated divided light offers permanent grilles on the exterior and and a choice of permanent or removable wood interior grilles, with no spacer between the glass. r ANDERSEN'" Q - WINDOWS IS D 0.0 R S ApplyHow to VIDEOApplying Interior Grilles for 400 & 200 Series Patio Doors PLAY Grille Profiles Exterior grilles and FinelightTm grilles are made of our Fibrex®composite material and will match the exterior color of your window-or door. Interior wood grilles are available in unfinished or stained pine, oak or maple,.or prefinished white. Grilles are available in,widths ranging from 518"to 2-1/4". See your local dealer for availability. Chamfer Ovolo Contemporary FinelightrM Contoured 3/4" wide Ovolo FinelightTm Flat Putty WOODWRIGHT° DOUBLE-HUNG FULL-FRAME WINDOWS Woodwright°Double-Hung Window Details Scale 11/2"(38)0 1r-0"(305)—1:8 4 1/2 1 shs"(33) I I L ' Head:' ,' Low-E4'Insulating Glass c a Jamb Lower Sash Jamb = x c o " 21/4°(57) N o Low-E4'Insulating Glass 2" - - 4) _ a L Meeting Rall EPine Stool = 13/4"(44) 16" I) " - - 1/2"(13) 1 7/a° Clear Opening Width 1 t/e" M o 2 3/6^(60) Sill Stop 1/4„(6) (47) Unit Dimension Width (47) 1/4„(6) Q _ ( ) to Subfloor 1/2" 13 Dimension Minimum Rough Opening Width Sill Horizontal Section Vertical Section Woodwright°Picture Window Details Scale 11/2"(38)-11-0"(305)—1:8 (33) 41/, Z"(114) (33) , tlIt Jamb Low-E4'Insulating Glass Jamb m � �Z 81IB"(65) d x _ Low-E4'Insulating Glass Head €a d Pine Stool E 8/8„(16) 1 s/16° 3"(76) UnobsVucted Glass Width 3"(76) n (�i 2 3/s"(60) (33) 1/4" UhltDimensionWidth 1/4„ ---- 1/2"(13) (6) Minimum Rough Opening Width (6) SIII Horizontal Section Vertical Section :Light-colored areas are parts included with window.Dark-colored areas are addltlonal Andersen'parts required to complete window assembly as shown. Minimum rough openings may need to be Increased to allow for use of building wraps,flashing,sill panning,brackets,fasteners or other Items.See Installation Information on pages 210.211. •Details are for Illustration only and are not Intended to represent product Installation methods or materials.Refer to product Installation guides at andersenwindows.com. •Dimensions In parentheses are In millimeters. *Clear opening height dimension Is less on arch,unequal leg arch and Springline"hung windows. 64 r *(/) r Urethane Crossheads(/urethane-crossheads.htmi) Door&Window Millwork(/door-and-window.html) Crossheads(/crossheads.htr AN 1� 27-INCH'BOTTOM WIDTH X 30 7/8-INCH TOP WIDTH X 7 1/4-INCH H X 1-INCH P TRADITIONAL CROSSHEAD WITH TRIM by Ekena Millwork(/mm5/merchant.mvc?Screen=s&q=*&prepend=filter.manufacturer=Ekena Millwork). 48 customer reviews I Ask a Question Item No.: CRH07X27 HEIGHT PROJECTION BOTTOM WIDTH TOP PROJECTION TOP WIDTH lit 27" 2-3/a" 30-'/e' CHOOSE SIZES AND OPTIONS... Size(Bottom Width x Top Width): 27" Bottom Width x 30 1/2" Top Width Live Chat *(/) • Non-Wood Corbels&Brackets(/non-wood-corbels-and-brackets.html) Corbels,Brackets,Rafter Tails(/corbels-and-brackets.html) PVC Brac I I i . . 1. . r I I 2-INCH W X 6-INCH D X 6-INCH H STANDARD HUGHES ARCHITECTURAL GRADE PVC BRACKET by.Ekena Millwork(/mm5/merchant.mvc?Screen=s&q=`&prepend=filter.manufacturer=Ekena Millwork) . 1 customer reviews I Ask a Question Item"No.: BKTP02X06X06HUG WIDTH HEIGHT DEPTH 6" CHOOSE SIZES AND OPTIONS... Size(Width x Depth x Height): 2"W x 6"D x 6"H QUICK OVERVIEW h . These-brackets are truly unique_in design and function. Primarily used in decorative applications PVC brackets uan make a dramatic difference in kitchens,bathrooms,entryways,fireplace surrounds,and.more.This material is also perfect for exterior applications. It will FlardtePiartk" SELECT CEDARMILL°&SMOOTH Thickness 5/16 in Width 5.25 in 6.25 in 7.25 in 8.25 in 9.25 in* Exposure 4 in 5 in 6 in 7 in 8 in Length 12 ft planks Prime Pcs/Pallet 360 308 252 230 190 ColorPlus Pcs/Pallet 324 280 252 210 — Pcs/Sq 25.0 20.0 16.7 14.3 12.5 SELECT CEDARMILL° f ' Width 5,25 in 6,25 in 7.25 in 8.25 in 9.25 in* STATEMENT ✓ ✓ COLLECTION" DREAM .✓ ✓ ✓ ✓ COLLECTION" PRIME ✓ ✓ ✓ ✓ �/ . - SMOOTH Width 5.25 ir 6.25 in 7.25 in 8.25 in 9.25 in* STATEMENT ✓ ✓ DREAM ✓ ✓ ✓ COLLECTION" PRIME ✓ ✓ ✓ ✓ BEADED CEDARMILL° BEADED CEDARMILL°&BEADED SMOOTH N" Width 8.25 in Exposure 7 in ColorPlus 210 Pcs/Pallet Pcs/Sq 14.3 STATEMENT COLLECTION" DREAM ✓ COLLECTION" BEADED SMOOTH PRIME *9.25 in widths do not feature the drip edge 13 Y w *0 • Columns,Capitals&Bases(/columns.html) Square Columns(/square-columns.htmi) IJ 10-INCH W X 8'H PREMIUM SQUARE NON-TAPERED SMOOTH PVC COLUMN WRAP KIT, STANDARD CAPITAL & BASE by Ekena Millwork(/mm5/merchant.mvc?Screen=s&q=*&prepend=filter.manufacturer=Ekena Millwork) 41 customer reviews I Ask a Question. Item No.: CC1008ENPCSCS WIDTH r DEPTH INSIDE WIDTH 9-5/e' 8-%" PRINT SPECS `.(hftps://www.pacificcolumns.com/php/column-builder/specs_columns_print.php? itemGroupSku=CC1008EN PCSCS&IeadSource=architecturaidepot.com) CHOOSE SIZES AND OPTIONS... Column Dimensions: Live Chat 10"Width x 8' Height Column Shaft(Wraps up to a 8 3/8" square post) �' ImprovementIll Home You're shopping Delivering to Fairfield,CT v 06824 v Search Cart 10 items b •OPEN until 10 pm -Home / Building-,Materials / Moulding.&Millwork / Appliques . ' Inlntemet#31 0 31 82 52 ,Model#PBP040X080X100F0S00 Store SKU#1004518351 Ekena Millwork (Brand Rating:4.0/5)p - 1 in.x 4 in.x 8 in. PVC Standard Foster Plinth block Moulding with Square @ .Edge V *7k# (2)v questions&Answers(3) Ida i Iri .l I 101 l Hover Image to Zoom -- —. —; $895 Product Height(in.):8 �� !_Y N l.___l M E t `J l 1 Product Width(in.):4 How to Get It Delivering to:068241 Change Piro I Ship to Store Ship to Home j Scheduled Delivery Pickup Get it by 0.125" X 48" X 96" WHITE PVC TYPE 1 SKU: PVCWHT0.125EXT48X96 Item Weight:23.4 lb Sales Unit: EA 0.125" X 48" X 96" White PVC Type 1 $118.73 Quantity 1 - 2 3 - 9 10 - 24 25 - 49 50 + Price $118.73 $106.86 $101.27 $92.89 $89.40 Add Cutting to your order! Just enter the finished size that you need cut from this item. We cut sheet, rod tubes and shapes of plastic.The cutting rate is based on the entire order and we charge by the cut. Pick the correct rate or your order will be delayed. Cutting Info '19 3 Ac, rPrr.;N �c C No -ke w PROJECT ENGINEER: 4pBai n__ - Ctvi/Engineering&COnslruction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 32' 38' Westbury-New York-11714 516.513.1313 -516.579.2574 Fax 4,_3„ 4,-3" 8'-21, 8' 8 l'-10" 3'-l0Y2„ 2,_4�„ ? '--I IIY4" 8'-1IY4" It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the A c ° direction of a licensed professional A-2 A-e A262 A-202 engineer, to alter any itm on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering ix his sea[ to the 3 1 O drawing engineer shall Ithe d by" (notation "altered 3'X3,X4' PILASTER � O WITH LANTERN followed by his signature, the date of - - ____- u; � e alteration, and a specific cifi c description o T ' of the alteration. N n 19'-l2„ KITCHEN o G H 6 D 6 H - 1 A-tea Q A ; G `^ SMALL GATHERING PLACE PANTRY 15 O Q lee ne n, REVISIONS DATE I na �n 5 LAEEL 5 LLA6EL - -- --- N MEMORIAL GARDEN DOGR 19. I%" I DOOR 0 Its RESTROOM 18 0 CL CL -- —— ------- -- FOYER 4 -----9A--- 55 —N " -- B LABEL = L. - — _ A-20a n 5" DOOR v O120 \G layP I R A 6 31a 'gip Q AS PER BD COMMENTS 08/11122 HANDRAIL Z D A m� 4I/„ n4 ib!i A 0' DUCT ENCLOSURE, REFER ATTIC 1 A+R ! z m TO MECHANICAL DRAWING$ �„ , P„ 1 I - - --- — RESTROOM i Q- 4 -3-6 3-4� 5 4� i3 T12' ISSUED T0: 0 it Q I 14i dbE CI -N ACCESSIBLE RESTROOM N - - _ TOW OF SOUTHOLD= ;:� SO T Q 12' VESTRY DN _ U 0 PLANNING 4122 12a 0 It3 CONTRACTORS FOR MEETING 1 1-11-23 ---- D A ,b0" JAN. CL N TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 c A r it P - , ao 6„ \ 8' P 6 1 it = \ v a^ yr ACCESSIBLE RESTROOM - --- 4� 1,_3„ 1A Cq „ , CHANCEL GALLERY D A c I-4 1-4„ ---P- L BABY CHANGING STATION F c A ; MEETING ROOM -40 A-40I �t A-203 DN cv ---------- FIRST N \ 101 102 N � P�0CL _L FL ELEV. CHANCEL� - EL ENTRY VESTIBULE +e e FL.ELEv. -- I � I 3„ 1 LJ `r II'- = „ 1 IY2 b 5 12-4� (0 6-6 (0 PROJECT: 1'-4"1'-4" 9'-6' lea _ LOBBY VESTIBULE _ o 10 0 FIRST UNIVERSALIST - CHURCH OF SIDE ENTRY c 22 3.4 SOUTHOLD - --- ------- - - - --- - Izz DOUBLE HUNG WINDOW p 51970 MAIN RD, '� _m — SOUTHOLD, NY 11971 Fit O O O te6 le, Ie8 0 COVERED DUCT ENCLOSURE I c ENTRANCE - DRAWING TITLE: _ I I D E3 �4 A m� I Pb CL ADMIN OFFICE CHAIR STORAGE MINISTERS OFFICE 5A s FIRST FLOOR PLAN N A-203 'S „ S A-203 ih CL 18 DEEP - ' (5)3/4° PLASTIC SUPPLY CLOSET _ _ 6A I I LAMINATE SHELvES c, _N I I �,'E3 '- �, 1 15'-l�„ 41 12 4�„ I,_6„ 4� l 1e,_3„ A�Am SCALE: SCALE: 3/16"= V-0" « • O DRAWN BY: A101 A�201 A 202 A 101 PS CHECKED BY: , _ _- 8'-2" 8' 8 4'-l6" I l'-3" 4'-3" 6'-6" (0,-(0" 4'-3" 8_3„ R M C i t 29' 15'-6" 13' 12'-fo" 5' 0 5 10 FILE NO. r 3/16"=1'-0" 78'-53�4 PROJECT NO. DRAWING NO. PROJECT _ NORTH DATE: A- 102 F { �S-�- �_�....00R FLAN 15/04/2021 PROJECT ENGINEER: d e 3,r� 'in x; h"I Civi/Engineering If Construction Management T A� Ix� T ~II de Bruin Engineering, P.C. --_ ____- 1400 Old Country Road-Suite 106 ,�i Westbury-New York-11714 516.513.1313 -516.579.2574 Fax I It is a violation of Section 7209 of the CONT.VENTED New York State Education Law for any RIDGE person, unless he is acting under the TOP OF PLATE _- . ,- : .: ;-, , :, -. -: ,. ,,, -:. , : �- -- -- � -- - - , - - - - , -- —:, TOP OF PLATE ed prof ional ----+ 1 ,- 4 1,1 1 I : -i_,-1 :, , J.1, .,1 ,, A :-I ''. -,,, I - I 'I-Ir - --, -,-`-_ I , r l .-,- , `I- :- +19= eng Weer, to alter an item onsthis 29-3 1, I. I '. ,.. l �. _ - - 1- - ' - 1 ,'- ' 1 l- ' / \ '�-- .I I - I 1. , 1 .e 11 Y - , \ _ drawing in an wa If the drawin is r Y Y 9 /' I' I , i I r 1 , 1" J _ _ altered under h t e direction of a J rofessional i en Weer the I r' 1 P ate In I� } 2 (2 9 9 -, - \` r, n Weer shall affix, 1 his seal to th - J J e - I� - 9 1� 1'I 1 ,I 12,' � I I f - r dr wi a n wi th the n IA , I , � I I . , otation altered b Y Ir1- I ,' /I' I , I II' I I 1 J: - \1 J, I' f II w- o o ed b his si n ature h � ,' Y 9 t e dat f I I t; I] I - alteration, clfic descri tion I I . . ..�_a_ P P , I2 -/ � \�, I'I \'\� �\ \ �\ 12: 11 and a s e - Ti_. of the al 1 r tion. tera I , I : - - 1 �7 'r I1 A ��� -5 '/ 4 t ' A l l l I I I I '1 , J / J -11 � \, I I \`h I, - I /' ' ' - 7 ✓ \ �' 1 I r J' ' I I r r �\ / r - I 1 , ,\�- i l II 1 - L\ 1 _ i I' I �. I I 1 . . '� T I I. \' rl IT1 \. I I / 1 r - f is r I'\ /�I ' i ` � TI \\ \ t I 11A ! _J 1 4 ;.\ _'l � 7: I i / - I 'I r' �` �.1 I \ I _ ,j - Y - --------- TOP - PLATE - i. J +, I I \ r0P OF PLATE_________ , NT Y Y 5TI U E R BL E 1.. - O ,/ J - . = -J �. 1 REVISIONS DATE i I l 1 I I -J x T-,' \ ,I I 'I' -_- - '_ - __ A I - _.-._- , . A , , I i —f I .-_ - - _. -_ - = r RESTROOM 1 1_t a �_ , -- ---'-- --- --- ,- - - -- - I _ - - I 1 , I 'I I - i' - 'i .-�I- _�_-'- j- -f- I`� } - AAJ 1 'i' -,I 1 se f !/ I ` \� l 1 L.' 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I'i _ �/ ,'- 1 1 -.I, .I --I 1 - I. - , I. 1 1 - 1 i11 1 1 --' - - --1„- :I' - -1, 1 - 1 I 1 T WN 0 OF SO TH LD D U 0 B FOR APPROVAL 4-1 -23 INSTALL DAMP OOFI G 9 R N AT C NC T D O RE FOUN ATION W 2 E ALL P O C I R TE T W TH SCREED COAT 2" R-10 POLYSTYRENE INSULATION � �� _ 01sm A-201 — -- ----- - 3/16"=I'-0" TOP OF PLATE tOP OF PLATE A -,) - Ar>__J,, I�l,,�,. 1_ ,1 1, A_ A .A_ ,1} ,, ,A I_J �.. A,, l 1 A A ,,' _ _ _ - -,A_ 29'-3T 1 I.-11I I.I Imo; IA Al I IJ' , ' -AI `,7. 1 'I A l )T1 ,. ,, .. -ti ;,a �'_I, 1 A ,. I. , ,� ++= rr I I.I,. r 1 r i TT t r'I}- r, ^T', , �. ,-- - ,\il�,.-1,,',�.I ,.a,,.�ti1.�.;., �I I, -A.) I`,. ;�A .�,[,,,J. 1. �'I:`1,1� i II',I. J. �`-L, �>,, ,1.-t,.`.i� '% -I'i_ _i_ 19 3' sJ A�. .,,_J�J. , A i,-- .n�l I I`-A. � I,.1,. 1.A I'AI,I �_I_A^,�.,.`, I J" A .' y- 1 A x A s_ �I J ,.I-Z l-, I. l ��, z J, .z � J.A A. ,I r ;,I 7,I_J ,. J,, 7..Ir r.., C r .,I' , k I ,.I ,,I . I, .�[r' 1 T A , >. ,.- JJ' .;I [, ` I ,I XJ,, AJ.zI ,' 1. IA I. 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I I ROOF ASSEMBLY AT MEETING ROOM: j, ,,, " C ,"i'XJ`L "�� 1 r111,I..I1.,I_ I J .Zj.I.IiI' ,z. I 4 I , ,. I I ,7. 1 , _ I ,II I, ,r , Z t ..IT,.,, 7.rl,r. I�I,zA,I �'T'1- , I_I;., ,I II _',, \;�, _, - - J: , fr, ", ITS, C.-z,! J`z,,.. -\r ,-r,�t A�,,TI ,J_ _.I ,`,._\ , ,I I A 59 ''I I ,I J- ,I� 12 l LI,s I t� z,I12 I I,.z,x,�.J tilt_,\1_ a,I A I .I x,,,I;J CAMELOT II ROOFING SHINGLE AS MFR'D. BY GAF _ :. "�^ 1 I.J J. I. I I I PROJECT: I -� I I J`I\ [,? ` i7^IINa A _I . I- I. ,.I Z a A I, I _I I I" ?I I — — t� ,,,, �., I: I:.A .. COLOR ROYAL SLATE T-IJ Z IJ77 [ , E`'A _�=1— __ 1 I I I� T T r AI'I J^ I J. n,A A n , — _-' ,J I,l _ ,I;- A I_, �, -1,J I'll i't ._ ^ -I I �.A I J. !A tiJ_ L.! _ / 1 �,�_ rA �^ , I, —I`I - l: 'LI, 1 l-!�, J Z`I A �. -I. : _. �I,I' ':� ! �f, Ja , I , 11,, I-�1 I L� I , �' ,, J, ,I1,. J 1.;.1,�,z ,I a,i,I I �" ,;;, .T_ x - # .1 .l `, 1 l ;I` "I J, �I I, I u u`:Y''x', I. 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J }^r 1'XA I -z t C z., I- .A, �,I\ INFORMATION r 1 ,' -J,� - , 1..,� A l A,A,. - '�- II II 1 I I l „x.� ,- _ �, z z� a [A J ,I '_1 I I I J LJ' - E E R ON INSULATION r III ,. I r °.I 50a [1 a :�, 1"__r 1 L^I I I X - J .I l z,. _ 3 CLOS D C LL SP AY R-21 ,pr I I; J, I I A 8" COMPR SSED FI ERGLAS 51970 MAIN RD �>-I..I-I J I1 A,J I \ .,I 1, I'C r`' ZT:7 r/ ��IT l' 4 T r E B S GATT INSULATION [II I I ,-1 XI - A `IJ J 1 .` I , I1 I I '`I-`�- ,-L'i;-,.Ir:.L.,l.I,li . i ,,- -I-LJ,L�-. J A I...I, , 1 7 I` I J [ I z I.. - 518" TYPE X GYPSUM BOARD ' l I > --�" l , ., )- , A , '![,f !1 I J \_� I .I I I - . A A L i, l I.: f x' I I ;J � z _s,- .J a �) �,.J I'7.,,'I a I x'�r r J k J r.J I A l J SOUTHOLD NY 11971 zL A�rJz I, . 1 [ J I � I .I � ,z;IJ - , T I j I I E J I z,I, I I 11 J _rr I i, I A Z Z, , x`!I 1 Ill - Irz J If l I`I,i T ;Ir,I, I.I1Z Z k J 'r -I' 1 --_--__ - l A,1 ,�, -J TI I..,1 J I .l l A_,A ,� ,1 ., _ { -.TOP OF PLAT A J I,I 1. I , . i,i, ( TOP OF PLATE _C I i ' I.1 IJ,_,,. l I >- i' - I l , 1l I ),1,I C_l I I;J_L' DRAWING TITLE: +i1'=sI I T° I I r rAr' 1 I '�T' T d I T T - - I' J L ,sJr A I,_I I AJ - I�'- / I JI z l A ,IA 11 +11-8 ,�.\I � J ;vI ,1 � , , s I ) ,,I I ti 1 I z,J I) 1 ti i,, I , d I,,A,J I -41,J-,l I J. J - 1 ,. III ,Z ' ! J II ?" J � �..Il �r-1 , x4, Z I7. I � 1 L CJ-� Z.J. �! ;.J . J, I tI , , "�,,) A, I I 1\I , .[ ,�: LI J,Ir.ti�?,; JZ I 'l 1 l� t I A ti II I Z: -I,Il JJ J,,, : , I� :-z, ,J,,= l;-,I—.I L l .,..,, .,IJ' t. 1I ,' i ,; I1 y :I' )�, I,- \', t,;.l IA, lz WALL ASSEMBLY AT MEETING ROOM II! : I: I I l , JT I, I I' � > .,C , '"I,A j -a I,.J ,ix IJ I T, I-; I.1 I I, I II I s _U CJ . .. I 17 A.. I X I A, —, I ;�I I I,,1 J_. I: I , J_IAJ ,-\:I `CI, A,a A ,,: I � A� Il I I. aT. I Zr J.'I I DIES HARDIE SMOOTH CEMENt CLAPBOARD 5 I/2" EXPOSURE 7 \ A ^ I I^I_A ;: z J - �,J i.1 z x 11 , 1 r , F,l I I i��`?'. IA�! I 1 1 !_ I I I ,EXIT 4 Ir 'ti' '` ., - T1 VEK TYPE BUILDING WRAP -- I J I I " I ' I'I7,.A` SECTION A-A " I IAr1i -!,.l�I,I ;. IIh.I .1^;,,!JJ.J :,.It-',I,. ,-i_.[ 1 1/2 R-3 CONTINUOUS INSULATION - — -- z, ,. I -\ 1 ! - I L' A J ; A I i I_I.";,[ > � , J I� J_ ,J FIRST FLOOR ASSEMBLY SECTION B-B - 112" PLYWOOD SHEATHING _ - _ _ _ I I ,1 A.I z , �: \ :I 7:,\ J.T ' II - 7" WIDE TAG VINYL FLOORING (REFER TO FINISH a� s, ,C A,I` , _ I , .,C: . SCHEDULE FOR INDIVIDUAL ROOM FLOOR FINISHES)2 X 10 WOOD STUDS 16 OC �____ \�\� I \ �' - 8" COMPRESSED FIBER GLASS GATT INSULATION I w `--� ' - 3/4" PLYWOOD SUB-FLOOR _ l I I „ M EETINCx ROOM N _ , - — 1,. -, --, 518 TYPE X GYPSUM BOARD r--__ — 1 I _— -- z ,� I11 � 1_,'! ;';j I I I; 1; TJI 11 1/8 12 OC (REFER TO STRUCTURAL DRAWINGS) SCALE. W 0 s I - 10.15" R 30 FB INSULATION F N 11 58 G/ TYP X YPSUM OA D E B R\1� El 11 T u /r/' 1, -M � 1�VA �-I-I SCALE: 3/16 = 1 -0 TOP OF SUBFLOOR ELEVATION = ❑ ❑ ❑ � = -, . " -Al ❑ ❑ ❑ ❑ To OF SUBFLOOR ELEVATION - I I I I I 1 I i " - a I I I L 1-1� II I' _ I __I 1 I- 'I� I I -JI1: - 1'�t 11' 1„ '1 1 11 � I 1 I 1 111 I I 11i 1 �' DRAWN BY: CRAu1L - 1 � - - n —_ 1 i I - - - - 1 ,1 A cA Pc vr1 I SP G D R WLS A EELE A ON I I I A E PS E - CRAWL SPACE VAtI R R t I 1 ELE ON 1 1 C 1 .I 1 1 1i 1 I - - 1 1 1 h-1 h I � , V o 1 I i b e 11' 1 I 1 I 1 I 1 I 1", 1 I 1' 1 I 11 I _ 1 , 1 ' ' I I ":R .. 1 I I -6-0 .r A 1 I' I � " 11 . 1 L ��' k/ C1 'i 11 I - - I' I 1 - - - I p ottoM FoorING ill - CHECKED BY:B OF : 1 1 1 I 1 1 2 I �OT7 OFF tl— � B OM 00 NG 2° - a 1 11 1 I s 1 1 — 11 1 � '1 - I 1 '' I I I 1 1 _ -'''I RMC - I 2" CONCRETE INSTALL DAMPROOFING AT t SCREED COAT FOUNDATION WALL PROTECT WITH re2— 2" R-10 POLYSTYRENE INSULATION ��'NOW ,.. FILE N O. 'tea__-- A-201 ----- all 6"=1'-0" PROJECT NO. DRAWING NO. 5' 0 5 10 - DATE: A-2 01 SECTION A-A; SECTION 5-5 15/04/2021 SCALE: 3/I6 11 = 11-011 PROJECT ENGINEER: TOP OF PLATE TOP OF PLATE r - r - J arlrlJ ' 1 �1 J,J:!> , ? , �TJ,.L:I : zLla: Z-. .1 ' z_{ 1 , ..-i. ;>_J.J J-_, .-1_� ` [� L J_JLI_{ Ci.� i ' ' I , i.i I_ ' il ' Z.1 �.[ ' , [Jl [ : 11..L , 1i . lIJ.: �111J.II ' lz I I1 Ii -�\ +29-3 J� " [I 1 L [ A?ti A .{A�,s �; � �. "��.�.�L�1.,[ de r�,tin [ 1 J U �r �. - I i ' I .[ 1 '•.JAI- � ;,:J ;�7- '� ..,��[: ;,�")`^J�s :x`J :-_t' Z AJ_z=�a J '_�l-1.[ 'a ' [ �J. 'r A I z ' r�J l :{ _ �, I_I�; �: � r ;,�z; I J-,_ 1 1' J� _i_��!J_'A;J ; J, I ; ,-�I �,r J ) ^�' ti i � : � i '' I ! ; � , � A Civi/Engineering B Construction Management J11._.' � ,. i.. .1 .a _:, z I Z,-�[."tJ- z I .i - J C _1 JI A { _`z1.L1- I [."l iT"iJJAJ [ 1 Cz z ' :1_LJ..71..; ^ L.A ' -' Liz 7CJ.JJ r; I__11"�: i [ - - �.- J1 1 {,. , ;1 Z. I T 7^[ x� Iti A J 1 " I1 . ' f" :,J A. { J. 1f J J.�l J., .J.,� '� - -1- 3,J. 'A� 4 I J,",l, nEngineering, f.C. T L^ IJ Jlz ^[ r` -[ l de Bruin 1,`Tti�. L:` , r1A...z: I. ,z_L.� �J� I^ I I J [ 1 �.r L • iZ', J_ A A iJ .J Jz I a 1 I I J J1J: 1 J r ;7J ^, _ ,lr --'r r! J_ . . 4J_ a J,J, z_ 1400 Old Country Road-Suite 106 I, [' " .,l--kO 5-'- > L=I, ,. [.• ^ , 7"iJIiJ': i�,I;. [,,,1I.:,12`1°; ,1, J. ,i:.i, I -,.1J [ I z 1.. ,, I,;,T : ,.ti l s s ,; y IJ 1, .'• Jz !. .^.. J_ r , l : ;,..1 ta,,a-1, kk_. ).,,.� 1,,_� ;- �_.._z�, tit rl z1, a �,!. {� z;,J1,r,z.J �,A_..� _� Westbury-New York•1 A,J_' 1 ,- ,. {�_J,z i , x,I f.L - LI. . ;,J I,I1_:� ,: rU I7- ;. II A�. z y 1714 l,. _C, J. s 1, J A [ I- I ._ A J .a ,. A, - " L, I. .ti [ i. _^,.{,.1 ,L. - 4 lJ.a x,l,J .J [ [ [ J_ J Z,, Y J.zAA. Z T",J 7 1" [;J .}J, , ,, : I A ,AI ",�A..C, ^ '",- a ]_A-I,C _I_C i, ,' l T -J_ AI_ . : ', . 1 516.513.1313 516.579.2574 Fax z.z y� J _ 1_1 1 1,J -,`z`A ROOF ASSEMBLY AT MEETING ROOM I_ ti!, 1 1_ J 1 ,A_J - I J , " �' J I J} a_ A� 1 ' Ate, X 7 _ _ 1:r�a zJ.. YrU I'.'.J� ] T' 4 ZJ"7,z' 1;. .' .'' J ,.' _ " '-J zr 7"J" ,- :. J z,[z .4` rt.[z .�X GAMELOT II ROOFING SHINGLE AS MFR D. BY GAF r �. i ii n 11 I I ,. -, 1 rr )) r^� - J._{ L I_,_�.IA.-rJ., A. {i L,I_ L_'' .11.,1_z-�,.,} I.� ,.� IY�J.. A iA`,Jl,�,�A�rA,J J._ �..11 A lf��_!� `[^n,!,J. —,.1�.,,1,�, J.1.1 1I,;.A,4,J_,�.,.{,[�A A-L,'' ,.AAA", L 1 l .[:.-I�J.AA - �,i l,z,J A--`1.1.11.1 J. I..i-,)v-[J A,. �n - 'Y"t! '�I I zz.J,z ! z X,t . J ;;a a,z L :.J.[.t I'r, A J, j 1, I ,L.J� 1 1 t_a [ [J"1 COLOR ROYAL SLATE L.'-.z T�',1 ,I z Viz.. It is a violation of Section 7209 of the ":. .J, z.L r I_t. i "J i I i J _ T I L..._' �: I ' z L _ L1-Lzl;" 1 1`.. ::za�A! , IIA ,' �'{ 15# ROOFING FELT - ICESHIELD3-0 WIDE AT ALL New York State Education Law for n J J I IJ I ._ t1 .! 11.1 __ x 1 J1ti, i J - t aI . I 11 [Jt l: zi.�J. [ I any rr4i" ! ,' T VALLEYS AND 3-0' EXTENDED UP FROM EAVE person, unless he is acting under the - 1/2' PLYWOOD SHEATHING -�, direction of a licensed professional — en ineer, to alter an it em tem 2 X 2 ROOF AFT on this R RAFTERS 16 OC. F' I I E REFER TO g Y III I STRUCTURAL DRAWINGS FOR ADDITIONAL drawing in any way. If the drawing is II I altered under the direction of a I INFORMATION - I I professional engineer, the altering p, - 9 3 CLOSED CELL SPRAY ON INSULATION 9 I N R 21 engineer shall affix his seal to the II I 9 I I 8 COMPRESSED FIBERGLASS GATT INSULATION „ drawing with the notation "altered by" 518 TYPE X GYPSUM BOARD n followed by his signature, the date of alteration,ton, and a specific description of the alteration. ! I UNFINISHED ATTIC I I �3 1�jl TOP OF PLATE :Al ; 1`` TOP OF PLATE_ 8-8' t ` EXIT L� — _ - ---- FIRST FLOOR ASSEMBLY l" WIDE TAG VINYL FLOORING (REFER TO FINISH I I ;' SCHEDULE FOR INDIVIDUAL ROOM FLOOR FINISHES) VESTRY CHANCEL LOBBY CHAIR STORAG I - 3/4" PLYWOOD SUB-FLOOR I , , re TJI II l/8 12 OC (REFER TO 3 , E ER STRUCTURAL DRAWINGS) 0 a � j - 10.15" R 30 FB INSULATION n1ii in 5/8" TYPE X GYPSUM BOARD TOP OF SUBFLOOR ELEVATION I �= - _ - ❑ TOP OF SUBFLOOR ELEVATION - - - - — -------- - -- ---, --- ------ — ---------------- _ � —e'-e„ - REVISIONS DATE J it KITCHEN RESTRM. CRAWLN I I RA L I r Ib Is r - 1 -- - - 'i i� - il- S SPA CE CRAWL SPACE ELEVATION � i I I �I CRAWL SPACE ELEVATION — - -- _ - Ot OM OFF TI G B T 00 N BOTTOM OF FO OTING OOTI G I� -- -- 'r- - - - - --- -,- - ——— - - � i it N 7 - i -l'- i I i— j ,r I I I I 1-1 __ r „ - i I 1 1! INSTALL D M A PROOFING AT it I'' � I FOUNDATION WALL PROTECT WITH I j I „ H i I I 2 -1 PO A P I It l -1R 0 POLYSTYRENE INSULATION S PER BD COMMENTS 08111122 D CONCRETEsc coat 2 SCREED CON TRACTOR ACTO O R R T VERIFY I ER Y VIRGIN R SOIL BELOW NEW FOOTINGS ISSUED TO: 01 SECTIONG—G TOWN OF SOUTHOLD PLANNING 4-1-22 A-202 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 TOP OF PLATE TOP OF PLATE + ""r% 7 ^[ . . f T I, _I I� 1�. 1 I`[�1�.' 7 L 1_ ;_ ;�:7 .�['1..J-i ,A _ J_1 J�! [:''J f 1" ,a I C. T f J�_l' � 1 •J r' I.. r,�.,�� "r I [ _. _ ,] I7" i. J-;h •J. _ "lA.,'. F''l " ,.A..CA - A AJ - r 1 1 I I l ti T r: L J'I J ' J !_C" :. [^i?[ I I�: .i i�i--i. J J�; T� ' J'A [� [-1 "I III I 'I j I i II! I I , II! I = III i I I !� III II I I. i i I ,II it PROJECT: FIRST UNIVERSALIST �I CHURCH OF I I � UNFINISHED ATTIC SOUTHOLD ss I TOP OF PLATE � r — ,_ IA— A� r- _ J _ T�OF PLATE 51970 MAIN RD, EXIT +8-8 SOUTHOLD, NY 11971 i< -- --- 'CIO DRAWING TITLE: SMALL GATHERING PLACE �, � I LOBBY MINISTERS OFFIC N SECTION C-C; SECTION D-D TOP OF SUBFLOOR ELEVATION-� TOP OF SUBFLOORELEVATION 0'-0, ;1 SCALE: w GALLERY C AWL ------ - R s CRAWL RA L i N P G F 0 S A E Ln CRAWL SPACE ELEVATION � SPACE CRAWL SPACE ELEVATION SCALE . 1 3/ 6 1 - 0 TI I BOTTOM OF FOOTING -' ' -'__ -I - - " -_'-- ----- _--_----- -L-- - -1-- -------- -- -- - -------1------1i--- - -- --- - - :. BOTTOM OF FOOLING _ --- i I II I I' i- i r I 2° CONCRETE SCREED COAT INSTALL DAMPROOFING AT FOUNDATION WALL. PROTECT DRAWN BY: WITH 2 R-10 POLYSTYRENE INSULATION PS RED CHECKED BY: RMC SECTION0-0 FILE NO. � 5' _ 0 5_ 10 PROJECT NO. DRAWING NO. DATE: A-202 SECTION G-G; SECTION D-D 15/04/2021 5GP�LE: 5/ki = I '-O" PROJECT ENGINEER: d e r-�'i rL Civi/Engineering B Construction Management TOP OF PLATE TOP OF PLATE TO 3 de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 12 12 Westbury-New York-11714 12 112 516.513.1313 -516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional a� engineer, to alter any item on this s drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the 12 drawing with the notation "altered by" fol 8 alteration, and a wed by his Ispecific description he date f e cr pt on of the alteration. _ N TOP OF PLATE +12'-8' ----- TOP OF PLATE -- UNFINISHED ATTIC MECHANICAL ROOM 23 24 -------------- ------------- ATTIC SUBFLOOR ELEV TOP OF PLATE o - ----� � -- ATTIC STAIR RESTRM / RAMP 3 0 OAR. c R / REVISIONS DATE TOP OF SUBFLOOR ELEVATION t — 0-0 T TOP OF 6 eFLOOR ELEVATION_ i UTILITY e = CRAWL RA L : I I I I - A BASEMENT C SP I E I I I I I i I i I I I I :, i r - i I BOTTOM OF FOOTING - - - BOTTOM OF FOOTING I I I i I I i II I I 4'I' I I I A R BDCOMMENTS +08/111122 I I I I I S PER I I I , I i I I I I I I ISSUED T - 0• it r TOWN F SOUTHOLD PLANNING 4-1-22 e1 _ SECTION CONTRACTORS FOR MEETING 1 1-11-23 3/1 ro"W-o" TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 TOP OF _�PLATE +213-3„ TOP OF PLATE +29-3' 12 12 ATTIC FLOOR ASSEMBLY 121 112 - 3/4" PLYWOOD SUBFLOOR - TJI 11 1/8" 16" OC - le.15" R 3e FB INSULATION - 5/8" TYPE X GYPSUM BOARD 12 41 \ s PROJECT: FIRST FLOOR ASSEMBLY - 1" WIDE T;G VINYL FLOORING FIRST UNIVERSALIST . (REFER TO FINISH SCHEDULE -- CHURCH O F FOR INDIVIDUAL ROOM FLOOR � r�it FINISHES) SOUTHOLD • - 3/4 PLYWOOD SUB-FLOOR 'I �I, �I -fin - TJI 11 1/5" 12" OC (REFER TO 6; TOP OF PLAT STRUCTURAL DRAWINGS) --- --� --- TOP OF PLATE - 51970 MAIN RD,- 1e.15 R 3e FB INSULATION 12 8 UNFINISHED ATTIC SOUTHOLD, NY 11971 - 5/8 TYPE X GYPSUM BOARD Y3 DRAWING TITLE: ATTIC SURF _ V WALL ASSEMBLY o - -- o TOP OF PLATE - JAMES HARDIE SMOOTH CEMENT CLAPBOARD 5 1/2" ExPosuRE SECTION G-G; - TYvEK TYPE BUILDING WRAP , �=��\ � SECTION H-H - 112 R-3 CONTINUOUS INSULATION KITCH 1/2" PLYWOOD SHEATHING __- EN LA I �. _ - 2"X6" WOOD STUDS 16" OC I6 INSULATION = G PLAC5 1/2 FIBER GLASS GATT5/8° TYPE X GYPSUM BOARD \ \ �- 1SCALE: FTOP OFIM LLL---JJJ w _ TOP OF SUBFLOOR ELEVATION_( — P SUBFLOOR ELEVATION • SCALE : 3/16 = 1 -0 ., CRAWL t. P S AC E DRAWN BY: I , I � -I r � - f�!R ` 9CBT M OF FOOTINGBOTTOM OF FOOTING � ti CHECKED BY:CONCRETE SCREED CONTRACTOR VERIFY VIRGININ ct �.� ag COAT SOIL BELOW NEW FOOTINGS RMC (' GIB — FILE N0.402 A-20� — ---- - 5' 0 5 10 PROJECT NO. DRAWING NO. DATE: A-204 S�GTior� o-(_5; s C/T o 15/04/2021 PROJECT ENGINEER: de ,R n_— Civi/Engineering&Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 -516.579.2574 Fax It is a violation of Section 7209 of the QNew York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is PAINTED WOOD —�--_._.. PAINTED WOOD -_ _ — _ - - --_- altered under the direction of a ----- - -- professional engineer, the altering engineer shall affix his seal to the PAINTED SHEETROCK PAINTED SHEETROCK drawing with the notation "altered by" _ followed by his signature, the date of PENDANT /� \ PENDANT \ alteration, and a specific description of the PAINTED SHEETROCK /' \ PAINTED SHEETROCK ` \ PAINTED PANELING /' I \ PAINTED PANELING OFF PAINTED WOOD e PAINTED WOOD ' WALK-OFF MATT ` / WALK-OFF MATT \� ,/ REVISIONS DATE W/ HARDWOOD \\ /' WI HARDWOOD ' BORDER BORDER ' / Al ` i 1 / / \ , - \ / ' QAS PER BD COMMENTS 08/11/22 e, 1r v�'i t� IS .I� 'IO OA-4e4 �' �'I U I �' I 1r �'10� ISSUED T 0 — —----- --- --—-----------— --— --------- — TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 PAINTED WOOD PAINTED WOOD PAINTED SHEETROCK 7777E PAINTED SHEETROCK PE"RANT PENDANT FIRST UNIVERSALIST CHURCH OF PAINTED SHEETROCK /' \\ �� PAINTED SNEETROCK SOUTHOLD PAINTED PANELING /' \ PAINTED PANELING SO51970 M , N D, 51970 MAIN RD, ' DRAWING TITLE: / PAINTED WOOD ,' PAINTED WOOD ENTRY VESTIBULE 10 INTERIOR WALK-OFF MATT �\ \\ WALK-OFF MATT ELEVATIONS W/ HARDWOOD \ W/ HARDWOOD BORDER 60RDER SCALE: w SCALE : 1 /2"= V-0" a _ es �' V �'I I�l�' I 'I G e� N� � 1�'r. �'1 I �' I V �'10 1� DRAWN BY: A-48� --- -- - -- --- ----- - -- - 1/2��=1 -0" A-�04 -- ---- -- 1/2 4=1 -8" PS AED Ar° CHECKED BY: ¢ , ` a RMC d-, l FILE N0. PROJECT NO. DRAWING NO. DATE: A-404 ENTRY V EST15ULE INTERIOR ELEVATIONS 15/04/2021 PROJECT ENGINEER: de -� i n Civil Eng1nee1i17g B Consbuction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Al Westbury-New York•11714 516,513.1313 •516.579.2574 Fax PAINTED WOOD New York State Education Law for any person, unless he is acting under the PAINTED WOOD FAN/LIGHT direction of a licensed professional J: engineer, to alter any item on this PAINTED WOOD — PAINTED WOOD drawing in any way. If the drawing is altered under the direction of a FAN/LIGHT \ PAINTED SHEETROCK FAN/LIGHT professional engineer, the altering FAN/LIGHT engineer shall affix his seal to the drawing with the notation "altered by" PAINTED SHEETROCK _ \ followed by his signature the date of PAINTED SHEETROCK \ _ —_ ______ PAINTED SHEETROCK alteration, and a specific description SCONC E E �� of the alteration. SCONCE SCONCE ` SCONCE I I� I ' fo" PAINTED WOOD 6" PAINTED WOOD ' 6" PAINTED WOOD 6" PAINTED WOOD CERAMIC TILE CERAMIC TILE CERAMIC TILE / CERAMIC TILE W/ MARBLE WI MARBLE W/MARBLE WI MARBLE THRESHOLD THRESHOLD THRESHOLD THRESHOLD i i' REVISIONS DATE o o 0�44e ST ®y- INS IO yATIO 02 �'I OOM INTER VA 'IO 03 �t ®O I �' I �. 1r �'o � c s� ��' OOM INT I � V TION 0 I/2"=1 -0" A-�485 1/2„=1'-0" A-40J — --- 1/2 =1 —8" A-40�✓- --- — -- " u 1 AS PER BD COMMENTS 08/11/22 1/2 =1 -8 ISSUED TO: TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 7— STAINED WOOD STAINED WOOD PROJECT: SCONCES SCONCES STAINED WOOD FIRST UNIVERSALIST CHURCH OF PAINTED SHEETROCK PAINTED SHEETROCK PAINTED SHEETROCK SOUTHOLD 51970 MAIN RD, ' SOUTHOLD, NY 11971 PAINTED PANELING PAINTED PANELING PAINTED PANELING �� i DRAWING TITLE: RESTROOM 20 PAINTED WOOD PAINTED WOOD PAINTED WOOD INTER IOR ELEVATIONS; CHANCEL INTERIOR STAINED HARDWOOD `, ELEVATIONS STAINED HARDWOOD STAINED HARDWOOD � ` SCALE:LJ w � F SCALE : 1 /2"= 1 '-0" a DRAWN BY: PS aED AgC,y �5 h4 CHECKED BY: RMC D4e GN N� L INS' k, =1= e� G I NC L INS' I V TION FILE NO.e, G�-I NG L INS' �I � 'ION G 1/2"=1'-8" �A-�05 1/2„=1,_�„ — A-�t05 - - - � 1/2 -1 0 PROJECT NO. DRAWING NO. DATE: A-4 0 5 RESTfi ROM INTERIOR ELEVATIONS; GHANCEL INTERIOR ELEVATIONS 15/04/2021 SG>4LE: 1/:2"" = 1 '-0" PROJECT ENGINEER: FINISH SCHEDULE WINDOW SCHEDULE d pjfn____ Civi/Engineefing B Consfiuct/on Management ROOM ROOM FLOOR WALLS CEILING WAINSCOT BASE CROWN NOTES WINDOW ROOM ROOM QUANTITY RO MFR. FRAME KEY NOTES de Bruin Engineering, P.C. NAME NO MOLDING MOLDING TYPE NAME NUMBER SIZE NUMBER TYPE 1400 Old Country Road-Suite 106 VESTIBULE I _L V Y PAINTED SHEETROCK PAINTED SHEETROCK PAINTED PANELING PAINTED WOOD PAINTED WOOD V Y MEETING ROOM 1 6 L FRO F`LANK AT WALK OFF MATT Westbury•New York• 5 714 PRO PLANK BOARDER # A 3-@ X 1-4 FG CASEMENT 516.513.1313 •516.579.2574 Fax MEETING R001'1 2 CALIYINYL PRO PLANK PAINTED SHEETROCK STAINED WOOD PAINTED PANELING PAINTED WOOD TRUSSES - STAINED WD OR PAINTED WD It is a B CHAIR STORAGE, ADMIN OFFICE 4,6 3 2'-6" X 4'-5" TW2442 FG DOABLE HUNG of the CHANCEL 3 CALIYINYL PRO PLANK PAINTED SHEETROCK STAINED WOOD PAINTED PANELING PAINTED WOOD PAINTED WOOD 48" L X 11/4" W MODEL# 1904501400 C MINISTERS OFFICE 5 I 12'-1" X 4'-5" (2) TW2042/TW3442/(2)TW2042 FG DOUBLE HUNG New Yorkl ation State Education Lawof Section9for any CHAIR STORAGE 4 CALIYINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 46" L X 11/4" W MODEL # 1904501400 p VESTIBULE 8 2 1'-fo" X 4'-1" CR14 FG PICTURE person, unless he is acting under the direction of a licensed professional MINISTERS OFFICE 5 BROADLOOM CARPET PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD E ACCESSIBLE RESTROOM, DORMERS I@,I1 15 2'-1" X 2'-1" C12 FG CASEMENT engineer, to alter any item on this drawing in any way. If the drawing is CL 5A PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD F SMALL GATHERING PLACE 15 2 1'-(6" X 3'-S" (3) TW2436 FG DOUBLE HUNG altered under the direction of a professional engineer, the altering ADMIN OFFICE 0 BROADLOOM CARPET PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD G KITCHEN 16 4 2'-1" X 3'-9" TW2436 FG DOUBLE HUNG engineer shall affix his seal to t h e drawing with the notation "altered by" CL 6A PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD H RESTROOM 20 1 1"-S" X 4'-1" C14 FG CASEMENT followed by his signature, the date of LOBBY 1 CALIYINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD 48" L X 11/4" W MODEL# 1904501400 alteration, and a specific description I ADMIN OFFICE 6 1 3'-1" X 3'-9" TW2103fo FG DOUBLE HUNG of the alteration. CL 1A CALIYINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 11/4" W MODEL# 1904501400 J MEETING ROOM 1 1 0 4'-0" FR40 FG CL 15 CALIYINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 11/4" W MODEL# 1904501400 K ATTIC 23 2 8'-0" X 4'-1" TW20310/TW210310/TW20310 FG DOUBLE HUNG VESTIBULE gWALK-OFF MATT CALIVINYL PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD V YL FRO FLANK AT WALK OFF MATT L ATTIC (DORMER) 23 1 2"-I" x 3"-8" CI35 FG CASEMENT PRO PLANK BOARDER D 4 # GALLERY 9 CALIYINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD 48" L X 11/4" W MODEL # 1904501400 M CUPOLA 4 2'-5" X 5'-1" CW15 FG CASEMENT GL 9A CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 45" L X 11/4" W MODEL # 1904501400 CL 95 CALIYINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 11/4" W MODEL# 1904501400 ACCESSIBLE RESTROOM 10 CERAMIC TILE W1 MARBLE THRESHOLD PAINTED SHEETROCK PAINTED SHEETROCK 5EAD50ARD WAIN PAINTED WOOD PAINTED WOOD ACCESSIBLE RESTROOM 11 CERAMIC TILE W/MARBLE THRESHOLD PAINTED SHEETROCK PAINTED SHEETROCK 5EAD50ARD WAIN PAINTED WOOD PAINTED WOOD REVISIONS DATE JAN. CLOSET 12 PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD STAIR 13 CALVIVINYLE PRO PLANK AT F10_0_R7P INTED PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PINE TREA05/RI5 RS AT STAIR SMALL GATHERING ROOM 15 CALIYINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD UJ MODEL # KITCHEN 10 CALIYINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 45" L X 11/4" W MODEL# 1904501400 FOYER 11 CALYINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 11/4" W MODEL# 1904501400 J RESTROOM 18 CERAMIC TILE W1 PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD V Y MARBLE THRESHOLD SOURCED AT LOWES' VESTRY 19 CALIYINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 11/4" W MODEL# 1904501400 Q AS PER BD COMMENTS 08/11/22 RESTROOM 20 CERAMIC TILE W/MARBLE THRESHOLD PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOODNATINO V SOURCED AT LOWES' CLOSET 21 CALIYINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 11/4" W MODEL# 1904501400 ISSUED TO: SIDE ENTRY 22 TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 � 3-112" FIBERCsLASS GATT INSULATION TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 2"X4" WD STUDS 16" OG 5/8" TYPE X GYPSUM BOARD/PAINT DOOR SCHEDULE DOOR ROOM ROOM INT/ DOOR DOOR DOOR FRAME HARDWR LABLE KEY NUMBER NAME NUMBER EXT. TYPE SIZE CONST. TYPE TYPE RATING NOTES 101 VESTIBULE I EXT DI (2) 3'-0" X 8"-0" - - - - GLAZED LOW E GLASS - (2) 1' X 8 MATCHING SIDELITES ' (FLAT PANEL SDUAR7— I@2 MEETING ROOM 2 INT. D2 (2) 3'-0" X 8'-0" MDF WD - - STICK STICKING) MANUFAC Y I G - 330 - - 55 103 VESTIBULE 1 EXT. D3 1Q �5 8�Q" MDF WD - - F1BER-G 55IC-MAHOGANY COLLECTION AS MFR D Y THERMA-TRU - (o LITESDL / 2 PANEL SHAKER ENUTEN FLUSH GLAZED LOW E GLASS I @4 RESTROOM 20 INT. D4 3'-6" X 8'-0" DF WD - - FREMIUM MDF DOORS AS MANUFACTUREDY I - INT G - T53300 - C-S Q STICK STICKING) 105 CLOSET 21 INT. D4 - ' 'b MDF WD - - PREMIUM MDF STICK STICKING)DOORS AS MANUFACTURED Y - G - 3300 - C- 65 (FLAT PANEL SQUARE 10(o CHAIR STORAGE 4 INT. D5 (2) 3'-0" X 8'-0" MDF WD - - SPREMIUM MDF TICK STIGKIN DOO Y I - G - 330@ - - Q , INTERIOR PARTITION U3@5 PROJECT: 101 MINISTERS OFFICE 5 INT. D& 3'--0" X 1'-0" MDF WD - STICK STICKING)DOO G BY - I - 3300 - - Q I HR RATED PREMIUM MDF FIRST UNIVERSALIST 108 ADMIN OFFICE b INT. D(o 3'-0" X 1'4' MDF WD - - PREMIUM STICKING)DOORSMDF G BY I - I G - 33 0 - - Q CHURCH OF STIC109 VESTIBULE 8 EXT. D1 3'-@" XI e MDF WD - - GLAZED LOW EGLASS - (2) 1' X 8 MATCHING SIDELITES - 6 SOUTHOLD I 00 Y - G - 3300 - - SQUARE— 110 LOBBY 1 INT. DS 3"-@" X 1'-0'" MDF WD - STICK STICKING) fA 51970 MAIN RD, III ACCESSIBLE RESTROOM I@ INT. D6 3'41 X 1'-0" MDF WD - - PRE ISTIGKIN D00 Y - G - 3300 - - SOUTHOLD, NY 11971 STICPREMIUM MDF DOOR5 AS MANUFACTURED Y I - G - 3300 - C- Q DRAWING TITLE: 112 JAN. CLOSET 12 INT. D4 2'-8" X 1'-0'" MDF WD - - STICK STICKING) 113 ACCESSIBLE RESTROOM II INT. D6 3'-0" X 1'-0" MDF WD - - PREMIUMF DOORS AS MANUFACTURED BY TRU5TILE - FAINT G - T633ee - C- Q STICK STICKING) 00 C BY ILE - I G - 33@@ - G- Q FINISH SCHEDULE; 114 STAIR 13 INT. D9 3"-@" X 1"-0" MDF WD PREMIUM F 1H RATED STICK STICKING) 115 GALLERY 9 EXT. D1 3'-0" X 1'-0" MDF WD - - F15ER-C A55IC-MAHOGANY COLLECTION AS MFR'D BY THERMA-TRU - 6 LITE SDL / 2 PANEL SHAKER gNUTEN FLUSH GLAZED LOW E GLASS DOOR SCHEDULE ; 111 SMALL GATHERING ROOM 15 INT. D(o 3'-@" x 1'-@" MDF WD ~ F-KEMIUM MDF DOCKS AS MANUFACTURED BY - ffAINT G - T53300 - G-55 kFLAT PANEL SQUARF__STICK STICKING) PARTITION SCHEDULE 115 KITCHEN 16 INT. D(o 3'-0" X 1'-0" MDF WD - - PREMIUMO Y TRU5TILE - PAINT G - T533ee - C- SQUARE STICK STICKING) PREMIUM MDF 119 KITCHEN I� INT. D10 (2) 3'-@" X 8'-@" MDF WD - - OD G BY I - I G - 3300 - C- S (FLAT PANEL SQUARE STICK STICKING) SCALE: W 120 FOYER 11 EXT. 01 3'-@"' X 1'-@" MDF WD - _ FIBER-C SSIC-MAHOGANY CO ECTION M AS MFR'D BY THERMA-TRU - (o LITE SDL / 2 PANEL SHAKER ENLITEN FLUSH GLAZED LOW E GLASS 121 MEETING ROOM 2 INT. DI I (2) 3'-0"' X 8'-0" MDF WD - - 00 C BY - G - 3300 - c- SCALE: N T S STICK STICKING) 122 MEETING ROOM 2 INT. D6 3'-9" X 1'-0" MDF WD - - STICKIUM MDF STICKING)00 Y - - 33 0 - - Q 123 CHANCEL 3 INT. D6 3'-0" X 1'4' MDF WD - - REMSTICKIUM MDF STICKIN DOORSY - G - 330 - - SQUARE 124 VESTRY 19 INT. D(o 3,4' X 1'-0 MDF WD - - PREMIUMF DOORS AS MANUFACTUREDBY TRUSTILE - PAINT G - T5330e - C- Q DRAWN BY: STICK STICKING) 125 RESTROOM IS INT. DI2 2'-8" X 1'-0" MDF WD ~ - PREMIUM00 G BY I - I G - 3300 - C- Q PS �¢ED A&C_ STICK STICKING) �,, Al. 125 MECHANICAL ROOM 24 INT. D9 3'-0" X 1'-0" MDF WD - IN RATED PREMIUM MDF DOORS AS MANUFACTURED BY TRUSTI E - PAINT GRADE - T53300 - G-SS FAT PANELSQUARE i O'4T'090h10N G U CHECKED BY: STICK STICKING) RIVIC � Y FILE NO. ,. PROJECT NO. DRAWING NO. DATE: A-601 FINISH c5GHEDULE; DOOR SGHEDULE; FART I TI ON SGHFEDULE 15/04/2021 SCALE: N75 nj S�FFOL J's�o�. ooy'r 'OWN OF SOUTHOLD—FIRE MARSHAL Town Hall Annex 54375 Main Road P..O.Box 1179 Southold,NY 11971-0959 �y� • o, ; Telephone(631)765-1802 Fax(631)765-9502 https://www.soutlioldtowmrv.gov FIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION For Office Use Only PERMIT NO. Vf M-5 Building Inspector: V, r t r Applications and forms must be-filled out in.their entirety.Incomplete N Q V P 7 2023 applications will not be accepted.WORK IS NOT TO BE STARTED prior . to the approval of plans and issuance of a permit. Has a building permit been obtained for this project? Yes O No — —-If yes-,buiIdirigpennit — Date: 0 PROJECT O TION: Project Address: QC� SCTM# 1000= 1 6 City: Zip: CONTACT PERSON INFORMATION: Name: &0 V�91.1 Mailing Address' Phone#: 1_ _ Email: L \ } Preferred contact method(select one): ❑Phone Email CONTRACTOR INFORMATION: Name: �;.L � L Contractor License#: 001) 1/1\ Mailing Address:k Phone#: Email, SCOPE OF.WORK:. Occupancy Description: W Assembly ❑Business ❑Education ❑Factory/Industrial ❑Institutional ❑Mercantile ❑Residential ❑Storage Description of Work: New System ❑Existing System Modification Sprinkler/Standpipe/Water.Supply Fire Alarm/CO Detection Systems Other.Fire.Protection,Systems (Check all that apply) (Check all that apply) (Check all that apply). ❑NFPA 1.3,13D.or 13R. System ,I (Manual rxJAutomatic SM Smoke Control ❑Standpipe ❑Fire Pump ❑Protected Premises(local) ❑Wet or Dry Chemical/Clean JOSupervising station Agent Number of sprinter heads: .®Central Station1 Kitchen hood/exhaust ❑ Other Floor Area•(sq.ft.): 1 Cheek BOX After Reading,,'I;the undersigned,understand that the Issuance of a permit for the type which is herein-applied,for Is based on the agreement to conform to all regulations and requirements.I further understand that non-compliance of said requirements,by myself or any officer or employee of the firm or Individual listed as the applicant on this form,shell be cause for revocation of sold permit:Upon revocation of said permit the, applicant or any employee oflife applicant stinll'be prohibited to conduct suchmorl for whicluthis permit'was isyued:The'refssuance of u permit sholftic based upon review of the circumstances leading to the revocation.Any false statement(s)made herein are punishable as a.Class.A.misdemeanor pursuant to Section 210.45.of the Pena[Low Application Submitted By(print name): Pkuthorized.Agent ❑Owner Company(if applicable): _ �•� Cy�( VIC Applicant Signature: Date: 1I all r9n FIRE PROTECTION SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for Which you are applying(click the applicable link below). a FIRE ALARM/CARBON MONOXIDE DETECTION S.YSTEM.SUBIVIITTAL GUIDELINES • FIRE SPRINKLER SYSTEM SUBMITTAL GUIDELINES Y FIXED FIRE SUPPRESSION HOOD&EXHAUST SYSTEMS SUBMITTAL GUIDELINES FEES A$300.permit fee,is required for a non-residential permit.A$100 Certificate of Occupancy fee is required if the project is not-part of an existing open building.permit. All.checks should be made payable to the Town.of Southold. Permits,once issued,sliall at all times.be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the To"of Southold Building Department(631)765-1802. FOR OFFICE USE ONLY' Amount Paid: Check.No:: �. FM: Permit No.: /3 9 3 Date: Zl Z 0, Exp:Date: 2 ��gUFFOIK G� cos y TOWN'OF.SOUTHOLD—FIRE MARSHAL 54375 MAIN ROAD P. O.BOX 11791 SOUTHOLD,NY 11971-0959 . . .OFFICE(631):7.654802 FAX(63.1)765-9502 -FIRE ALARM SYSTEM . CERTIFICATE OF FITNESS AND TESTING" WARNING:NOTIFY ALL OCCUPANTS AND ANY-AGENCIES'WHO:MIGHT RESPOND.BEFORE TESTING SYSTEM-. FAILURE TO DO SO MAY RESULT IN LEGAL ACTION AGAINST THE INSPECTOR: ESTABLISHMENTNAME; � c DATE: 1.� /� .ADDRESS:. / n� 1 FIRE DISTRICT; OC pG�J HAS OCCUPANPY.CHANGED.SINCE LAST VISIT? NAME OF OWNEWAGENT PRESENT: �J YES.❑ NO . . =NATU ME OF-INSPECTIONIMSTING/MAINTENANCE' .NAME OF CENTRAL STATION:E m m"vT),I foi�I 7 _[PH #TO CENTRAL STATION; TYPE OF SYSTEM: MANUAL L7 'AUTOMATIC:❑ VOICE EVACUATION❑. OTHER❑ CENTRAL STATION❑ 'REMOTE O 'PROPRIETARY'❑ Aux❑ Carbon Monoxide Integrated:. Yes'l No.- . LIST ANY/ALL'DEFICIENCIES. WERE THESE DEFICIENCIES CORRECTED7 YES NO IF NOT,WHY? CERTIFICATION: I,AN EMPLOYEE OF THE INSPECTING FIRM' LISTED,BELOW,DO HEREBY CERTIFY THAT THE ALARM SYSTEM DESCRIBED ABOVE WAS INSPECTED IN ACCORDANCE WITH THE APPLICABLE PORTIONS OF NFPA 72'(2016 VERSION);_PARTICULARLY CHAPTER7 AS WELL AS' TABLE 70A..3&SECTION.10.6.1 OF NFPA 72:THIS CERTIFICATION DOES NOT-IMPLY THAT ITEMS.REQUIRING DAILY,WEEKLY,MONTHLY,OR QUARTERLY INSPECTION OR TESTING WERE PERFORMED AT-THE SPECIFIED INTERVALS,BUT DOES IMPLY,ALL SUCH ITEMS WERE INSPECTED OR TESTED AND APPEAR TO FUNCTION AS NOTED IN THIS CERTIFICATION AT THE TIME OF INSPECTION.I CERTIFY THAT THIS INSPECTION HAS BEEN PROPERLY CONDUCTED AND ALL OF THE ABOVE STATEMENTS ARE TRUE AND CORRECT TO THE BEST OF MY KNOWLEDGE: . INSPECTING FIRM INFORMATION COMPANY NAME: NYS LICENSE NUMBER: �,� .�. 1'hLuk �� COMPANY ADDREss: � JYI�i � � GC,1UI: �I`15<� PHONE: INSPECTOR'S NAME:.. SIGNATURE DATE: ORIGINAL COPY WITH SIGNATURE IS TO BE SUBMITTED TO.THE TOWN OF SOUTHOLD FIRE MARSHAL, A COPY IS TO BE LEFT ON SITE AT THE FIRE ALARM PANEL. OFFICE USE ONLY: DATE RECEIVED DF-52417:D•B-90 ANN-so FireliTerALarms 80-Character.Serial LCD Annunciator by.Honeywell Annunciators General The ANN-80 annunciator is a compact, backlit, 80-character LCD fire annunciator that mimics the Fire Alarm.Control Panel (FACP) display. It provides system status:indicators for AC Power,Alarm,. Trouble, Supervisory, and Alarm Silenced conditions. The ANN-80 and the FACP communicate over a two-wire serial interface employ- J ing the ANN-Bus .communication format., Connected devices are f' t powered, via two additional wires,. by either.the host FACP or a remote UL-listed, filtered_ power supply. The ANN-80 is .red; for white, orderANN-80-W. The ANN-80 displays English-language text of system point informa= tion including device type,zone,independent point alarm,trouble or supervisory status;as well as any custom alpha labels,programmed into the control panel. It includes control switches for remote controlDqU of critical system functions. (A keyswitch prevents :unauthorized operation of the control switches.) "'— Up to eight ANN-80s may be connected to the ANN-Bus of each FACP.No programming is required,which saves time during system commissioning. . Features Supervisory • Alarm Silenced • Listed'to UL Standard 864;9th Edition • Backlit 80-character LCD.display(20 characters x 4 lines) Specifications Mimics all display information from the host panel Operating voltage range: 18 VDC to 28 VDC • Control switches for System Acknowledge, Signal Silence, Drill, Current consumption @ 24 VDC nominal (filtered and.non- and Reset . . . . resettable):40 mA.maximum • Control switches can be independently enabled or disabled at the Ambient temperature:3.2°F to 120•F(0°C to 49•C) FACP • . Relative humidity: 93% ± 2% RH (non-condensing) at 32•C ± • Keyswitch enables/disables.control switches and mechanically 2°C(90"F±3•F) -locks annunciator enclosure 5.375"(13.65 cm.)high x 6.875"(17.46 cm.)wide x 1.375"(3.49 • Keyswitch can be enabled or disabled at the FACP cm.)deep • Enclosure.supervised for tamper For use indoors.in a dry location • System status LEDs for AC Power,Alarm, Trouble, Supervisory, All connections are power-limited and supervised and Alarm Silence • Local sounder can be enabled.or disabled at the FACP. . . The ANN•BuS • ANN-80 connects to the ANN-Bus.terminal 'on .the FACP.and requires minimal panel.programming POWERING THE DEVICES ON THE ANN-BUS FROM AUXIL- • Displays device type identifiers, individual point alarm, trouble, IARYPOWER SUPPLY supervisory,zone,and custom alpha labels The ANN-Bus can be powered by an auxiliary power supply when • Time-and date display field the maximum number of ANN-Bus devices exceeds the ANN-Bus Surface mount directly to wall or to single, double, or 4" square power,requirements.See the FACP manual for more.information. electrical box ANN-BUS DEVICE ADDRESSING • Semi-flush mount to single, double, or.4" square electrical box. Each ANN-Bus device requires.a unique address(ID Number).in Use ANN-SB80KIT for angled view mounting- order to communicate.with the FACP.A maximum of.8 devices can . Can-be remotely located up to 6,000 feet (1,800 m) from the. be connected to the FACP ANN-Bus communication circuit.See the Panel FACP manual for more'information. • Backlight turns off during AC loss to conserve battery power but WIRE REQUIREMENTS:COMMUNICATIONS CIRCUIT . will turn back on if an alarm condition occurs • May be powered by 24 VDC from the.host FACP or by remote The ANN-80 connects to the FACP ANN-Bus communications cir-' power supply(requires 24 VDC) cuit.To determine the type of wire and the maximum wieing.distance • Up to eight ANN=80s can be connected on the ANN-Bus that can be used with FACRANN=Bus accessory modules, it is nec- essary to calculate the total Worst case current draw-for all modules on a single +.conductor.bus. The total worst.case current-draw is Controls and Indicators, calculated by adding the individual worst case currents for.each • AG Power module. • Alarm NOTE:For total worst case current draw_ on a single ANN=Bus.refer:to • Trouble appropriate FACP manual: DF-524170•3/15/2018—Page 1 of 2 WIRE REQUIREMENTS:POWER CIRCUIT Agency Listings and Approvals • 14 to 18 AWG(0.75-2.08 mm2)wire for 24 VDC power circuit is The listings and approvals below apply to the.ANN=80. In some acceptable..Power Wire distance limitation:is.set by 1'.2.volt maxi- cases, certain modules may not be listed by certain approval agen- mum line,drop form soulce'to.end of circuit: _ Gies, or listing may be in process. Consult factory for latest listing • All connections are power-limited and supervised. status. • A maximum of eight ANN-80 modules may be connected to this UL:S2424 circuit. • FM approved Ordeting Options • CSFM:7120-0075:0211 ANN-80:Red 80 character LCD Annunciator. RnEA;442-06-E - ANW8'O-W:White,80 character LCD:Annunciator. ANN-SB80KIT-R:'Red surface mount backbox with.angled wedge. ANN-SB80KIT-W: White surface mount backbox with' angled wedge.. Fire-Lite®Alarms is a registered trademark of Honeywell International Inc. ©2018 by.Honeywell International Inc.All`rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes.We try to keep our product information:up-to-date and accurate:. MIN IOO We cannot cover,all specific applications or anticipate all requirements. All specifications are subject to change without notice. 33 ENRINIERING&MANRfACTURINA For more information,contact Fire•Lite Alarms.Phone: 800 GV-3473,FAX: 877 699-4105. QUALITY-SYSTEMS Countryof Origin:USA www.firelite.com Page 2 of 2—DF-52417:D•3/15/2018 DF-61010:C SD365 Series,. FII'e-L1TUAWf'1'1S Addressable Photoelectric Smoke Detectors by Honeywell Addressable Devices The Fire•LiteO Alarms SD365(A),. SD365R(A), and SD365HT(A) intelligent plug-in smoke detectors are designed for both perfor- mance and aesthetics,.and are direct replacements for the SD355 Series. A new modern, sleek, contemporary design and enhanced optical sensing chamber is engineered to sense smoke produced by a wide range of combustion sources.in accordance with more strin- gent code standards. Exclusively for use with Fire-Lite's addressable fire alarm control panels, the SD365(A) Series point ID capability allows each detec- tor's address to be set with rotary,decimal address switches,provid Ing exact detector location.for emergency personnel to quickly locate : a fire during its early stages,potentially saving precious rescue time while also reducing property damage. Two LEDs on each sensor light to provide a local;visible sensor indication. The SD365(A) Series also offers 135°F (57°C) fixed temperature ��•'. thermal sensing on the SD365.T(A)and a remote test capable detec- tor on the SD365R(A) for use with DNR(A)/DNRW duct smoke \ detector housings. Features Plugs into separate base for ease of installation and maintenance SLC LOOP: Separate base allows interchange of photoelectric,ionization and • Two-wire SLC loop connection thermal sensors • Unit uses base for wiring OPTIONS: . • Compatible with LiteSpeedTm and CLIP protocol systems Optional relay,isolator,and sounder bases • Stable communication technique with noise immunity . Installation ADDRESSING: SD365 Series plug-ire intelligent smoke detectors use a detachable • Addressable by device base to simplify installation, service and maintenance. Installation • Rotary,decimal addressing instructions are shipped with each detector. (Refer to the Fire-Lite panel manuals for device capacity.) Mount detector base(all base types)on an electrical backbox which ARCHITECTURE is at least 1.5" (3.81,cm) deep. For a chart of compatible junction boxes,see DF 60059. • Sleek,low-profile;stylish design Unique single-source design to respond quickly and dependably NOTE:Because of.the inherent supervision provided by the SLC loop, • end-of-line resistors are not required. Wiring 'T-taps"or branches.are. to.a broad range of fires permitted for Class`B"wiring only. • Integral communications and built-in device-type identification When using relay or sounder bases, consult the 1300(A) installation • Built-in tamper resistant feature sheet 156-3626 for device limitations between isolator modules and isola- tor bases. • Remote test,feature from the panel • Walk test with address display(an address on 121 will blink the Construction detector LED: 12-[pause]-1(LiteSpeed systems only.) These detectors are constructed of fire-resistant plastic.The SD365 • Built-in functional test switch activated by external magnet Series plug-in intelligent smoke detectors are designed to commer- • Removable cover and insect-resistant screen for simple field cial standards and offer an attractive appearance. cleaning • Expanded color options Operation OPERATION:. Each SD365 Series detector uses one of the panel's addresses (total limit is panel dependent)on the Fire-Lite Signaling Line Circuit • Designed to meet UL 268 7th Edition (SLC).It responds to,regular polls from the control panel and reports • Factory preset at 1.5%nominal sensitivity for panel alarm thresh- . its type and the status..If it receives a test command from the panel old level (or a local magnet test),.it stimulates its electronics and.reports an • LED"blinks"when the unit is polled(communicating with the fire alarm: It blinks its LEDs when polled and turns the LEDs on when panel)and latches in alarm. commanded-by the panel. The SD365 Series offers:features and Low standby current performance that represent the'latest in smoke detector technology. MECHANICALS: Detector Sensitivity Test • Sealed against back pressure Each detector can have its sensitivity tested(required per NFPA 72, • SEMS screws for wiring of the separate base Chapter 14.on Inspection, Testing and Maintenance)when installed/ • Designed for direct-surface or electrical-box mounting connected to an Fire-Lite addressable fire alarm control panel.The results of the sensitivity test can be printed for record keeping. DF-61 OWL!5/26/20,20—Page 1 of 3 Product Line Information B200SA-WH:Same as B200S-WH,ULC listing NOTE:'WV"suffix indicates CLIP and LiteSpeed device. B206SA-IV:Same as B200S-IV,ULC listing NOTE:"A"suffix indicates Canadian version. B200SCOA-WH: White; Intelligent, programmable sounder base in (requiQ in SD365:White,low-profile intelligent photoelectric sensor,LiteSpeed Se9leshdetector applications Canada for ULC applications with CO only SD365A:Same as SD365 but with ULC listing B200SCOA-IV: Ivory .Intelligent, programmable sounder base in English/French (required in Canada for ULC applications.with CO SD365-IV: Ivory,low-profile intelligent photoelectric sensor Series detector applications, ULC listing SD365A-IV:Same as SD365-IV but with ULC listing B20OS-LF-WH: White, Low Frequency Intelligent, programmable sounder base. Produces a fundamental frequency of 520 Hz +/- SD365T:White,same as SD365 but includes a built-in 135°F(57C) 10%0.With.a.square wave or its equivalent; designed to meet the fixed-temperature thermal device,LiteSpeed only NFPA 72 sleeping space requirement.(CSFM:7300-1653.9238) SD365TA:Same as SD365T but with ULC listing. B200S7LF-IV: .Ivory, Low Frequency Intelligent,.-programmable SD365T-IV: Ivory, same as SD365T but includes a built-in 135-F ` sounder base. Produces a fundamental'frequency of.520 Hz +/- (57°C)fixed-temperature thermal device 10% with a square wave or its equivalent; designed to meet the NFPA 72 sleeping space requirement.(CSFM:7300-1653:0238) SD365TA-IV:Same as SD365T-IV but with ULC listing 9200SR-WH:White,.Intelligent.sounder base capable of producing SD365R: White, low-profile intelligent photoelectric sensor, remote sound output with ANSI Temporal 3 or continuous tone.Intended for test capable,for use,with DNR/DNRW,LiteSpeed only retrofit applications: (CSFM:7300-1653:0213) SD365RA: Same as SD365R but with ULC listing, for use with B200SR-IV: Ivory, Intelligent sounder base capable of producing DNRA sound output with ANSI Temporal 3 or continuous tone.Intended for SD365R-IV:Ivory,low-profile intelligent photoelectric sensor,remote retrofit applications. (CSFM:7300-1653:0213) test capable,for use with DNR/DNRW B200SRA-WH:Same as B200SR-WH with,ULC listing SD365RA-IV:.Same as SD365R-IV but with ULC listing,for use with B200SRA4V:Same as B200SR-IV in Ivory color,.ULC listing DNRA B200SR-LF-WH: White, Low Frequency Intelligent,.programmable INTELLIGENT BASES sounder base. Produces a fundamental frequency.of 520 Hz +/- . 10% with a.square-wave or its equivalent; designed.to meet the NOTE:For details on intelligent bases,.see DF-60059. NFPA.72 sleeping space requirement. Intended for retrofit applica- M00-6:White,6"base,standard flanged low-profile mounting base. tions.(CSFM:7300-1653:0238) (CSFM:7300-1653.0109) 19200SR-LF-IV: Ivory; Low.Frequency Intelligent, programmable B300-6-IV: Ivory,6" base, standard flanged low-'profile mounting sounder base. Produces a fundamental frequency of 520 Hz +/- base(CSFM:7300-1653:0109) 10% with a square wave or its equivalent; designed to meet the B300A-6:Same as B300-6,ULC listed NFPA 72 sleeping space requirement. Intended•for retrofit applica- tions.(CSFM.7300-1653.0238) B300A-6-IV'.Ivory, 6"standard flanged low-profile•mounting base, .ULC listed MOUNTING KITS AND ACCESSORIES "B300-6-BP: Bulk pack of B300-6,package contains 10 TR300:White,replacement flange for 621.OLP(A)base B501-WHITE: White, 4" standard European flangeless mounting TR300-IV: Ivory,replacement flange for B210LP(A)base base.UUULC listed(CSFM:7300-1653:0109) RA100Z(A): Remote LED annunciator.3-32 VDC. Mounts to a U.S. B501-BL: Black, 4" standard European flangeless mounting base. single gang electrical box. For use with B501(A)and B300 6(A).. UUULC listed(CSFM:7300-1653.0109) M02-04-00:Test magnet 121501=1V: Ivory color, 4" standard European flangeless mounting M02-09-00:Test magnet with telescoping handle base.UL/ULC listed(CSFM:7300-1653:010.0. CK300:Color Kit(includes cover and trim ring),white, 10-pack. B501-WHITE-BP:Bulk pack of B501-WHITE contains 10 6K300-IV:Color Kit(includes cover and trim ring),ivory, 10-pack. B224RB-WH:White,relay base(CSFM:7300-1653:6216) CK300-BL:Color Kit(includes cover and trim ring),black, 107pack B224RB-IV: Ivory,relay base(CSFM:7300-1653:0216) 6224RBA-WH:White,relay base',ULC listing B224RBA-IV:Ivory;relay base, ULC listing B224BI-WH:White,isolator detector base(CSFM:7300-1653:0216) B224BI-IV: Ivory isolator detector base.(CSFM:7300-1653:0216) B224BIA-WH:White,isolator detector base,ULC listing . B224BIA-1V: Ivory isolator detector base,.ULC listing B20OS-WH:White,Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses LiteSpeed protocol. (CSFM:7300-1653:0213) B20OS-IV: Ivory, Intelligent addressable sounder base capable of producing sound output in high or low volume with ANSI Temporal 3, ANSI Temporal 4,continuous tone,marching tone,and custom tone. Uses LiteSpeed protocol. (CSFM:,7300-1653:0213) Page 2 of 3—DF-61010:C•5/28/2020. . . SYSTEM SPECIFICATIONS Sensitivity: Listings and Approvals UL Applications:0.5%to 4.0%per foot obscuration. Listings and approvals below apply to the SD365 Series detectors. • ULC Applications:0.5%to 3.5%per foot obscuration': In some cases, certain modules may 'not' be.listed by certain Size:2:0"(51 mm)high;base determines diameter approval agencies,.or listing may be in process.Consult factory for latest listing status.. B300-6:6.1"(15.6 cm)diameter —.B501:4' (.10.2 cm)diameter UL./ULC Listing:S1059 For a complete list of detector bases see DF-60983 FM Approved CS FM:7272-6075:0502 Shipping weight:3.4.oz.(95 g) Operating temperature range: • SD365:32"F to 122°F(0°C to 50°C) • SD365T Series:32°F to 100°F(0°C to 38°C) • SD365R Series installed in a DNR/DNRW,-4°F to 158°F.(-20°C to 70°C) UL/ULC Listed Velocity.Range: 0-400.0 ft/min., (1219.2 m/m.in.), suitable for installation in ducts Relative humidity: 1.0%-93%.non-condensing Thermal ratings:fixed-temperature set point1350F(57°C), rate-of- rise detection 15°F(8.3°C)per minute;high temperature heat 190°F (88°C) ELECTRICAL SPECIFICATIONS Voltage range: 15-32 volts DC peak Standby current(max.avg.):200pA @ 24 VDC(o ne communica- tion every 5 seconds with LED enabled) Max current:4.5 mA @:24 VDC(".ON") DETECTOR SPACING AND APPLICATIONS Fire-Lite recommends spacing detectors in compliance with NFPA 72. In low airflow applications with smooth ceiling, space detectors 30 feet(9.1 m). For specific information regarding detector spacing, placement, and special applications refer to NFPA 72..A System Smoke Detector Application Guide,document SPAG91, is available at www.systemsensor.com. LiteSpeedTM is a trademark, and Fire-Lite® Alarms and System Sensor® are registered trademarks of Honeywell International Inc. ©2020 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. . This document is not intended to be used for installation purposes: 1S0 �oo W e try to keep ourproduct.information up-to-date and accurate We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without;notice. ENCINEMINI 8 MANRFACTORINC Q U A E E T Y SYSTEMS For more information,contact Fire-Lite Alarms.Phone:(800).627-3473,FAX:(87.7)699-4105. Country.of Origin:Mexico www.firelite.com Page 3 of 3—DF-61010:C•5/28/2020 DF-52013:D•E-100 BIG-:12LX FIM-LITUALarms Addressable Manual Pull Station by Honeywell Addressable Devices ,. General The Fire-Lite BG-12L•X is a.state-of-the-art, dual-action (i.e., requires two motions to activate the station) pull station that includes an addressable: interface (mounted. inside) for f Fire-Lite's addressable fire alarm control panels.(FACPs) Because the BG-12LX is, addressable, the-control panel,can display the.exact location of the activated manual station.This leads fire personnel quickly to the location of the alarm. Features PUSH IN Maintenance personnel can open station for inspection and. PULLD• WN address.setting without causing an alarm condition. • Built-in bicolor LED;'which is visible through the handle of the station,flashes in normal operation-and latches steady red when in alarm. • Handle latches in down position and the word"ACTIVATED'! appears to clearly indicate thestation.has been operated. • Captive screw terminals wire-ready for,easy connection to SLC loop(accepts up to 12 AWG/3.25 mm2 wire). • Can be surface mounted (with SB-10 or SB-1/0) or semi= flush. mounted. Semi-flush mount to a standard single- a gang,double-gang,or 4"(10.16 cm).square electrical•box. . • Smooth dual-action design.. Meets ADAAG controls and operating mechanisms guide- LL lines (Section 4.1.3[13]); meets ADA requirement for 5 lb. maximum activation force. • Highly visible. usually needed for.semi-flush mounting with 4• (10.16 cm) or Attractive shape and textured finish. double-gang boxes(not with single-gang boxes). • Key reset.. Operation • Includes Braille text on station handle. Optional trim ring.(BG12TR). Pushing in,then pulling downon'the handle causes.it to latch in the down/activated.position.Once latched,the word"ACTT- Meets-UL 38,.Standard for Manually Actuated Signaling VATED" (in bright yellow).appears at the top-of the handle, Boxes. while a portion of the handle protrudes from the bottom of the station.To reset the station,simply unlock the station with the Construction . key and pull the door open.This action resets the handle;clos Shell, door, and handle are molded of durable polycarbonate ing the door automatically resets the switch. material with a textured finish. Each manual station, on command from the control panel, sends data to the panel representing the state of the manual Specifications switch.Two rotary decimal switches allow address.settings (1 —159 with Breakaway.Tab removed for MS-9600 Series,1— Shipping.Weight:9.6,oz.(272.15:g) 99 and MS-92000DLS,1 —50.for MS-9050UD). Normal operating voltage:24 VDC: • Maximum SLC loop voltage:28.0 VDC. Architectural/Engineering Maximum SLC standby current:375 NA. Specifications • Maximum SLC alarm current_:5 mA:. Manual Fire Alarm Stations shall be.non-coded, with a key-. • Temperature Range:32°F to 120°F(0°C to 49°C) operated reset lock in order that they may be tested, and so • Relative Humidity:10%to 93%(noncondensing) designed that after actual Emergency Operation,they cannot: be restored to normal except by use of a key.An operated'sta- • For use indoors in a dry location tion shall automatically condition itself so as to be visually detected as activated.Manual stations shall be constructed of Installation i red=colored polycarbonate material with clearly visible operat- :The BG-12LX will mount semi-flush into a single-gang;double ing instructions provided on the cover. The word FIRE.shall. gang,or standard 4"(10.16.cm)square electrical outlet box,or appear on the front of the stations in white letters, 1:00.inches will surface mount to the model SB-10 or SB-1/0 surface back- (2.54 cm) or larger. Stations shall be suitable for surface box. If the 136-12LX is being.semi-flush mounted, then the mounting on matching backbox SB-10.or SB-I/O;.orsemi-flush optional trim ring (BG12TR) may be used. The BG12TR is mounting on . a standard . single-gang, double-gang, or 4. (10.16 cm):square electrical ,box, and shall be, installed . DF-52013:D!4/13/2012—Page 1 of 2 within the limits defined by the Americans with Disabilities Act (ADA) or per national/local requirements. "Manual Stations shall be Underwriters Laboratories listed. Manual stations shall connect with two wires to one of the con- trol panel SLC loops.The manual station shall, on command from the control panel,send data to the panel representing the state of-the manual switch. Manual stations shall provide address setting by use.of.rotary decimal switches. Product Line Information BG-12LX:"Dual-action addressable pull station. Includes key locking feature. (Listed for Canadian and non-Canadian appli- cations.) . SB-10:Surface backbox;metal. SB-1/0:Surface backbox;plastic. BG12TR:Optional trim ring.. 17003:Keys,set of.two. Agency Listings and Approvals In some cases, certain modules or applications may not be listed by certain approval agencies; or listing may be in pro- cess.Consult factory for latest listing.status. • UUULC Listed: $711 (listed for Canadian and non-Cana- than applications). • MEA:67-02-E. • CSFM:7150-0075:0184. • FM Approved. Patented:U.S. Patent No. D428,351; 6,380,846; 6,314,772; 6,632,108. FireLite®Alarms®is a registered trademark'of Honeywell International Inca ©2012 by Honeywell International Inc:All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes: 'SO. 9001 We_try to keep our product information up-to-date and accurate. We cannot cover all specific applications or anticipate all requirements. B llilaFmNO&MIWUFACTII81NG All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S.A. For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. www.firelite.com Page 2 of 2—DF-52013:1)•4/13/2012 SYSTEM SENSOR® � s � ov Indoor Selectable- Output Horn s Strobes, and i - Horn Strobes for Wall Applications System Sensor L-Series audible visible notification 1 44i r.. products are rich with features guaranteed to cut - ` installation times and maximize profits with lower current draw and modern aesthetics. Features • Updated Modern Aesthetics The System Sensor L-Series offers the most versatile and • Small profile devices for Horns and Horn Strobes easy-to-use line of horns,strobes,and horn strobes in the industry • Plug-in design with minimal intrusion into the back box with lower current draws and modern aesthetics.With white and red plastic housings,standard and compact devices,and plain,FIRE, • Tamper resistant construction and FUEGO-printed devices,System Sensor L-Series can • Automatic selection of 12-or 24-volt operation at.15 and 30- meet virtually any application requirement. candela • Field-selectable candela settings on wall units: - The L-Series line of wall-mount horns,strobes,and horn strobes 15,30,75,95,.110,135,and 185 include a variety of features that increase their application versatility • Horn rated at 88+dBA at 16 volts while simplifying installation.All devices feature plug-in designs • Rotary switch for horn tone and two volume selections with minimal intrusion into the back box,making installations fast and foolproof while virtually eliminating costly'and time-consuming • Mounting plate for all standard and all compact wall units ground faults. •. Mounting plate shorting spring checks wiring continuity before device'installation To further simplify installation and protect devices from construction Electrically compatible with legacy SpectrAlert and SpectrAlert damage,the L-Series utilizes a universal mounting plate for all Advance devices models with an onboard shorting spring,so instaliers can test wiring • Compatible with MDL3 sync module continuity before the device is installed. • Strobes and Horn Strobes listed for wall mounting only Installers can also easily adapt devices to a suit a wide range • Horns listed for wall or ceiling,use of application requirements using field-selectable candela settings, automatic selection of 12-or 24-volt operation,and a rotary switch for horn tones with two volume selections. Agency Listings SIGMALIHO LISTED APPROVED S5512 FM approved except 7125-1653:0504 - S4011 for ALERT models 7135-1653:0503 3057383,3057072 AVDS865-05.2l22l2018•Page 1 L-Series Specifications Arch itect/Eng ineer Specifications General L-Series standard horns,strobes,and horn strobes shall mount to a standard 2 x 4 x 17/e-inch back box,4 x 4 x 11/2-inch back box,4-inch octagon back box,or double-gang back box.L-Series compact products shall mount-to a single-gang 2 x 4 x 17/8-inch back box..A universal- mounting plate shall be used for mounting ceiling and wall.products for all standard models and a.separate universal mounting plate shall be used for mounting wall compact models.The.notification appliance circuit wiring shall terminate at the,universal mounting plate.Also,L-Series products,when used with the Sync•Circuif"'Module accessory,shall be powered from a non-coded notification appliance circuit output and'shall operate on a nominal 12 or 24 volts.When used with the Sync•Circuit Module,12-volt-rated notification appliance circuit outputs shall operate between 8.5 and 17.5 volts;24-volt-rated notification appliance circuit outputs.shall operate between 16,5.and.33 volts.Indoor L-Series products shall operate.between 32.and 120:degrees Fahrenheit from a regulated DC or full-wave rectified unfiltered power-supply. Strobes and horn strobes shall have field-selectable candela settings including 15,30,75,95,110,135,and 185. Strobe The strobe shall be a System Sensor L-Series:Model listed to UL 1971 and shall be approved-for fire protective service.The strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements:for visible signaling appliances,flashing at 1 Hz over the strobes entire operating voltage range.The strobe light'sliall consist of a xenon.flash tube and associated lens/reflector,system. Horn Strobe Combination The horn strobe shall be a System Sensor L-Series Model listed to UL 1971 and UL 464 and shall be approved for fire protective service.The horn strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling appliances;flashing at 1 Hz over the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/ref lector system:The horn shall have two audibility options and an option to switch between a temporal.three pattern and a non-temporal(continuous)pattern.These options are set by a multiple position switch.The horn on horn strobe models shall operate on a coded or non-coded power supply. Synchronization Module The module shall be a System Sensor Sync*Circuit model MDL3 listed to UL 464 and shall be approved for fire protective service.The module shall synchronize Strobes at 1 Hz and,horns at temporal three.Also,while operating the strobes,the module shall silence the horns on.horn strobe models over.a single pair of wires.The module shall mount-to a 411/16 x 41'/16 x-21/8-inch back box.The module shall also control two Style Y(class B)circuits or one Style Z'(class A)circuit.The module shall synchronize multiple zones.Daisy chaining two or more synchronization modules together will synchronize all the zones they control.The module shall not operate on a coded power.supply. Physical/Electrical Specifications Standard Operating Temperature 320F to I20OF(0°C to 490C) Humidity Range 10 to 93%non-condensing Strobe Flash.Rate 1 flash per second Nominal Voltage Regulated 12 DC or regulated 24 DC/FWR1 Operating Voltage Range2 8 to 17.5 V(12 V nominal)or 16 to 33 V(24 V nominal) Operating Voltage Range MDL3 Sync Module 8.5 to 17.5 V(12 V nominal)or 16.5 to 33 V(24 V nominal) Input Terminal WIre.Gauge 1 12 to 18 AWG Wall-Mount Dimensions(Including lens) 5.6"L x 4.7"W x.1.91"D(143 mm L x 119 mm W x 49'mm D) Compact Wall-Mount Dimensions(including lens) 5.26".L x 3.46"W x 1,91"D(133 mm L x 88 mm W x 49 mm D), Horn Dimensions 5.6"L x 4.7"W x 1.25"D(143 mm.L x 119mm W x 32 mm D) Compact Horn Dimensions 5.25"L x 3.45"W x 1.25'D(133 mm L x 88 mm W x 32 mm D) 1.Full Wave.Rectified(FWR)voltage is a non-regulated,time-varying power source that.is used on some power supply and panel.outputs. 2.Strobe products will operate at 12 V nominal only for 15 cd and 30 cd. AVD$865-05-2/22/2018-Page 2 UL Current Draw Data UL Max.Strobe Current Draw(mA RMS) UL Max.Horn Current Draw(rnA RMS) 8-17.5.Volts 16-33 Volts 8-17.5 Volts 16-33 Volts Candela DC DC FWR Sound Pattern dB DC DC FWR Candela 15 . 88 43 60 Temporal High 39, 44 54 Range 30 143 63 83 'Temporal Low 28 32 54 75 N/A 107 136 Non-Temporal High 43 47 54 95 N/A 121 155 Non-Temporal Low 29 32 54 110 N/A 148 179 3.1 KHz Temporal High 39 41 54• 135 N/A 172 209 3.1 KHz Temporal Low 29 32 54 185 N/A 222 257 3.1 KHz Non-Temporal High 42 43 54 3.1 KHz Non-Temporal Low 28 29 54 Coded High 43 47 54 3.1 KHz Coded High 42 43 54 UL Max.Current Draw(rnA RMS),Wall Horn Strobe, 8-17.5 Volts 16-33 Volts DC Input 15cd 30cd 156d 30cd 75cd 95cd 110cd 135cd 185cd Temporal High 98 158 54 74 121 142 162 196 245 Temporal Low 93 154 44 65 111 133 157 184 235 Non-Temporal High 106 166 73 94• 139 160 182 211 262 Non-Temportai Low 93 156 51 71 119 139 162 190 239 3.1 K Temporal High 93 156 53 73 119 140 164 190 242 3.1K Temporal Low 91 154 45 66 112 133 160 185 235 3.1K Non-Temporal High 99 162 69 _ 90 135 157 ' 175 208 261 3.1 K Non-Temporal Low 93 156 52 72 119 138 162 192 242 161-33 Volts. FWR Input 15cd 30cd 75cd 95cd 110cd 135cd 185cd Temporal High.. 83 107 156 . . 177 198 234 287 Temporal Low 68 91 145 165 185 223 271 Non-Temporal High 111 135 185 207 230 264 316 Non-Temportal Low 79 104 157 175 197 235 283 3.1 K Temporal High 81 105 155 177 196 234 284 3.1 K Temporal Low 68 90 145 166 186 222 276 3.1K Non-Temporal High 104 131 177 204 230 264 326 3.1K Non-Temporal Low 77 102 156 177 199 234 291 Horn Tones and Sound Output Data StrobeHorn and Horn • .: 8-17.5 1643 Switch Volts Volts Position Sound Pattern dB DC DC FWR 1 Temporal High 84 89 89 2 Temporal. Low 75 . 83 83 3 Non-Temporal High 85 90. . . 90 4 Non-Temporal Low • 76 84, 84 5 3.1 KHz Temporal High• 83 88 88 6 3.1 KHz Temporal Low 76 82 82 7 3.1 KHz Non-Temporal High 84 89 89 8 3.1 KHz Non-Temporal Low 77 83 83 9* Coded High 85 90 90 10* 3.1 KHz Coded High 84 89 89 Settings 9 and 10 are not available on 2-wire horn strobes.Temporal coding must be provided by the NAC.If the NAC voltage is held constant,the horn output remains constantly on. AVDS865-06 2/22/2018•Page 3 L-Series Dimensions t91' .3A6' 48.5 mm B8 nlm t25' 3.57, 1.55' B9 ntm t25' - 32 mm .(9.1 cm)' - ' (3.9 cm) . 32 mm 5.38' O 1339mm 5.2T" 1 1011 81 (13.7 cm) 133.9 mm. 11111111/ 11111 O A0548-00 A0547-00 A0557-00 Compact Strobe,Horn Strobe Compact Horn Compact Wall Surface Mount Back Box SBBGRL,SBBGWL 4.70° (11.94 cm) 1.91° 4.7' 4 85 cm t25' 4.92'' (' ) 119 mm 32 mm (12.24 cm) (4.6969 cm) UP (3.18 mm) ICZ •9.78°5.67' 5.67' ;14(14.4 cm) 144 mm 11 11 1=lili==�1= o .A0550-00 A0549-00 A0554-01 Strobe,Horn Strobe Horn Wall Surface Mount Back Box. SBBRUSBBWL L-Series Ordering Information Model DModel Description escription Horn Strobes Horns* P2RL 2-Wire,Horn Strobe,Red HRL* Horn,Red P2WL 2-Wire,Horn Strobe,White HWL*' 'Horn,White P2GRL 2-Wire,Compact Horn Strobe,Red HGRL* Compact Horn,Red P2GWL 2-Wire,Comp 2 fils act Horn Strobe,White. HGWL* Cornpact Horn,White P2RL-P 2-Wire,Horn Strobe,Red,Plain Accessories P2WL-P 2-Wire,Horn Strobe,White,Plain TR-2 Universal Wall Trim Ring Red P2RL-SP 2-Wire,Horn Strobe,Red,FUEGO TR-2W, Universal Wall Trim Ring White P2WL-SP 2-Wire,Horn Strobe;White,FUEGO . SBBRL Wall Surface Mount Back Box,Red P4RL 4-Wire,Horn Strobe,Red SBBWL Wall Surface Mount Back Box,White P4WL 4-Wire,Horn Strobe,White SBBGRL Compact Wall Surface Mount Back Box,Red Wall Strobes SBBGWL Compact Wall Surface Mount Back Box,White SRL, Strobe,Red SWL Strobe,White SGRL Compact Strobe,Red SGWL Compact Strobe,White. SRL-P Strobe,Red,Plain SWL-P Strobe,White,Plain SRL-SP Strobe,Red,FUEGO SWL-CLR-ALERT Strobe,White,ALERT Notes: All-P models have a plain housing(no"FIRE"marking on cover). All-SP models have"FUEGO"marking on cover. 'All-ALERT models have"ALERT"marking on cover. *Horn-only models are listed for wall or ceiling use. SYSTEM 3825 Ohio Avenue•St.Charles,IL 60174 @20i8 System Sensor. SENSOR Phone:800 SENSOR2•Fax:630-377-6495 Product current product tinns srmati to change withoutthe ltestve.Visit sionofyhis datnsorcorn heet. 4' for current product information,to including the Iffiest version of this data sheet. www.systemsensor.com AVDS865-05.2/2 212 0 1 8 df-60379:A1 •E-400 CRF-300(A) FIre•LITUALarms Relay Module by Honeywell Addressable Devices General The CRF-300(A)Addressable Relay Module provides the sys- tem with a dry-contact output for activating a variety of auxil- iary devices, such as fans,door holders,dampers, control equipment, etc. Addressability allows the dry contact to be activated through panel programming,on a select basis. LiteSpeedTM is a communication protocol developed by Fire•Lite Engineering that greatly enhances the speed of com- munication between analog intelligent devices. Intelligent devices communicate'in a grouped fashion. If one of the devices within the group has new information,the panel CPU ,9•�, NC,„,] stops the.group poll and.concentrates on single.points. The ,�w•91 '"'" net effect is response speed greater than five times that ofN1. other designs. „ Features + Built-in type identification automatically identifies these devices to the control panel. M • Internal circuitry and relay powered directly by two-wire .SLC loop. • Integral LED "blinks" green each time a communication is CRF-300(A) received from the control panel and turns on in steady red. when activated. • High noise immunity(EMF/RFI). • Wide viewing angle of LED. • SEMS screws with clamping plates for wiring ease. Specifications • Direct-dial entry of address:-01-159 for MS-9600(A)series Normal operating voltage: 15 to 32 VDC. .panels,01 —99 on MS-92000DLS,(A)and MS-9050UD(A). Maximum SLC current draw: 6.5 mA(LED on). Applications .Average operating current: 230 pA direct poll(CLIP mode), 255 pA group poll(LiteSpeed mode)with LED flashing. The CRF-300(A)may be programmed to operate dry contacts EOL resistance: not used. for door holders,Air Handling Unit shutdown,etc.,and to reset four-wire smoke detector power. Temperature range: 32°F to 120°F(0°C to 490C). Humidity range: 10%to 93%non-condensing. Construction Dimensions: 4.5" (11.43 cm) high x 4" (10.16 cm).wide x • The face plate is made of off-white heat-resistant plastic. 1.25" (3.175 cm) deep. Mounts to a 4" (10.16 cm) square x • Controls include two rotary switches for direct-dial entry of 2.125"(5.398 mm)deep box. address setting. Relay Contact Ratings • The CRF-300(A)is configured for a single Class B(Style Y) or Class A(Style Z)Notification Appliance Circuit. Maximum Current • The CRF-300(A) provides two Form-C dry contacts that Load Description Application Voltage Rating switch together. Resistive Non-Coded 30 VDC 3.0 A Operation Resistive Coded 30 VDC 2.0 A Each CRF-300(A)uses one of the addresses on a SLC loop.It Resistive Non-Coded 110 VDC 0.9 A responds to regular polls from the control panel and reports its Resistive Non-Coded 125 VAC 0.9 A type and status, including the open/normal/short status of its Notification Appliance Circuit(NAC).The LED blinks with each Inductive(L/R=5ms) Coded 30 VDC 0.5 A poll received.On command,it-activates its internal relay., Inductive(L/R=2ms) Coded 30 VDC . 1.0 A NOTE:Operi/short supervision is suspended with the CRF-300. Inductive(PF=0.35) I Non-Coded 125 VAC 0.5 A Rotary switches seta unique address for each module. The address may. be set before or after mounting. The built-in TYPE CODE(not settable)will identify the module to the con- trol panel,so as to differentiate between a control module and a relay module.. df-60379:A1•08/04/09—Page 1 of 2 Agency Listings and Approvals, In some cases, certain modules may not be listed by certain approval agencies, or listing may be in process. Consult fac- tory for latest listing status. • UL:S2424 • ULC:S2424 ..FM approved • CSFM:7300-0076:185 • MEA:72-01-E Product Line Information CRF-300(A). Intelligent addressable relay.module. Intelligent addressable relay module,ULC.listed model. SMB500:Optional surface-mount backbox. NOTE: For installation instructions, see document 156-1190-005 and refer to the SLC Wiring Manual,document 51309. LiteSpeedT.m is a trademark and Fire-Lite®Alarms is a'registered trademark of Honeywell International Inc. ©2009 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for instal lation'purposes. Is O 9001 We try to keep our product information up-to-date and accurate.- We cannot cover all specific applications or anticipate all requirements. ENGINEEMNi 8 MANIIFACHIMN6 All specifications are subject to change without notice. QUALITY SYSTEMS Made in the U.S.A. For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. www.firelite.cdm Page 2 of 2—df-60379:A1!08/04/09 7 F _py HW , .TG:F$ ,_V CLSS-Enabled 5G/LTE-M.Commercial Fire Alarm Communicators for AT&T° and Verizon° The dialer capture solution to'connect commercial fire. systems to central monitoring stations: and the .CLSS Cloud., . Enabled by cooperation between Telguard°and Honeywell ,the HW-TG7 Fire Series starts with Telguard's modelTG-7FS and adds the powerful capabilities of Honeywells Connected Life Safety Services(CLSS)Cloud: Operating on LTE-M networks,for 5G longevity;lower power consumption,better i'n- building penetration;and cbmpliantwith 20i9 and earlier editions of NFPA 72,the CLSS LTE-M Fire Communicator.can serve as the sole. communication path.For existing installations,all landlines dedicated to the master control unit can be replaced with a single _ CLSS LTE-M Fire Communicator because of its 5 or 60-minute supervision modes. HONEYWELL CONNECTED LIFE SAFETY SERVICES(CLSS) Honeywell CLSS is an innovative,all-in-one cloud platform that enables systems integrators and facilities managers to deliver an,enhanced fire safety service,while maximizing the performance efficiencies offered byHoneywell's trusted detection'and alarm systems.The CLSS platform enables users to: •Get a"bird's eye"view of all accounts. •Obtain real-time information on event-generation,enabling diagnosis before dispatch •Conduct tests and inspections using a mobile app(available in select markets), •Provide end users with multi-site asset information and event alerts -TELGUARD INTERNET.PORTAL Telguard makes adopting cellular easy with a secure internet portal.that provides total account management of UL-listed Telguard cellular alarm communicators.Quickly access Telguard-based services 24/7. TELGUARD CELLULAR SERVICE. TU Q C�-LA Ca ED BY Telguard Cellular Service provides AT&T and Verizon°5G/.LTE-M network coverage for all ,bON ELL FORI.- � Telguard units.In Canada,cellular service may be provided by Rogers'"',Bell',TELUS°,or A powerful software platform that SaskTel''.Teiguard's Communication Center is UL compliant and provides seamless enables Honeywell to.provide real- SaskTeL.Telguard's Communication Center is UL compliant and provides seamless station. time data and intelligence in its Telguard technical support provides a single point of contact for both cellular service and . Telguard product questions. applications for connected buildings. FEATURES AND BENEFITS Integration with CLSS enables Minimizes false alarms by providing dual Two programmable supervisory trip monitoringof event transmission data& paths for self-tests outputs managementof device inventory from the Falls back to 3GAG if.an LTE network is not Allows full data reporting for unlimited CLSS mobile app and web portal(available available,for extended network coverage . point-to-point signal details and maximum only'when using Contact ID and point- 60-or 5-minute cellular'supervision transmitting power for superior in-building based reporting) available;180-seconds available in Canada penetration • Alarm format support for contact ID, Telephone line monitor built-in:with SIA2pulse(3x1,42),modem lie,IIIa,and standard line security. DMP • Automatic self-test(daily or 6-hour) • Certified for use on the AT&T and Verizon • Available relay output for tripping LTE networks. the alarm control panel when a �� • Meets UL 864 requirements for sole trouble condition occurs XT& primary or backup path communications Locking,red metal enclosure Honeywell I TE LG uAR D. AM W HW-TG7FS-A/ HW-TGFS-VTECHNICAL SPECIFICATIONS ELECTRICAL EXDL-0:External Omnidirectional LTE , Power Consumption,Standby: An - , Properties,L.P. • 18mA @ 24VDC TP-PEM:Power&Expansion Module x power from FACP toTG- Bell- - • • 40mA @ 12VDC (supports 24V au 7FS and multiple inputs) Bell Canada. Transmit: • 110mA @ 24VDC STANDARDS AND CODES Hone ONEYWELL • 20mA 4 12VDC UL Listings: •' registered trademarks • 864:Control units and accessories for fire. of Hone tt International, PHYSICAL alarm systems Rogers'0 is a trademark of Rogers • Dimensions:7.5"(190.5 mm)H x 11.5'(292 . 365:Police Station connected burglar Communications mm)W x 3.5"(89 mm)D alarm units and systems. • Shipping Weight:6.5 lbs/2.95 kg . 1610:Central station burglar alarm units; SaskTet'is a trade Operating Environment:32°F(0°C)to Line security services 1220F(50°C);up to_95%humidity S304.Canadian commercial burglary alarm - ' is a registered -•" (noncondensing) systems of ' ' • RADIOTRANSCEIVER S559r Equipment for fire signal receiving of'• Transmit Power:200 mW in all bands centres and systems registeredof • LTE Bands:2,4&17 *In Canada,cellular data maybe carried by the TELUS Corporation. • 36 Bands:-2&5 Rogers,Bell,TEL.US,or SaskTel. • Antenna:9'dipole with 2dBi gain 12-ft of. registered •- ' cable and universal mounting bracket. Visit www.telguard.corn for the most current Verizon Trademark Services LLC. • FCC:Part 15,22,24,27 and 68 compliant product listings. This documentnot - •-•to be ORDERING INFORMATION. used for installationpurposes.We tryto keep our product info,ri-nation HW-TG7FS-A:CLSS 5G/LTE-M Fire Communicator for AT&T up-to-date 'accurate. ' HW-TG7FS-V:CLSS,5G/LTE-M Fire cover all specific applications or Communicator for Verizon •- • •change Accessories Available from Telguard: • Low Loss,High Performance Cables: -ACD-12:12 ft(3.7m) i Countryof• • -ACD-35:35 ft(10.7m) -ACD-50:50 ft(15.2m) -ACD-100:100 ft(30.5m) • HGDL-0:Hiah Gain Directional LTE Dealers& Technicians Honeywell. CLSS Facility Managers 5G LTE-M TelguardA Ica Network Communication . ' Center FACP CLSS 5G/LTE-M ' Central Emergency Fire Communicator Station Fire Response Landline(Optional) Honeywell International,Inc. www.fire.honeywell.com p QT� Tel HON-621441 A l 06/22 guard Honeywell I ► www.teigUard.com T E L G U A R D . . @2022 Honeywell International Inc. AM IC DF-60953:C ES-50X FlrGphl'TeWarms Intelligent Addressable FACP with Communicator by Honeywell Addressable General The ES-50X is the latest intelligent addressable fire alarm control panel (FACP)from Fire-Lite Alarms and is a direct replacement for the MS-9050UD/LS. The ES-50X comes-*with a pre-installed communi-cator and supports up to 50 addressable devices in any combination of detectors or modules. With an extensive list of powerful features, the ES-50X programs just like Fire-Lite's other addressable panels, yet fits into applications previously served only by conventional panels.. The pre-installed (POTS-COM is a dual technology (POTS.and IP) - - -communicator.The POTS transmits system status(alarms,troubles, AC loss, etc.)to a Central Station via the public switched telephone network.The IP communicator's internet monitoring capability sends alarm signals.over.the Internet saving the monthly cost of two dedi- cated business telephone lines. Although not required, the second- ary telephone line may be retained providing backup communication over the public switched telephone line.Optional cellular reporting is available using.the CELL-MOD or CELL-CAB-FL. Remote and local programming of the control panel is possible using the FS-Tools Upload/Download utility. Programming'databases can be uploaded/downloaded via the panel's USB port(and USB cable) or via an ethernet connection using the IPOTS-COM communicator. The USB port also allows for the download or upload of the entire program-, history file,walk-test data, current status and system volt- Maintenance alert warns when smoke detector dust accumula- ages by means of a USB flash drive. tion is excessive The power supply.and,all electronics are contained on a circuit One-person audible or silent walktest with walktest log&printout board supported on a new quick install chassis and housed in a System alarm verification selection per detector point metal cabinet. Available accessories include local and remote PAS (Positive Alarm Sequence) and Pre-signal per point (NFPA upload/download software, remote annunciators, and reverse polar- 72 compliant) ity/city box transmitter(4XTMF). Up to 16 ANN-BUS annunciators-8 per each ANN-Bus Features Remote Acknowledge, Alarm Silence, Reset and Drill via • Listed to UL Standard 864, 10th edition addressable modules or remote annunciator • Pre-installed IPOTS-COM Ethernet IP and POTS(Plain Old Tele- Upload/Download of program and data via USB with optional FS- phone Service)Central Station Communicator Tools Programming Utility • Optional CELL-MOD or CELL-CAB-FL GSM Central Station SLC COMMUNICATION LOOP Communicator overAlarmNet® • Supports LiteSpeedTm and CLIP protocols • Compatible with SWIFTS wireless devices • .SLC operates up to 10,000 ft. (3,000 m)in LiteSpeed mode with Auto-programming. (learn mode) reduces . installation time. twisted,unshielded wire Reports two devices set to the same address • Single addressable SLC loop which meets NFPA Class B and • Two independently programmable, built-in Style Z (Class A) or Class A requirements Style Y(Class B)NAG circuits • 50 addressable device capacity(any combination of addressable • Selectable strobe synchronization for System Sensor,Wheelock, detectors and modules) and Gentex devices Compatible with Fire-Lite's addressable devices.(refer to .the • Notification Appliance Circuit.End of Line resistor matching SLC Wiring Manual) • Four programmable function keys for ease of maintenance NOTIFICATION APPLIANCE CIRCUITS(NACS) • Two programmable relays and one fixed trouble relay Two independently programmable output circuits.Circuits can be • Built-in Programmer configured for the following outputs: • .Integral 80-character LCD display with backlighting —Style Y(Class B) • Real-time.clock/calendar with automatic daylight savings control _Style Z(Class A) • History file with 1,000 event capacity Silence Inhibit and Autosilence timer options • Addressable sounder base Continuous, March Time, Temporal, or California code for main • Multi-criteria detector,(smoke,. heat, CO) with programmable circuit board NACs with two-stage capability response • Selectable strobe synchronization per NAG • Control module delay timer • 2.5 A special application,250mA regulated,total power for NACS • Automatic detector sensitivity testing(NFPA 72 compliantI NOTE:Maximum or total 24VDC system power shared between all NAC • Automatic device type-code verification circuits and the ANN-BUS is 2.7 A • Point trouble identification PROGRAMMING AND SOFTWARE • WaterFlow selection per module point • Alarm verification selection per-detector point Autoprogramming(learn mode)reduces installation time DF-60953:C•7/16/20.18—Page 1 of 4 • Custom English labels (per point)may be manually entered or OPTIONAL MODULES selected from an internal library file 4XTMF.Reverse Polarity Transmitter Module: Provides a super- Two programmable Form-C relay outputs. vised output for,local energy municipal box transmitter, alarm and • 50 software zones trouble..Includes a'disable switch and disable trouble LED. • Continuous fire protection during online programming • Program Check automatically catches common errors not linked COMPATIBLE ANNUNCIATORS to any zone or input point ANN-80: Remote, red LCD annunciator mimics the information,dis- • OFFLINE PROGRAMMING: Create the entire program in .your. played.on the FACP LCD display. Recommended wire type is un- office using FS-Tools,a Windows&based software,package,and shielded. upload/down load.system programming locally. Offline program- ANN-100: Remote LCD annunciator,mimics the information dis- ming requires an ethernet connection. FS-Tools is available on played on the FACP LCD display. Recommended wire type is un- www.firelite.com. shielded.For use in FM applications only. User interface ANN-1/6: LED Driver Module provides connections to a user sup- LED INDICATORS plied graphic annunciator. (See DF-52430.) ANN-LED:Annunciator Module provides three LEDs for each zone: • Fire Alarm(red). Alarm,Trouble,and Supervisory.Ships with red enclosure.(See DF- • CO Alarm(red) 60241.) • AC Power(green) ANN-RLED:Provides alarm(red)indicators for up to 30 input zones • Supervisory(yellow.) or addressable points. (See DF-60241.) • Trouble(yellow) ANN-RLY:Relay Module provides 10 programmable Form-C relays. • Ground fault(yellow) Can be mounted inside the cabinet.(See DF-52431.) • .Battery fault(yellow) ANN-S/PG: Serial/Parallel Printer Gateway module provides a con- nection for a serial.or parallel.printer.(See DF-52429.) • Disabled(yellow) ADDRESSABLE DEVICES • Maintenance(yellow) • Communication(yellow) All feature a polling LED and rotary switches for addressing. • Alarm Silenced(yellow) SD365:Addressable low-profile photoelectric smoke detector. Lite- • F1-F4 Programmable Function Keys(yellow) Speed only.. SD365=1V: Addressable low-profile photoelectric smoke detector. KEYPAD Ivory.LiteSpeed.and CLIP mode. • 16 key alpha-numeric pad SD365T:Addressable low-profile photoelectric smoke detector with • Acknowledge thermal sensor.LiteSpeed only. • Alarm Silence SD365T-IV: Addressable low-profile photoelectric smoke detector • .Drill(Manual Evacuate) with thermal sensor. Ivory.LiteSpeed and CLIP mode. • Four programmable function.keys SD365R: Remote test capable addressable photoelectric smoke detector for use with DNR(W)duct detector housing.LiteSpeed only. • Reset(lamp test) SD365R-IV: Remote test capable addressable photoelectric smoke Product Line Information detector for use.with DNR(W) duct detector housing. Ivory. Lite- Speed and CLIP mode. Includes Addressable,Fire Alarm Control Panel with one SLC loop. H365: Low-profile 135.°F fixed thermal sensor.LiteSpeed only. ncludess main circuit board with display, pre-installed (POTS-COM communicator,-chassis with transformer, backbox with door,.plastic H3654V: Low-profile 135°F fixed thermal sensor. Ivory. LiteSpeed bag containing screws,cables,key,etc. (For ES-50XC,refer to DF- and CLIP mode. 60954.) H365R: Low-profile; intelligent, rate-of-rise thermal sensor. Lite FS-Tools: Programming software for Windows&based PC com- Speed only. puter.Available for download at www.firelite.com. H365R-IV: Low-profile, intelligent, rate-of-rise thermal sensor. Ivory. CELL-CAB-FUCELL-MOD:Optional GSM communicators. LiteSpeed and CLIP mode. IPOTS-COM: Dual technology (POTS and IP) communicator. H365HV Low-profile intelligent 190°F/889C fixed thermal sensor. (replacement board) LiteSpeed only. DP-ES-R:Optional dress panel for the ES-50X. H365HT-IV: Low-profile intelligent 190•F/88°C fixed thermal sensor. TR-CE:Optional trim ring for semi-flush mounting. Ivory. LiteSpeed and CLIP mode. BB-2F:Optional cabinet for one or two modules. Legacy Devices BB-6F: Optional cabinet for up to six modules mounted-on CHS-6 SD355:Addressable low-profile photoelectric smoke detector. chassis. BB-26:Battery backbox,holds up to two 25AH batteries&CHG-75. SD355T:Addressable low-profile photoelectric smoke detector with thermal sensor. BB-55F:Battery box,houses two 55AH batteries SD355R: Remote test capable-addressable photoelectric smoke CHS-6:Chassis,mounts up to six multi-modules in a BB-6F cabinet. detector for use with DNR(W)duct detector housing. CHG-75:Battery charger for lead-acid batteries with a rating of 25 to 75 AH. SD355CO:Addressable, low-profile device that provides fire, heat, CHG-120F: Remote battery charging system for lead-acid batteries and carbon monoxide(CO)detection. with a rating of 55 to 120 AH.Requires additional BB-55F for mount_- H355:Fast-response,low-profile heat detector. ing. H355R: Fast-response, low-profile heat detector with rate-of-rise BAT Series:Batteries,see data sheet DF-52397. option. PRN Series: UL listed compatible event,printer. Uses tractor-fed H355HT: Fast-response, low-profile heat detector that activates at paper. 190.°F/88°C. Page 2 of 4—DF-60953:C•7/16/2018 AD355: Low-profile,. :intelligent, "Adapt'. multi-sensor detector W-BG12LX:LiteSpeed lntelligent.wireless pull station. .. . (B350LP base included), WAV-RL,WAV-WL,WAV-CRL;WAV-CWL:.LiteSpeed Intelligent AV B20OS:Programmable,addressable'sounder base bases. B200SR:Addressable sounder base. W-USB:. Wireless .USB radio/antenna dongle that,plugs into the BEAM355: Intelligent beam„smoke detector. USB port of a PC running SWIFT Tools..' BEAM355S: Intelligent beam smoke detector with integral sensitiv- SWIFT-Tools: Programming and diagnostic utility for-the Wireless m test. Gateway and devices.Available for.download from flrelite.co . itynovairFlex .low-flow non-relay duct-detector housing; NOTE: For more information on Compatible Addressable Devices for D355PL: In includes SD novas use.with the ES-50X, see.the following data sheets (document num- .bers): SD365 Series. .(D17-61010),.H365-Series (DF-.61011), AD355. DNR: InnovairFlex low-flow non-relay duct-detector housing.(Order (DF-52386),.PG-12LX(DF-52013), CMF 300=6 (D7-52365), CRF-300-6 SD355R/SD365R separately.) (DF-52374), "CMF/CRF Series (DF-52130), CP355 (DF 52383), 14355 SeriesDNRW: InnovairFlex low-flow non-relay duct-detector housing;with Series/MDF--3005(DF35212), MMF.-300 10 (F-52347), MMF.-302-6 NEMA-4 rating.Watertight.(Order SD355R/SD365R separately.) (DF-52356), SD355/SD355T (DF-52384), and SLC Wiring Manua/ Addressable.Modules (51309).. MMF-300: Addressable Monitor Module for one-zone of normally- NOTE:.Legacy300 Series detection'devices'such as the CP300/CP350, open dry-contact initiating devices. Mounts in standard 4.0" (10.1:6 SD300(1)/SD350(7)and older modules such as the M300,M301;M302, cm.)box. Includes plastic cover plate and end-of-line resistor.'Mod- C304, and BG40LX are not compatible with LiteSpeed polling. If the ule may be configured for either a Style B(Class B)or Style D(Class . SLC,contains one of these devices, polling must be.set for standard. A)IDC. CLIP.protocol. Please consult factory,for further information on previous MDF-300: Dual Monitor Module.Same as_MMF-300 except it pro- .300 Series devices. vides two Style B(Class'B)only IDCs. ADDRESSABLE DEVICE ACCESSORIES MMF-301:. Miniature_version of MMF-300. Excludes LED and Style End-of-Line .Resistor. Assembly (R-47K. and R-3.9K): The D option.Connects with Wire pigtails..May mount in device.backbox. 47k ohm assembly supervises,the MMF-300, MDF-300, MMF-301, MMF-302:Similar to MMF-300.Addressable Monitor Module for one.- and CMF-300 module circuits. The 3.9k ohm assembly supervises zone of.conventional two-wire detectors. Requires resettable 24 the MMF-302 module circuit.These resistors are included with each VDC power. Refer to the Device-Compatibility Document for listed module. compatible devices and quantity limitation. Power Supervision Relay: Supervises the power to 4-wire smoke CMF-300: Addressable-Control Module forone.Style Y/.Z;(Class B/ detectors and notification appliances. A) zone of supervised polarized Notification Appliances. Mounts directly to a•4.0" (10.16 cm.). electrical,box. NAC.option requires Wiring Requirements, external 24 VDC to power notification appliances; While shielded.wire is not required, it is recommended that all SLC CRF-300:Addressable relay module,containing two isolated sets of wiring be twisted-pair to minimize the effects of electrical.interfer- Form-C contacts,which operate as a DPDT switch. Mounts directly ence. Refer to the panel manual for wiring details. to a 4.0"(10.16,cm.)box,surface mount using the SMB500... BG=12LX: Addressable.manual pull station.with interface module mounted inside. - .1300:This module isolates.the SLC loop from short circuit conditions (required for Style 6 or 7'operation). ISO-6: Six-fault isolator module. Mount one or two modules in a BB72F -cabinet (optional). Mount up to.six .modules'on a CHS-6 chassis in.a BB-6F cabinet. SM6500:Used to mount all modules.except MMF-30.1 and M301. MMF-300-10:Ten-input'moniior module. Mount.one or two modules in a BB-2F cabinet(optional): Mount.up to six modules on a CHS-6: . chassis in a BB-6F cabinet. MMF-302-6:Six-zone interface module. Mount one,or two modules in a 13B-2F cabinet(optional),Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. CMF-300-6:Six-circuit supervised control module.Mount one or two. modules in a BB-2F cabinet(optional).Mount up to six modules on a CHS-6 chassis'in a BB-6F cabinet: CRF-300-6:Six-relay control module(Form-C relays).Mount one or two modules in a BB-2F cabinet(optional).Mount up to six modules on a CHS-6 chassis in a BB-6F cabinet. SWIFT-Wireless.Devices. W-GATE:LiteSpeed Wireless Gateway W-SD355:LiteSpeed intelligent,wireless photo detector. W-H355R: LiteSpeed intelligent wireless rate of rise (1350).heat detector. W-SD355T:intelligent wireless photo/heat detector. W-H355: LiteSpeed intelligent wireless fixedAemperature (135°) heat detector: W-MMF:LiteSpeed.Intelligent wireless-monitor module. W-CRF:.LiteSpeed Intelligent wireless relay module. DF-60953iC•.7/16/2018—'Page 3 of 4 - C , ' SYSTEM SPECIFICATIONS System Capacity Temperature and Humidity Ranges This system meets NFPA requirements for operation at 0—49°C/32 • Intelligent Signaling Line Circuits................................................1 - —120°F and at a relative humidity 93%±2%RH(noncondensing)at • Addressable device capacity....:..:..........:...:....:................:.......50 32°C t 2°C (90°F ±.3°F). However, the useful life of the system's • Programmable software zones..........................................;......50 standby batteries and the electronic components may be adversely • Annunciators.................:. ......16 affected by extreme temperature ranges and humidity.Therefore,A """"""""""""""""""""""" Is recommended,that this system and.its-peripherals be installed in Electrical Specifications. 8an 0 environment with a normal room temperature of 15—27°.C/60— 17. AC Power: Operates in.either 120 or 240 VAC, 50/60 Hz,.3:25 A, auto-sensing-.no switch required. Wire size: minimum' 14 AWG NFPA Standards (2.00 mm2) with 600 V insulation. Nonpower-limited, supervised. The ES-50X complies with the following NFPA 72 Fire Alarm Sys- Battery: Two 12 V 18 AH lead-acid batteries. Battery Charger tems requirements: Capacity: 7-18 AH:(ES750X cabinet holds maximum of two 18 AH. —LOCAL (Automatic, Manual, Waterflow and Sprinkler Supervi- batteries.) sory) Communication Loop: Supervised and power-limited. —AUXILIARY (Automatic, Manual and Waterflow) (requires Notification Appliance Circuits: Terminal Block provides connec- 4XTMF). tions for two NACs, Style Y.(Class B) or Style Z(Class A). Special —REMOTE STATION (Automatic, Manual and Waterflow) Application power. Power-limited, supervised circuitry. Maximum (Where a DACT is not accepted,the alarm,.trouble and supervi- signaling current per circuit: 2.5 amps special application, 250mA spry.relays may be connected to UL 864 listed transmitters.For regulated. End-of--Line Resistor: 4.7k ohm, % watt'(P/N 71252 UL reverse polarity signaling of alarm and trouble, 4XTMF is listed)for Style Y(Class B)NAC;system capable of 1.9 k52-22 k52 required.) ELR range. Refer to the Fire-Lite Device Compatibility Document for —PROPRIETARY(Automatic,Manual and Waterflow). listed compatible devices. —CENTRAL.STATION (Automatic, Manual and Waterflow, and Two Programmable Relays and One Fixed Trouble Relay: Con- Sprinkler Supervised). tact rating:2.0 A @ 30 VDC(resistive), 0.5 A @ 30 VAC(resistive). —OT; PSDN (Other Technologies, Packet-switched Data Net- Form-C relays,non-power-limited,non-supervised. work) —IBC 2012,IBC 2009;IBC 2006;IBC 2003,IBC 2000(Seismic). Cabinet Specifications. -CBC 2007(Seismic) Door: 19.26" (48.92 cm.) high x 16.82" (42.73 cm.) wide x 0.72" (1.82 cm.)deep. Backbox: 19.00"(48.26 cm.)high x 16.65"(42.29 Agency Listings and.Approvals cm.) wide x 5.25" (13.34 cm.) deep. Trim Ring (TR-CE): 22.00" (55.88 cm.)high x 19.65"(49.91 cm.)wide. - The listings and approvals below apply to the basic ES-50X control panel. In some cases,certain modules'may not be listed by certain Shipping Specifications approval agencies, or listing may be in•process. Consult factory for latest listing status. Weight:26.9 lbs. (12.20 kg.)Dimensions: 20.00"(50.80 cm.) high UL:S824 x 22.5"(57.15'cm.)wide x 8.5"(21.59 cm.)deep. • FM approved • CSFM:7165-0075:0500 • FDNY:COA#6261 NOTE:See DF-60954 for ULC-listed model. AlarmNet®, Fire.Lite®Alarms,SWIFT®,and System SensorlD are registered trademarks of Honeywell International Inc.Microsoft®and Windows®are registered trademarks of the Microsoft Corporation. ©2018 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is not intended to be used for installation purposes. I�O �oo� We try,to keep our product information and accurate. We cannot cover all specific applications or anticipate all requirements. All specifications are subject to change without notice. ENGINIMINB A MANUFACTURING QUALITY SYSTEMS For more information,contact Fire-Lite Alarms.Phone:(800)627-3473,FAX:(877)699-4105. Country of Origin:USA www.firelite.com Page 4 of 4—DF-60953:C•7/16/2018 a � e DF-62000:A SD365CO Multi-Criteria Fire/CO:Detector •Fire--IlTeWarms by Honeywell . General Description SD365CO is a plug-in, add ressable,device that provides both fire and carbon monoxide(CO) detection. The detector combines four separate sensing elements in one unit to sense.multiple compo- nents of a fire: smoke, CO, light/flame, and heat. This approach enables enhanced sensitivity to real fire with heightened immunity to nuisance particulates. For CO,the detector's electrochemical sens- ing cell creates a separate signal for life safety CO detection. Multiple sensors and communication can greatly reduce nuisance alarms compared to single sensing methods. Sophisticated algo- rithms maximize the advantages of the sensor types creating our - - best detection strategy offering heightened immunity.to .nuisance particulate and enhanced sensitivity to real fire. -- • Photoelectric sensors detect airborne particles associated with smoke. - ? • Thermal sensors detect heat and.rate-of-rise (135°F fixed tem- perature threshold). • Carbon Monoxide sensors.detect this:by-product of fire for accu- rate fire detection. • Infrared sensors discern light patterns in the environment as an SD365C0 Multi-Criteria Fire/CO Detector additional data point for alarm determination. installed in B200S-LF-WH sounder base This ability to reject certain nuisance alarm triggers,such as_theater. smoke, supports the•use of the fire/CO detector in applications where moderate to heavy nuisance conditions exist that might cause Specifications single sensing detectors to false alarm. The fire/CO detector meets both UL 268 and UL 521 listing require- PHYSICAL ments for fire detection as well as the UL 2075 standard for system- • Height:2.7°(69 mm)installed in B206S series sounder base connected life safety carbon monoxide detection. . Diameter: 6.875" (175 mm) installed in B200S series sounder Released through the incomplete burning of various fuels; CO is a base colorless, odorless and deadly gas that is virtually impossible to . Weight:3.4 oz'.(95 g) detect with the human senses.Because the potential exists for dan- . Color:White gerous levels of CO to accumulate in almost any building,legislation mandating the use of CO detection in commercial spaces continues Operating Humidity Range: 1.5%to 900/6 Relative Humidity, Non- to grow. condensing B200S series intelligent sounder bases are recommended for use Operating Temperature Range:32°F to 100°F(0°C to 38°C) with SD365CO.These bases can generate either a Temp 3 pattern Air Velocity:0 to 4000 ft./min.(0 to 1219.2 m%min:), for fire or a Temp 4 pattern for CO alarm indication. The B200S ELECTRICAL SPECIFICATIONS series bases recognize the System Sensor synchronization proto col, for use as a component of the general. evacuation signal — Operating Voltage Range:15 to 32 VDC along with other System Sensor horns,horn strobes,and chimes— • Operating Current Q 24 VDC:200 uA(one communication every When connected to a power supply or Fire Alarm Control Panel 5 seconds with green LED blink on communication) (FACP)output capable of generating the System Sensor synchroni- Maximum Alarm Current: 2.mA-Q 24 VDC (one communication zation pulses. every 5 seconds with red LED solid on) • Maximum Current:4.5 mA Q 24 VDC(one communication every Features 5 seconds with amber LED solid on) • Unique ability to detect all four major elements of a fire Isolator Load Rating:0.0063 • Separate CO detection signal CO MONITORING UL STANDARD REFERENCE • Highest nuisance alarm immunity - Alarm thresholds are as follows: • Automatic drift compensation for smoke and CO sensors • Uses only one address on the SLC Parts Per Million Detector Response Time • RealTest®CO testing capability 70 f 5ppm 60-240 min. • UL 268,UL 521,and UL 2075 listed 150 f 5ppm 10=50 min. • Separate audible signal for fire or CO alarm when used with a B200S series base 400 t 10ppm 4-15 min. • 10-year CO cell with end-of-life warning • New modern profile Expanded color options DF-62000:A•4/24/2019—Page 1 of 2 Standards Per UL standard 2075,the SD365CO has been tested to the sensi- tivity limits defined in UL Standard'2034.. UL Standard:UL 268 Agency Listings and Approvals The listings and approvals below apply to the SD365CO. In some cases,certain modules may not be listed by certain approval agen- cies, or listing may be in process. Consult the factory for the latest listing status: UL:S1059 CSFM:7272-0075:0507 Ordering Information SD365CO: Advanced multi-criteria fire/CO detector, LiteSpeedO; white BASES B501-WHITE:4"Mounting base,white B501-WHITE-BP:.4"mounting base,white, 10-pack B501-IV:4'Mounting base,ivory B501-BL:4'Mounting base,,black 13300-6:6" Flanged mounting.base,white B300-6-BP:6"Flanged mounting base,white,10-pack B300-6-IV:6"Flanged mounting base,ivory B20OS-WH:Intelligent addressable sounder base,white B20OS-IV:Intelligent addressable sounder base,ivory B20OS-LF-WH: Intelligent addressable sounder base, low-fre- quency,white, B20OS-LF-IV: Intelligent addressable.sounder base, low-frequency, ivory B224BI-WH:Isolator base,white B224BI-IV:Isolator base,ivory B224RB-WH:Relay base,white B224RB-IV:Relay base,ivory ACCESSORIES SMB600:Surface mounting.kit(flanged) TR300:.Trim ring,white TR300-IV:Trim ring,ivory CK300-IR:IR color kit(includes cover and trim ring),white,10-pack CK300-IR-IV: IR color kit (includes.cover and trim ring); ivory, 10- pack CK300-IR-BL: IR color kit(includes cover and trim ring), black, 10- pack. RA100Z: Remote LED annunciator M02-04-00:Detector test magnet M02-09-00:Telescoping test magnet Fire•Llte®Alarms®, LiteSpeedO,and ReafTest®are registered trademarks of Honeywell International Inc. ©2019 by Honeywell International Inc.All rights reserved.Unauthorized use of this document is strictly prohibited. This document is,not intended to.be used for installation purposes. ISO 9001 We try.to keep our,product information up-to-date and accurate: We cannot cover all specific applications or anticipate all requirements. 'All specifications are subject to change without notice. EN INEUIING&MANUFACTURING Q U A L i T V SYSTEMS. For more information,contact Fire-Lite Alarms Phone:(800)627-3473,FAX:(877)699-4105.• Country of Origin:Mexico www.firelite.com Page 2 of 2—DF-62000:A•4/24/2019 i DATE(MMIDDNYYY). Ae D►0 CERTIFICATE OF LIABILITY INSURANCE .05102/2023 �_..- THIS CERTIFICATE IS ISSUEDAS.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($),AUTHORI?ED REPRESENTATIVE OR PRODUCER,AND,THE CERTIFICATE HOLDER. IMPORTANT If'the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or'be.andorsed. If SUBROGATION IS WAIVED,subject to the terms and conditionof the policy,certain policies may require an endorsement. A statement on this certificate does not confor.rights to the certificate holder is n lieu of such endorsement(s). PRODUCER :CONTACT Qebra Simic)ch NAME: Roy H Reeve Agency,Inc. PHONE o E (631)298-4700 ac Nu: (631)298-3850 PO Box 54 E-MAIL dsimicich@royreeve.com ADDRESS: 13400 Main Road ,.INSURER($)AFFORDING COVERAGE NAIC q Mattituck NY 11952 INSURER A: Ohio Security Ins Co INSURED - - - - - - _ The OhioCasualty INSURER B�: Ins Cc GJS Electric LLC Wor North Fork Custom Audio Video LLC INSURER C. American Fire and Casualty Company 24066 6615 Main Rd, INSURER D; INSURERE; Mattituck NY 11952 INSURER F; COVERAGES CERTIFICATE NUMBER: CL234318894 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. INSR POLICY EFF (ow"" OLICY EXP LTR TYPE OF INSURANCE INS - POLICY NUMBER MMIDDrYYYY (MMIDD LIMBS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 300,000 X Contractual MED EXP(Anyone Person) $ 15,000 A BKS2461223260 04/14/2023 04/14/2024 PERSONA(.&ADV INJURY 0,000,000 1,000,000 GEN'LAGGREGATE UMITAPPLIES PER: GENERAL AGGREGATE $ 2.000,000 POLICY JECT FILOC PRODUCTS-COMPIOPAGG $ 2,000,000 OTHER: $ f AUTOMOBILE LIABILITY COMBINED SINGLELIMIT $ 1,000,000 Ea ANYAUTO BODILY INJURY(Per Person) $ A -- OWNED X SCHEDULED BAA2461223260 04114/2023 04114/2024 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED X.NON, NED PROPERTY DAMAGE § AUTOS ONLY -AUTOS ONLY Per accident x UMBRELLA LIAB X OCCUR- EACH OCCURRENCE _ $ 1,000,000 B EXCESS L1A8 CLAIMS-MADE US02461223260 04/14/2023 04/14/2024 AGGREGATE $ T000,000 DED I I RETENTION.$ $ WORKERS COMPENSATION PER OTH AND:EMPLOYERS'LIABILITY. YIN _STATUTE ER C ANY PROPRIETOR/PARTNER/ EACH ACCIDENT 1,000.000 o OFFICERIMEMSER EXCLUDE07 ❑ NIA XWA2382993486 04/14/2023 04/14/2024 (Mandalory in NH) E.L.DISEASE-EA EMPLOYEE $ 11000-000 If yes,describe under t 000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD�161,Additional Remarks Schedule,may be attached it more space to required) North Fork Wood Works,Inc. is included as an.additional insured on a primary non-contributory basis with respect to General Liability as per the terms and conditions of form CG8810 Commercial General Liability Extension as required by written contract.Also included as an additional insured for products completed operations per the terms and conditions of form CG8611 Automatic Status-Contractors Completed Operations as required by written contact CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN North Fork Wood Works,Inc. ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 1407 AUTHORIZED REPRESENTATIVE \ Southold NY 11971 ©1988-2015ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD �. g UNIQUE ids NUMB-P us Ez ONLY 120002,029111 a sr` DWIS . � M:UR8UAN +" SHE PROVISIONGRl FIRE ALARM -.SY3 I EMS- XPIRA.Tlbof CRATE: `, , DA ' ALGE OARY J 9, f, MA-iTITUCK, NY 111952 IS LICEkSED 'AS A ASTER..ELECTR k a I O PRACTICE, THE BudiNtg&-OF I TALI, has'' F THE {' FILED WITH, THE l� s r ` F STATE, 4 Y1 rer€ tee f wxm€ i +ates c «i ,.Z€. .e o4P PROJECT ENGINEER: APPROVED AS NOTED �2 Jz�/z3 q 3 23 de JB /�//ru DATE. B.P. # Eng/neei/ng&Conatr�ct/on Management FEE '?4b gY• G41 vas de Bruin Engineering, P.C. NOTIFY FIRE MARSHAL AT 631-765-1802 1400 Old Country Road•Suite 106 FOR THE FOLLOWING INSPECTIONS: Westbury-New York-11714 516.513.1313-516.579.2574 Fax I. ROUGH INSPECTION 2. COMPLIANCE TESTING It is a violation of Section 7209 of the 3. FINAL INSPECTION New York State Education Law for any ALL WORK SHALL COMPLY WITH NYS person, unless he is acting under the CODES AND APPLICABLE NFPA direction of a licensed professional STANDARDS engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation 'altered by" followed by his signature, the date of FIRE INSPECTIONalteration, and a specific description REQUIRED BEFOR of the alteration. 0PEHIr,,'G 19.CO".";rUCT&I JI�SrI""'El1TS OT THE P!EVl y0RX STATE. �/n � S v , �s REVISIONS S 4 // DATE ri V Q AS PER SOUTHOLD FM 12-13-23 AS PER GJS COMMENTS 11-10-23 GO GO ® AS PER OWNERS COMMENTS 10-31-23 ® AS PER ELECTRIC WALK THROUGH 10-30-23 SD SD SD SD SD QAS PER BD COMMENTS 08/11/22 ISSUED TO: ATTIC ATTIC FIRE ALARM AND EMERGENCY TOWN OF SOUTHOLD PLANNING 4-1-22 DEVICE LEGEND CONTRACTORS FOR MEETING 1 1-11-23 SD SD SD SD 9D SD SD SD SD SD 5D 5D TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 SYMBOL DESRIPTION QUANTITY UNIT SOUTHOLD FM FOR APPROVAL 12-13-23 CARBON MONOXIDE DETECTOR 5 COUNT \�Y� FAA FAA FIRE ALARM ANNUNCIATOR 1 COUNT T T T T T T T T VT\J T HORN / STROBE WALL 7 COUNT GO Co 1 1 ILLUMINATED EXIT SIGN 1`3 COUNT FIRST FLOOR r6 FIRST FLOOR 0-0' SD SMOKE DETECTOR 21 COUNT 0-0' VNI STROBE WALL MOUNTED 15 COUNT PROJECT: SD SD SD SD WIPE OUT 8 COUNT FIRST UNIVERSALIST Co CHURCH OF BASEMENT BASEMENT PULL STATION 6 COUNT SOUTHOLD 51970 MAIN RD, SOURHOLD, NY 11971 RISER DIAGRAM DRAWING TITLE: 7 X HORN / 5TROE3E5 (a 98MA = .68 WATTS NOTE: AND 15 STR05E5 WHICH ARE 88MA 50 THAT'S 1.32 WATTS AND EACH NAG OUTPUT IS RATED FOR 2.5AMP5 AND THE PANEL 15 TOTAL RATED F02 3.0AMPS MAX FIRE ALARM DE51GN CONFORMS TO: RISER DIAGRAM BATTERIES ARE 2X 12VOLT 18AMH NYS FC NYS 5C ;P27-,, NFPA 12-201(o, NEC i0-2011 SCALE: NTS I ,a DRAWN BY: PS (� `• �tD q y/ c� � DE E CHECKED BY: �� off ar c 0,+ a RMCLLJ * a I DEC 1 8 FILE No. ` 1 PROJECT NO. DRAWING NO. DATE: FA-1 RISER L-;)I AORAM 15/04/2021 SCALE: NT5 PROJECT ENGINEER: d e B rt�i n FIRE ALARM AND EMERGENCY Eog/neei/ng6ConollvevonManagolnow 32 36 1 DEVICE LEGEND de Bruin Engineering, P.C. 8'-2" cL 8' S' CL 1'-10" 3'-I0�" C- 12'-4y" cL 12'-9�4" S'-III4" SYMBOL DESRIPTION QUANTITY UNIT 140We8 bury New York 11171406 616.513.1313 a 516.579.2574 Fax OCARBON MONOXIDE DETECTOR I COUNT It is a violation of Section 7209 of the 1 1 LLUMINATED EAT SIGN 1 COUNT New York State Education Law for any person, unless he is acting under the ® SD SMOKE DETECTOR 4 COUNT direction of a licensed professional engineer, to alter any item on this a PULL STATION t COUNT drawing in any way. If the drawing is altered under the direction of a _ professional engineer, the altering r---� ————————————————————- L---------------------- dr engineer awing with the n l o the notation a t by" - I followed by his signature, the date of -• . . . : alteration, and a specific description F-————— I I I m of the alteration. I . • .. I I I I '� I ► I I I I I C- 10"1 I 36'-4" 110" 1 I I I I I I = I '• I L_� i NOTE: I I I I •' I I I I a_ • . I I CONTRACTOR TO REFER TO STRUCTURAL I I I I I DRAWINGS FOR CONCRETE FOUNDATION AND I I I I I STRUCTURAL FRAMING INFORMATION.co r I I I I I ' ' I r I ❑� I ��• i I I REVISIONS DATE L----_J I I L----� I I I I I L—————--I - I Q AS PER SOUTHOLD FM 12-13-23 I I I I O 1 ® AS PER GJS COMMENTS 11-10-23 I • I I � I I I I I I I I I ( 5 I AS PER OWNERS COMMENTS 10-31-23 I ,• I I ' I sD = 1 AS PER ELECTRIC WALK THROUGH 10-30-23 I •• I I I `� 3 61/1*EA 1 I[*EA '' I AS PER BD COMMENTS 08/11/22 I • I I •• 1 ' I Q► I I m y S R Y' R ---------------------� 2 II EA I ISSUED TO: 0�4 ----- ————————————————————————————————— l____I I TOWN OF SOUTHOLD PLANNING 4-1-22 'oil, —————— ----I I L -----J I-- -- ---1 I CONTRACTORS FOR MEETING 1 1-11-23 -r - a I I °i I TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 I I I 3(o'-4" 110" SOUTHOLD FM FOR APPROVAL 12-13-23 r _ I ------------ - --- i r I I ---I I BASEMENT FL ELEv. ', I I I I ---- =v I •• I I I I '� I I I I I I I i I I I r---� ' • I 4" POURED U s NEXCAVATEr) I I I I 0 0 0 sD o I I Q I � I I -°N° I ► I I � I I I 0 I I , GL CONCRETE SLAB r I I I I I I I I I I I a a I I 1 I I -----� L————J L----J L----J L------� �— L----i 1 3-b 3-6 I------� v I ------- I --- ---- I I • I I I I I 2" CONCRETE SCREED COAT PROJECT: S" Ib" CRAWL I FIRST UNIVERSALIST 17, SPACE VENT WITH ' CHURCH O F -� L————— ———— INSECT SCREEN (TYP) r—— _, -- -- I m I 1 SOUTHOLD _ _ tD I I m F---, 1 m I I I I I r — —1 . :" I I I cL L_ _� i --. --- ----- • ,----------------�-- � o i i ;'�: i i � i i D i i-------- I 1 � 51970 MAIN RD, L--------------------------------- - I I I I I I I I M-----' SOUTHOLD, NY 11971 ` —' L__ --J I I I I L----I I 4-I1 v I ' I C. `Q DRAWING TITLE: I I I � I I - I C- r FOUNDATION PLAN I I � 10"I •,. 14'-S" 10" I1'-4" 10" I I'-S" 10" ••• I -� I m z cD m .• I SCALE: ----------------•-----1 r----------------- i N I "► SCALE: 3/16"= 1 '-0" � I I L-----------•— -----j DRAWN BY: PS S'-2" S S' 4'-10" I I'-3" 4'-3" 6'-6" b'-6" 4'-3" 5'-3" 3'-6" 3'-b" do a� achi' CHECKED BY: �� �o Fes' 51 0 5 10 �¢ C- CL C- ;L. C- C- GL 29' 15'-6" 13' 12'-b" 1' 3/16"=V-0' RMC '* a FILE NO. PROJECT NORTH PROJECT NO. DRAWING NO. DATE: FA-2 FOUNr�)ATION FLAN 15/04/2021 SCALE: 3/16" = I'-O" PROJECT ENGINEER: FIRE ALARM AND EMERGENCY DEVICE LEGEND SYM50L DESRIPTION QUANTITY UNIT d e B r 1�_ Clvi/Engineering&Construction Management O CARBON MONOXIDE DETECTOR 1 COUNT e ruin Engineering, P.C. 1400 Old Country Road-Suite 106 FIRE ALARM ANNUNCIATOR 1 COUNT Westbury•New York•11714 516.513.1313•516.579.2574 Fax FAA 32' 38' HORN I STROBE WALL 1 COUNT " „ " 3'-10 " 1 4-3 4-3 8-1 8 8 l-10 � - I " ,_ 1 " ,_ II��� 8'-11�4" It ILLUM;NATED EXIT SIGN 11 COUNT New a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the SMOKE DETECTOR direction of a licensed professional SD t2 COUNT engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a STROBE WALL MOUNTED 15 COUNT professional engineer, the altering WIPE OUT 8 COUNT engineer shall affix his seal to the drawing with the notation "altered by" followed by his signature, the date of ® 3 A alteration, and a specific description PULL STATION 4 COUNT ' O of the alteration. G Cs A T- in I I L J I I I I N I I I I L--- J L-__ _J f KITCHEN ' 3'X3'X4' PILASTER O I I r__-- ' I I I WITH LANTERN Ib 1 I I 1 O =�- ----- i DW I ' I SMALL GATHERING PLACE - ----- ' i REF PANTRY 15 --- B LABEL SD B LABEL I A REVISIONS DATE cc.) ' --- DOOR DOOR o� �0""-A ------ --- i I17 SD 80`AFF 4 N Q AS PER SOUTHOLD FM 12-13-23 H I I I 1 I 1 I AFF A AS PER GJS COMMENTS 11-10-23 MEMORIAL GARDEN 19-I/ _ 80`AFF _ —. RES 00 y 115 /3\ AS PER OWNERS COMMENTS 10-31-23 A ! 18 4 CL CL — I I I I AS PER ELECTRIC WALK THROUGH 10-30-23 OYER 13 LABEL n 5,p/ DOOR =H 5' A AS PER BD COMMENTS 08/11/22 I I 120 HANDRAIL SD 125 I 114 Ib 0 314 ISSUED TO: DUCT ENCLOSURE, REFER 7- 4 2 O ATTIC A R m TO MECHANICAL DRAWINGS r ' RESTROOM I 11L 4Y2" —3'-b" 3'-4V" 5, 4y„ Is 12 II �61 • TOWN OF SOUTHOLD PLANNING 4-1-22 I I N O O O Q I TI za m I� T1 V STRY DN I Se ACCESSIBLE RESTROOM CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 SOUTHOLD FM FOR APPROVAL 12-13-23 -� JAN. CL j EO in I 123 'Z SD ` t A0(�} 1 1 - ? "Z ACCESSIBLE RESTROOM -� r v 104 4Y" T-3" A0 3, =r -4` CHANCEL GALLERY �� '� O BABY CHANGING STATION = MEETING ROOM 0 9 ", ------ ' I Se'AFF , T;1 - - '--- 7 �, SD SD "EXTERIOR HORN AND ; r r let~ lee . - _ G� -cv ROBE MT'D AT V s ST C�• FIRST FL ELEV. CHANCEL H GABLE END" mo ,��/I / ± , " V , VESTIBULE 0-0 OIL FL.ELEV. _1 �� PROJECT: 39,L2„ 61 II' IY 6" 5' 12'-4y" b,_�" p ( FIRST UNIVERSALIST 1'-4"I'-4" -(0" ® 0 _ LOBBY _ VESTIBULE CHURCH OF -� o 1A o lei m m SOUTHOLD I SIDE ENTRY 3'-4" 51970 MAIN RD, v s O,22 LL SOUTHOLD, NY 11971 DOUBLE HUNG WINDOW `� A A DRAWING TITLE: in O O O I I 06 SD 1e� SD { SD lea A O COVERED = DUCT ENCLOSURE I I 0"AFF 0`AFF 80"AFF I I ENTRANCE FIRST FLOOR PLAN II CHAIR STORAGE MINISTERS OFFICE GL ADMIN OFFICE - CONTRACTOR TO INSTALL AN 5° (OD EXTERIOR SIGN I r 18" DEEP � � I I s CL "FACP INSIDE" ' (5)3/4" PLASTIC SUPPLY CLOSET bA SCALE: I I v I I LAMINATE SHELVES ROOMS CONTAINING THE "FIRE -;' I I ALARM CONTROL PANEL" SHALL '- �► �" I I 15'-1�" 4t " 4Y2" t'-fa" 4�„I 10'-3" 6" BE PROVIDED WITH SIGNAGE WHICH -SCALE: 3/16"- 1 -0 1' Pj 11 CONSIST OF 2"HIGH BY 4"WIDTH WITH A 0.5"LETTER STROKE WHITE Cq in O O REFLECTIVE LETTERS ON A RED BACKGROUND, AND SHALL BE PERMANENTLY ATTACHED TO THE DRAWN BY: OEXTERIOR DOOR OF THE REAR PS VESTIBULE NORMAL EYE LEVEL -4- THE SIGN SHALL BE PROVIDED ON CHECKED BY: %Q�o THE DOOR LEADING TO THE FIRE ALARM CONTROL PANEL(S)UNLESS RMC i OTHERWISE APPROVED BY THE OFFICE OF THE FIRE MARSHAL FILE NO. 8'-2" 8' 8' 4'-10" It'-3" 4'-3" 16'-b" 6'-6" 4-3 AF 19' 15'-b" 13' 11'-b" PROJECT 3/16-=1'-05 5 10 NORTH PROJECT N0. DRAWING N0. DATE: FA-3 FIRST F L.00 R ,FLAN 15/04/2021 SCALE: 3/16" = 1'-0" 90'-11" PROJECT ENGINEER: 32' 38' 12'-5" d e B rd i r- �""" CNii Engineering&Construction Management FIRE ALARM AND EMERGENCY 19 19' DEVICE LEGEND de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 SYM50L DESRIPTION QUANTITY UNIT Westbury-New York-11714 516.513.1313 -516.579.2574 Fax OCARBON MONOMDE DETECTOR 2 COUNT It is a violation of Section 7209 of the 1( 1 IUDINATED EMT SIGN I COUNT New York State Education Law for any person, unless he is acting under the ttE: DETECTOR 5 COUNT ® direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is I COUNT altered under the direction of a professional engineer, the altering engineer shall affix his seal to the ----------------------------------------T_____-________________-________------ drawing with the notation "altered by" - - - - lE=F=n .4112MMEEME= followed by his signature, the date of alteration, and a specific description of the alteration. 31, -------------- 1 1 I 1 I I 1 I I I I I I I I I I I 1 I 1 I I I I I I I I 1 I I 1 I I 1 I 1 = I 1 I I 1 I N 1 1 I I CJF1 1 I REVISIONS DATE I I I I I I Q AS PER SOUTHOLD FM 12-13-23 I 1 1 A41 I I I I I I 5 I I I I I 1 1 I I I I 1 AS PER GJS COMMENTS 11-10-23 ® -------------- I AS PER OWNERS COMMENTS 10-31-23 I I ' I -------------- I I I = AS PER ELECTRIC WALK THROUGH 10-30-23 I s Go `t Q AS PER BD COMMENTS 08/11/22 I , ISSUED TO: 1 111111 1 I I TOWN OF SOUTHOLD PLANNING 4-1-22 Cq I I I r------- ------ I F ------ ------ CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 I I I I I I I I SOUTHOLD FM FOR APPROVAL 12-13-23 I I I I I I 1 I I I I I I I 1 I I I � I I � I MEETING ROOM HED ATTIC UNFINISHED --------------------------------- ` o I i CIO CIO I � I u _ r-------� r-------� r-------� r--------i I I 1 I I I I I I 1 I PROJECT: m FIRST UNIVERSALIST CHURCH OF I I 1 I I 1 I I I I 1 I I I I I ; � I I I I 1 I I 1 SOUTHOLD 51970 MAIN RD, I I IMAM SOUTHOLD, NY 11971 I I 1 1 I DRAWING TITLE: -------------- cq I I C, I 1 ATTIC FLOOR PLAN L-------------------J I I I I I ' I I K SCALE: ' -- ------------ --------------------- SCALE: 3/16°_1 _6 i---------------------------------------------------�� L'-------------------------------------\� p< M DRAWN BY: PS _ PROJECT CHECKED BY: NORTH RMC 41' 1'-b" 4'-11" 5' 0 5 10 FILE NO. p �� PROJECT NO. DRAWING NO. DATE: ATTIC FLOOR PLAN 15/04/2021 oofFocK,oG TOWN OF SOUTHOLD—FIRE MARSHAL yz Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY-11971-0959 oyo Telephone(631)765-1802' Fax(631) 765-9502 hMs://www.southoldtomnny.gov FIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION t _ For Office Use Only - Q PERMIT NO. Y�323_ Building Inspector- 5 ViV, F Apphcafions'.and forms must be filled{out in their`entirety Incomplete QN �.appl'C' bns"wW not be accepted.WORK IS NOT TO BE STARTED pnor,, i4 'tip .to the approval of plans-and issuance,of a.permit. Has a building permit been obtained for this project? ❑Yes ❑No tl�;: If yes,building permit# Date: ..PROJECT INORMATIONc , Project Address: SCTM# 1000- City: 0 f'ID_! _ _ zip: CONTACT,PERSON INFORMATION Name: C.h� Mailing Address. Phone#: Email: Preferred contact method(select one): ❑Phone ❑Email CONTRACTOR -- 5 N Name: LC SQUARED Contractor License#: Mailing Address. 385 HIGH STREE _ _— L—HOLBROOKAY-1174-1— Phone#: Email: SCOPE'OF'WORK Occupancy Description: sembly ❑Business ❑Education ❑Factory/Industrial ❑Institutional ❑Mercantile ❑Residential ❑IStorage Description of Work ew System ❑Existing System Modification u Sprmkler/Standpipe/.Watei Supply` Fire Alarm/CO Detecrion;Systems Other Fire Protection Systems ^(Check:all`that apply); 5= (Check all that apply) (Check all that apply) ❑NFPA 13,13D or 13R System ❑Manual ❑Automatic ❑ Smoke Control ❑Standpipe ❑Fire Pump ❑Protected Premises(local) ❑Wet or Dry Chemical/Clean ❑Supervising station Agent Number of sprinkler heads: ❑Central Station hood/exhaust ❑ Other Floor Area(sq.ft.): 1 .Check BOX"After Reading: I,the undersigned,understand that he issuance of a permit for the type which is herein applied fords based on the ag6emenfto conform to aR regulations and requirements.I further understand that non;co ance.of said regmrements,by myself or any officer or emp rmo m permtlofe tnos Upon revocation ofsaid permit the, e'.,. . . . ,fi - ,f p of a permit shall be ba ed u on re ew of the circumstan es:leadmg to the revoeagon'Any falsestatement(s)made herein ar t'was issued The reiss A mi demeanor pursuant a licant or an em to ee of the a hcant shall be rohibited to;conduct such workforwh►ch tWs er p e punishable as a Class A m�s o Section 210.45 of the_Penal'Law Application Submitted By(print name). i;-n utho ❑Owner rized Agent a Sr ._ v� _ .__._._ _ Company(if applicable): Applicant Signs a Date: Z .. _ ....._ ... FIRE PROTECTION SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS -Submit application only`a$er reviewing the requirements for the specific permit for which you are applying(click the applicable link below). • FIRE ALARM/CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES r • FIRE SPRINKLER SYSTEM SUBMITTAL GUIDELINES • FIXED FIRE SUPPRESSION.HOOD&EXHAUST SYSTEMS SUBMITTAL GUIDELINES FEES A$300 permit fee is•required for a non-residential permit.A$100 Certificate-of Occupancy fee is required if the project is not part of an existing open building permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testinglinspection shall be made by contacting the Town of.Southold Building Department(631)765-1802. i f � FOR OF_ FILE USE ONLY. may£ Amount Pald Check No r FM , „ r Permit No Date .,Ex Date 2 SufFot�->. =off c�Gy TOWN OF SOUTHOLD—FIRE MARSHAL y: x Town Hall Annex 54375 Main Road P: O. Box 1179 Southold,NY 1.1971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 hqps://www.southoldtowna.gov FIRE PROTECTION SYSTEM PERMIT Date Received APPLICATION For Office Use Only E C E '- PERMIT NO. r / �� Building Inspector: :AppLcat ons and forms�must be filled outin their enti J A N 1 6 2024 rety Iacomplete .2 applications will'not he accepted.WORK NOT"TO BE STARTED pnor..- =4o the a roval of lens and�issuance-of a eruut. �,.._ PP P P. :a,'E :�: k� Has a building permit been obtained for this project? ❑Yes ❑No 10 � If yes,building permit# Date: PROJECT INORMATION` F: , Project Address SCTM# l000 sr_9.7. coin City: _ S��_ �� Zip: CONTACT PERSON INFORMATION ,; s 1 Name: `1Y I$ le. __ Mailing Address: Phone#: 3 _5 U D m3 Email: Preferred contact method(select one): ❑Phone ❑Email CONTRACTOR INFORIVIATIONc s Name: LC SQUARED Contractor License#: l Mailing A 1dress: 385 HIGH STREET Phone#: Email: Occupancy Description: Assembly ❑Business ❑Education ❑Factory/Industrial ❑Institutional ❑Mercantile ❑Residential ❑Storage Description of Work: M,x w System ❑Existing System Modification Sprmkler/Standpipe/Water Supply. Fire Alarm/CO';Detection Systems . Other Fire Protection Systems 4. (Check all that apply). 7 (Check all`that apply) (Check all ihatapply) ❑NFPA 13,13D or 13R System ❑Manual ❑Automatic EliSmoke Control ❑Standpipe ❑Fire Pump ❑Protected Premises(local)- VfWet or Dry Chemical/Clean ❑Supervising station Agent Number of sprinkler heads: ❑Central Station ❑Kitchen hood/exhaust ❑ Other Floor Area(sq.ft.): 1 0`Check Box After Reading:,,,,I,the undersigned,understand that the issuance of a permit for the,type which�s laereaa applied for�s based on the`_agreement,to conform to all regulations and'requiiements I fucttier'understand tliat non-compliance',of sa�d'r"equirenients;by myself or any officer,or ' employee of the firm'or individual listed as the,applicant on this'form,"shall be cause.for'revocaE on,of said,permit Upon revocation,of said permit the .r;. applicant or-any employee,of the applicant shall be prohibited to conduct sucti work for which this permit was issued The re", of a permit shall be ', �.. based upon;review"of the circumstances leading to the revocation Any false statement(,,}made'herein are pumsba6le as a!"lass A miWilemeanor pursuant' to`Seciion210:45 of the Penal Law ' Application Submitted By(print name) uthorized Agent ❑Owner Company(if applicable): Applicant Signature: Date: FIRE PROTECTION SYSTEM PERMIT APPLICATION SUBMITAL INSTRUCTIONS Submit application only after reviewing the requirements for the specific permit for which you are applying(click the applicable link below). • FIRE ALARM/CARBON MONOXIDE DETECTION SYSTEM SUBMITTAL GUIDELINES • FIRE SPRINKLER SYSTEM SUBMITTAL GUIDELINES • FIXED FIRE SUPPRESSION,HOOD&EXHAUST SYSTEMS SUBMITTAL GUIDELINES FEES A$300 permit fee is required for a non-residential permit.A$100 Certificate of Occupancy fee is required if the project is not part of an existing open building,permit. All checks should be made payable to the Town of Southold. Permits,once issued,shall at all times be kept on the premises designated thereon with a copy of approved drawings and all related documentation required to obtain said permit.Installations subject to final testing,inspection and approval.Arrangements for testing/inspection shall be made by contacting the Town of Southold Building Department(631)765-1802. .f =� FOR OFFICE USE ONLY,�' �� Amount Paid J Check No FM L Permit,No Date: Exp Date 2 dkt� An lead All Out Fire<alloutfire914@gmail.corn> 'Kitchen hood/duct and suppression systems 51970 Main Rd Southold Visser III, Fredric<fredv@southoldtownny.gov> n,n, Wed Jan 17, 2024 at 1:10 PM To: "alloutfire914@gmail.com"<alloutfire914@gmail.com> rr,E c' Cc: "keith@nfwoodworks.com"<keith@nfwoodworks.com> , fl � j Hello to follow up on our conversation, ` NAR 2 2 2024 {r I need the following changes to the plans for 51970 main Rd Southold 11971. • Code references NYS Fire Code, Building Code, Mechanical code 2020 • Standards listed NFPA 10-2018, NFPA 17A-2017, NFPA 72-2016, NFPA 96-2017, NEC 70-2017. (etc.) J Refer to or show required sign over class K fire extinguisher A S P • Cut sheets on all material used nozzles,tank, control box, hood if pre manufactured,fire wrap,fan,thermostat, (etc.) • 3 copies of plans stamped by NYS registered design professional • Hood type and capacity and required CFM per linear foot of hood 7 • Show 6 inch overhang of hood fiver cook line on both sides • Submit'Suffolk FELB license J • Submit manufactures cert from Kidde V • Submit workers comp insurance and liability insurance Cert(can be a copy) IkOQ • Clean out at elbow if required(length not provided) Once system is permitted we will do a compliance test,smoke, balloon, light test after the test is complete I will return to inspect the double fire wrap. Thank you, I look forward to working with you, Fredric Visser, Fire Marshal Town of Southold Phone: (631)765-1802 Web: https://southoldtownny.gov/1736/Fire-Marshal Email: Fredv@southoldtownny.gov PO Box 1179 54375 Main Road Southold, NY. 11971 W A �to rI #P tr-e-r-- t2r& I v-A •.1 C'C-;- s7 T.� G �"�,:m� cr�,t2_. d// �'l►e `� P e i SUFFOLK'.COU.NTY Y -, DEPARTMENT'OF FIRE, RESCUE AND EMERGENCY SERVICES PORTABLE FIRE EXTINGUISHER AND AUTOMATIC FIRE`EXTINGUISHING SYSTEMS`LICENSING - , BOARD � - CERTIFICATE OF: REGISTRATION t REGISTRATION# 124 ' t j . EFFECTIVE DATE O8/17/2023 f EXPIRATION DATE OS/31/2025 3 , ear ��ti ISSUED TO NAME: =';46,`Squared dba All Out Fi e Equlpm .�� � « ADDRESS 35 High Street Holbrook NY 11741 � ? ;T, I E � I ENDORSEMENTS t Port ble ire Extin ulshem fi " s x #Dry/WeVGhemical Extinguishing 3yst ms Clean Agent'yExtingwsliing`Systems v This Certificafeof Registration Does Not Exclusnrely Recommend fhe Bearer 1 COMMISSIONER � '' n ,, CHIEF FIRE MARSHAL eetOcwteof 67owfe6orfl--71 This is to certify that GLENN CALDER an employee of ALL OUT FIRE EQUIPMENT CO an Authorized Kidde Fire Systems Distributor has successfully completed a certification training session covering design, installation, operation and.maintenance and has demonstrated a practical knowledge of the following product: WHDRTM Wet Chemical Systems o-KIdde `- Issue Date: 11/2/2023 Fire Systems Expiration Date: 11/2/2026 Michael Kraus Training Manager This certificate is not transferrable.Certificate is only valid as long as the above named company employs the training participant.Acceptance of this certificate Implies that the parties agree to abide by the terms of the distributor agreement or absent an agreement Ktdde Fire Systems Terms,and Conditions of Sale.Any violation or alteration of this certificate will result in the immediate voiding of this certificate and possible revocation of access to the ICldde Fire Systems product line pertaining to this certificate. Aco n� CERTIFICATE OF LIABILITY INSURANCE 03/14/24 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(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WANED,subject to the terns and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER CONTACT NAME: H&M BROKERAGE PHONE 718 386-7302 0 718 456-2373 2 Lawson Ave Ste 9 n R ss: hrribrokeracieftol.com East Rockaway,NY 11518 INSURERS AFFORDING COVERAGE NAIC 0 License#: INSURERA: NY STATE INSURANCE FUND INSURED INSURER B: LC SQUARED INC.• INSURER C: 385 HIGH STREET INSURER 0: 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 CONTRACT OR 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. tLTR TYPE OF INSURANCE ADOL 5UBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS COMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ TO RENTffD CLAIMS-MADE OCCUR DAMAGE SS Ma occurr I Ce $ MED EXP(Any oneperson) $ PERSONAL&ADV INJURY S GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY a JEOT LOC PRODUCTS-COMPIOPAGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accent ANY AUTO BODILY INJURY(Per person) S OWNED AUTOS ONLY SCHEDULED BODILY INJURY(Per aCCldeat) S . AUTOS HIRED NON-OWNED PROPERTY DAMAGE S AUTOS ONLY AUTOS ONLY. accident S UMBRELLA LIAB OCCUR EACH OCCURRENCE S EXCESSUAB CLAIM640DE AGGREGATE S DED i I RETENTION$ S WORKERS COMPENSATION X SER LITE ETH AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTNE Y f N E• EACH ACCIDENT $ 1,000,000 A OFFICERtMEMBER EXCLl1aED7 a L NIA 2427 931-7 09/30/23 09130124 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 11000,000 . DESCRIfdeectibe under IP r ON OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1 000 000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached it more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Town of Southold THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO Box 179 ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Main Rd AVTHORIZED REPRESENTATIVE Southold, NY 11971 ©1988.2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD ALLOUTF-01 MARYANN CERTIFICATE OF LIABILITY INSURANCE DAT 3/14/214/2DIYYYIf) 024 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(ies)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 rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAMTACT Mary Ann Reilly RMS Insurance Brokerage LLC PHONE FAX P.O.Box 21136 (A/C,No,Ext): A/C,No): New York,NY 10087-1136 E pAIL .mreilly@rmsinsurance.us INSURERS AFFORDING COVERAGE NAIC ft INSURER A:Arch Special SpecialtV Insurance Company INSURED INSURER B: LC Squared DBA All Out Fire INSURER C: 385 HIGH STREET INSURERD: 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 CONTRACT OR 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. INSR TYPE OF INSURANCE ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTRSD D D A X COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE CLAIMS-MADE �OCCUR MFGL10279100 1/1/2024 1/1/2025 DAMAGE TO RENTED 100,000 MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE 2,000,000 X POLICY❑JECaT LOC PRODUCTS-COMP/OPAGG 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANYAUTO BODILY INJURY Perperson) OWNED SCHEDULED AUTOS ONLY AUTOS BODILY E BODILY INJURY Per accident AUTOS ONLY AUTOS ONLDY Pe�accIdent MA A UMBRELLA LIAB X OCCUR EACH OCCURRENCE 2,000,000 X EXCESS LIAB CLAIMS-MADE MFUM10027500 1/1/2024 1/1/2025 AGGREGATE 2,000,000 DED I I RETENTION$ WORKERS COMPENSATION PER ETH- AND EMPLOYERS'LIABILITY Y I N STATUTE ANY PROPRIETORIPARTNERIEXECUTIVE ❑ E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) ALL OPERATIONS OF THE NAMED INSURED CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF SOUTHOLD THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN PO BOX SO ACCORDANCE WITH THE POLICY PROVISIONS. 79 54375 MAIN ROAD Southold,NY 11971 AUTHORIZED REPRESENTATIVE ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD GRAINGER. 1 Centrifugal Upblast Exhaust Fans / Centrifugal Upblast Roof Exhaust Fan... Centrifugal Upblast Roof _ � i Your Price x Exhaust Fan: Belt Drive, $1,062.31 /each Includes Drive Pack, 14 3/4 This item requires special shipping, in Wheel, 2,518 cfm additional charges may apply. Qty j It1'11ge avllab�e Item 7A620 Mfr. Mode17A620 Add • Cart 1 ' ❑ Setup Auto Reorder R i I Ship 0 Picku Compare . Expected to arrive Tue. Mar 19. Product Details Catalog Page 2828 Ship to 11741 'I Change Brand DAYTON Shipping Weight 90.85 Ibs For Air Type Kitchen Air Ship Availability Terms 1 Drive'Type Belt Drive Add to List Assembly Unassembled 7Atld to Quote'' f Includes Drive Package with Motor Yes Wheel Diameter 14-3/4 in O Alternate Products Exhaust Airflow @ 0.000 in SP 2,518 cfm Exhaust Airflow @ 0.125 in SP 2,445 cfm N tm 5 own e` Exhaust Airflow @ 0.250 in SP 2,362 cfm Centrifugal Upblast Roof Exhaust Airflow @ 0.375 in SP 2,271 cfm Exhaust Fan: Belt Drive, ------- — _ -- Includes Drive Pack, 14 3/4 in Exhaust Airflow @ 0.500 in SP 2,174 cfm Wheel,2,192 cfm _ 1 Item,7A619 Maximum Static Pressure 1 in we , I For High-Static Pressure Applications No Compare � 1 Your Price Nameplate Voltage 115/208-230V AC $1,081.89/each Phase 1 Qty CU Add.to Cart Frequency 60 Hz I Current 7.6/3.7 to 3.8 A Motor Horsepower 1/2 hp Brake Horsepower 13/25 hp { Motor Speed 1,390 RPM ----- ---— — — — Centrifugal Upblast Roof 1 Maximum Fan Speed 1,390 RPM i Exhaust Fan:Belt Drive, i - Includes Drive Pack, 14 3/4 in Motor Enclosure Open Dripproof Wheel,2,889 cfm Motor Location Out of Airstream � Item 7A621 --- i F High-Efficiency Motor No Compare Speed Controllable No Your Price $1,128.94/each Number of Speeds 1 i Qty Add to Cart Type Wheel T e Backward Inclined Wheel Material Aluminum Housing Material Aluminum Housing Material Fabrication Spun Maximum Inlet Air Temperature 300°F Base Shape Square Base Height 1.$in Base Width 26 in Base Length 26 in Overall Height 28-1/8 in Bearing Type Sealed Pillow Block Damper Size 19 x 19 in Mounting Location Roof Mount Type Roof Curb Application Industrial and Commercial Buildings; Restaurants;Schools Standards AMCA Sound and Air;UL/cUL 762 Includes Drive Package;NEMA 1 Junction Box Compatible Curb Grainger Part Number 2RB77;2ZV83;3C437;4C454;4HX40;4HX48;4HX56;4HX62 Compatible Damper Grainger Part Number 4HX66 Sound Level 11.0 sones @ 1.000 in SP;11.4 sones @ 0.875 in SP;12.1 sones @ 0.750 in SP; 12.5 sones @ 0.625 in SP;12.9 sones @ 0.500 in SP;13.2 sones @ 0.375 in SP; 14.2 sones @ 0.250 in SP;14.7 sones @ 0.125 in SP; 14.9 sones @ 0.000 in SP Features Air Handling Quality Bearings Meet Minimum of L10-100,000 Hours; Nonoverloading Centrifugal Wheel Design Chat with an Agent UNSPSC 40101502 Country of Origin Varies(subject to change) Product Description Kitchen air belt-drive fans with drive help to ventilate a kitchen or similar environment with grease-laden or humid air.These fans come with a drive package that includes a motor,sheaves,belts,and bushings. Fans intended for use with heavy grease feature steel propellers and housings which are easier to clean and are less reactive to cleaning chemicals. Belt-drive fans are typically quieter and provide more control over the fans'blade speed and airflow than direct-drive fans. o Compatible Products t Roof Curb: Fixed Ventilated Roof Curb:Adj Ventilated Curbs, ! Curbs,Square Curb,21 x 21 in Square Curb,21 in to 26 in x 21 in Inside Dim to 26 in Inside Dim Item 4HX56 Item 4HX62 I I 17 Compare Compare Your Price ® Your Price ® j $527.54/each $1,115.10/each Qty Qty FAdd to Cart U Add to Cart I f - i rr xw z jSQUARE D Manual Motor Switch: SQUARE D Manual Motor Switch: 2 Poles,30 A,1 NEMA Rating, 2 Poles,30 A,4 NEMA Rating, Painted Steel Enclosure Painted Steel Enclosure,Screw !� Item 1 H400 Item 1 H408 i Compare Compare Your Price 0 Your Price $84.51 /each $384.14/each Qty r Qty Add to Cart U Add to Cart Chat with an Agent Replacement Parts � i DAYTON Belt Drive Motor: 1 DAYTON V Belt:41-240,24 in I Speed,Open Dripproof,Cradle Outside Lg,1/2 in Top Wd,5/16 in Base Mount, 1/2 HP,1,725 Thick Nameplate RPM,B Item 41-240 I Item 4K259 Compare Compare I j Your Price Your Price $6.48 /each $262.63/each Qty QU' I Add to Cart � Add to Cart U I 7 I! 14N 4 Centrifugal Upblast Roof Exhaust TB WOOD'S Standard V Belt j Fan: Belt Drive,Less Drive Pack, Pulley: Bushed Bore,Cast Iron, 1 14 3/4 in Wheel,1/4 hp to 1 hp Groove,5.25 in Outside Dia j Item 56JN91 Item 5UHE7 i ❑ Compare ❑ Compare i Your Price 0 Your Price $777.67/each I $50.65/each I Qty Qty FAdd to Cart U Add to Cart I f O Chat with an Agent GRAINGER. Process Thermostats / VULCAN Cal-Stat Thermostat:Pipe Thread... ' VULCAN Cal-Stat Your Price Thermostat: Pipe Thread, ( $126.42/each Close on Rise, -100* to I Qty � 4 6000F, 1/20F, 5/8 in Sheath DiaAdd to Cart Item 2E940 Mfr. Model 1 C2139 ❑ Add Extended Protection Plan for$37.50/each. If Details ❑ Setup Auto Reorder Compare i Product Details Catalog Page 2937 O Ship O Picku p Expected to arrive Tue.Mar 1 i Brand VULCAN i i Ship to 11741 I Change j Mounting Type Pipe Thread s Insertion Depth 3 in Shipping Weight 0.15 Ibs i Minimum Control Temperature-100 OF _ I Ship Availability Terms Maximum Control Temperature 600 OF Add 3o L.st .7 =W Minimum Operating Temperature-100 OF _ ---- -- - � � r �Add to Quote_ �� R -77 Maximum Operating Temperature 600 OF Sheath Diameter 5/8 in Sheath Material 304 Stainless Steel Switch Action Close on Rise Temperature Differential 1/2 OF Thermostat Type Process Thermostat Voltage 0.5 V AC Compatible System Type Fryers and Other Food Service Equipment Contact Rating Resistive @ 120V 10 A Contact Rating Resistive @ 240V 5 A Control Type Adjustable Screw Corrosion Resistant Yes Differential Type Adjustable Electrical Connection Type Hardwired—�— _ Chat with an Agent : Full Load Amps @ 120V AC 10 A Full Load Amps @ 240V AC 5 A Inductive Amps @ 120V 10 A Inductive Amps @ 240V 5 A Lead Gauge 16 ga Lead Length 8 in Material Stainless Steel Number of Switches 1 Overall Diameter 5/8 in Standards CSA LR23541;UL E36322 Switch Rating 10 A @ 120V AC;2 A @ 120V DC; 5 A @ 240V AC Switch Type SPST Temperature Scale Fahrenheit/Celsius Temperature Sensitivity+/-1.0°F Thread Size 1/2 in Thread Type NPT Overall Length 4-3/8 in UNSPSC 41112209 Country of Origin USA(subject to change) Product Description The corrosion-resistant 304 stainless steel outer shell and high-temperature wire lead termination allows these thermostats to be directly inserted in a fluid or gas. They can also be inserted into drilled holes in equipment or machinery.Also known as cartridge thermostats,Cal-Stat thermostats,or insertion temperature switches, they control temperatures for package machinery,commercial food equipment,lab and medical devices,and other commercial and industrial process applications that use liquids or gases.The setpoint temperature can be adjusted with an adjustment screw. Go-getters like you get it done and save. Free Next-Day P�Us } o o Delivery Sign Up Now on most orders—no minimum. j j Restrictions apply. ® Compatible Products Chat with an Agent GRAINGER. Roof&Attic Ventilation Fan Accessories&Parts / Grease Collector Box:For Roof Mount... Grease Collector Box: For � Your Price Roof Mount Mount, 12 in $73.53/each Overall Lg i U Qty E �.. Add to Cart Item 48C174 Mfr. Model 48C174 ; Add Extended Protection ---- Plan for$20.62/each. i Details i Setup Auto Reorder Compare i Product Details Catalog Page 2829 O Ship o Picku p { Brand DAYTON Expected to arrive Tue. Mar 19. For Fan Type Upblast Fans Ship to 11741 Change Compatible Grainger SKU All Dayton Centrifugal Upblast Exhaust Ventilators Shipping Weight 2.07 Ibs � Compatible Manufacturer Model Number C-Series Product Ship Availability Terms Overall Height 6 in _ Overall Width 5 in Quote = Overall Length 12 in I For Fan Mounting Type Roof Mount Documents For Use With Dayton Upblast Roof Ventilators Dayton Includes � Solutions for Air Resource (2) 1/4 in x 3/4 in Flat Washer;(2) 1/4 in x 3/4 in Sheet Metal Screw;Mounting Hardware ►�, Dayton Grease Collector Box —-- -- — ---_ -- Operating Instructions Material Plastic Standards AMCA;NFPA 96;UL 762 Container Capacity 1 gal Product Type Grease Trap UNSPSC 40101502 Country of Origin USA(subject to change) Product Description Grease traps mount onto exhaust ventilators to collect heavy grease residue and help protect the structure from grease-related damage. { Chat with an Agent Go-getters like you get it done and save. Free Next-Day o o Delivery Sign Up Now { on most orders—no minimum. Restrictions apply. . Compatible Products j g y Centrifugal Upblast Roof Exhaust Fan: Belt Drive,Includes Drive I Pack,21 1/4 in Wheel,ODP,3 hp i Item 7YR27 t r El Compare 3 Your Price $2,513.45/each j Qty UAdd to Cart i Chat with an Agent Product Information Sheet FyreWrap° Elite° 1.5 Duct Insulation — Grease Duct ASTM E2336 System Introduction Unifrax's FyreWrap®Elite®1.5 Duct Insulation is a two-layer flexible enclosure for two-hour rated commercial kitchen grease ducts.FyreWrap Elite 1.5 Duct Insulation is tested per ASTM E2336 and is acceptable as an alternate to a traditional fire-rated shaft.Installed as a two-layer system, FyreWrap Elite 1.5 complies with the International Mechanical Code(IMC)and Uniform Mechanical Code(UMC).FyreWrap Elite 1.5 Duct Insulation offers the following product features: • 2-hour fire-resistance rating FyreWrap®Elit&1.5 Duct Insulation • Alternate to shaft enclosure Product Components • Complies with IMC and UMC Core Material:FyreWrap Elite 1.5 incorporates Insulfrax® • Tested per ASTM E2336 Thermal Insulation as its core material.Insulfrax is a high- • Two-layer system;inner layer utilizes butt joint temperature insulation made from a calcia,magnesia,silica • High-temperature,biosoluble insulation chemistry designed to enhance biosolubility.It provides • Zero clearance to combustibles,at any location excellent insulation in a noncombustible blanket product form. Encapsulating Material:The core insulation blanket is. • GREENGUARD listed for Microbial Resistance completely encapsulated in an aluminum foil fiberglass reinforced scrim covering.This scrim provides additional handling strength as well as protection from grease, moisture absorption and tearing. Typical Product Properties ICC Evaluation Services ........................................................Evaluation Report ESR-2224 Intertek Laboratories(OPL)Listed, File 14870 ......................Duct System:Design No.UNI/BI 120-02,UNI/WA 120-01 ASTM E2336..........................................................................Passes all tests ASTM E2336 Internal Grease Duct Test................................Zero Clearance to Combustibles at all locations on wrap ASTM E119 Full Scale Engulfment Test..................................2-hour Fire Resistance Rating ASTM E119 Vertical Wall Test ................................................2-hour Fire Resistance Rating ASTM E84,UL 723, ULC S102.2—UL File No.R14514 Unfaced Blanket Encapsulated Flame Spread/Smoke Developed Rating........................Zero/Zero <25/<50 ASTM E814 Firestop Test ......................................................Firestop System:UNI/FRD 120-19,UNI/BI 120-02 F-Rating=2 Hrs.,T Rating=2 Hrs. ASTM E136 Non-Combustibility Test......................................Passes ASTM C518 Durability Test ....................................................Passes;R-Value=4.8 per inch at 75°F ASTM C518 Thermal Resistance ..........................................R-Value of Elite 1.5(11/2")=7.2 ASTM D6329-03 Microbial Resistance..................................Resistant to Mold Growth California State Fire Marshal Listing ......................................No:2440-1478:100 Complies with:NFPA 96(all editions),1997 ICBO Uniform Mechanical Code(UMC),1997 ICBO Uniform Building Code(UBC), 2000,2003,2006,2009,and 2012 International Mechanical Code(IMC),2000,2003,2006,2009,and 2012 IAPMO UMC(Uniform Mechanical Code). ICC F� Complies �F� C U` US with: NFPA `— INlEaxnnoruLFlaEsroa COUNCIL ESR-2224 Intertek 96 TIESOumNRasbp EsymRn Typical Product Parameters transverse butt joints and exposed blanket edges with Thickness 15" minimum 3"wide aluminum foil tape.Pins are NOT required Nominal Density 6pcf when utilizing this installation method. �t Standard Product Form Scrim Encapsulated Overlap Techniques Product Availability 24"w x 25LF The first layer can be installed with transverse(perimeter) 48"w x 25LF joints butted and minimum 3"longitudinal overlaps on the topside of horizontal ducts.All overlaps for the second,or Installation outer layer,are required to be a minimum of 3" For the The FyreWrap Elite 1.5 Duct Insulation ASTM E2336 System second layer,transverse(perimeter)overlaps of adjacent consists of a fully encapsulated,two-layer system applied blankets may be installed using one of the following three directly to the duct surface.The insulation system may be methods and as shown in Figure 2. installed at zero clearance to combustibles at any point.To minimize waste, FyreWrap Elite 1.5 should be rolled out tautly Telescoping Overlap Wrap Technique: before measuring and making any material cuts. This wrap technique is the most common method of installing FyreWrap Elite 1.5 where each adjacent blanket has one Butt Joint Both Layers Wrap Option edge exposed and one edge covered by the next blanket,to (For ducts 24" x 24" or less) form a 3"overlap. For ducts 24"x 24"or less,both layers of wrap can be Cut the first piece of inner layer insulation to a length installed with transverse(perimeter)joints butted and sufficient to wrap around the duct and provide a 3"longitu- minimum 3"longitudinal overlaps located on the topside dinal overlap on the topside of the duct.Install the adjacent of horizontal ducts.Stagger transverse butt joints by 12" inner layer piece so that the blanket edge is butted against between the first and second layers of wrap.Both layers of the preceding piece,forming a tight perimeter joint.This wrap can be temporarily secured with 1"wide filament tape. piece also requires a 3"longitudinal overlap on the topside After the second layer of wrap is installed,place carbon or of the duct.Space the starting edge of the outer layer a stainless steel bands(min.1/2"wide, .015"thick)on both sides maximum 3"from the exposed edge of the inner layer.All of all transverse butt joints 21/2"on center from the joint and in joints on the second layer require a minimum 3"overlap. the field area between the butt joints 9"on center.Tighten Ends of the outer overlaps occur on the topside of the banding to firmly hold the wrap system in place but not so horizontal section and backside of the vertical section of the tight as to cut or damage the blanket and secure with duct,alternating nominal 8"on either side of the longitudinal minimum 1"long steel crimp clips.Seal all second layer centerline with each successive wrap piece.All cut edges shall be sealed with aluminum foil tape. Figure 1. Butt Joint Wrap Option FyreWrap®Elite®1.5 Duct Insulation FP-693 Commercial Kitchen Grease Duct System ASTM E2336 System 1-and 2-Hour Fire-Rated Enclosure,Shaft Alternative Zero Clearance To Combustibles Butt Joint System(Both Lavers,Max.24"x 24"Duct) 1 2 3 6 2 ; 5 2 3 5 6 4 ` Butt Joint „ Adjacent Blanket Pieces Legend: tii 1t 1 FyreWrap®Elite®1.5 Duct Insulation,Two Layers (each 1.5",total thickness=3") 2 Filament Tape(Temporary Hold ! 9 3 1/2"Carbon or SS Banding Straps(Permanent Hold) z�i 9 4 3"Minimum Longitudinal Overlap 5 1"Compressed Butt Joint Note:Applies to both horizontal and vertical duct orientations. 1 6 3"Wide Aluminum Foil Tape at 2nd Layer.Transverse Butt Joints Form C-1495 Effective 3115 ©2015 Unifrax I LLC All Rights Reserved Printed in USA Page 2 of 8 Figure 2.2-layer detail FyreWrap®Elite®1.5 Duct Insulation FP-421 Commercial Kitchen Grease Duct System ASTM E2336 System 1-and 2-Hour Fire-Rated Enclosure,Shaft Alternative Zero Clearance To Combustibles 1 2 3 5 / INSTALLATION METHODS: 4 �� I a I 2 3 5 Butt Joint—3"Overlap Legend: z s 1 FyreWrap®Elite®1.5 Duct Insulation,Two Layers ' (each 1.5",total thickness=3") _ 2 3 2 Filament Tape(Temporary Hold) 5_ _ _ _ 3 Carbon or SS Banding Straps(Permanent H I 4 3"Minimum Longitudinal Overlap 5 1 3"Minimum Transverse Overlap 24' to!' 10r 6 1"Compressed Butt Joint Butt Joint—Collar 3"Overlap on all layers 7 Steel Hanger Rod 8 Steel Angle 9 6"wide FyreWrap®Elite®1.5 Collar Note:Applies to both horizontal and vertical duct orientations. Checkerboard Overlap Wrap Technique: Attachment Options This installation uses a 3"overlap pattern with both edges Three attachment options are available for installers.Choices of each alternating blanket covered by each adjacent blanket are limited by the duct width dimension.Details on each whose edges are exposed.The overlap joints in alternate option are provided below. layers of blanket resemble a checkerboard pattern in the Banding Only:For Duct Widths 24"or Less completed installation.This technique is often utilized when To temporarily secure the insulation,optional use of filament a small section of duct wrap must be repaired. tape is permitted.Place carbon steel or stainless steel bands Butt Splice with Collar Wrap Technique: (min.1/2'wide,nom.0.015"thick)11/2"from each edge of each This wrap technique permits installation with the blanket second layer blanket overlap.Place additional bands in the edges butted together and a 6"wide collar of blanket that field area between the second layer overlaps on maximum is centered over the butt splice,overlapping each adjacent 10/2'centers.Tighten banding to firmly hold the wrap system blanket 3".The collar can be field fabricated from FyreWrap in place but not so tight as to cut or damage the blanket and Elite 1.5 Duct Insulation rolls or purchased separately. secure with minimum 1"long steel crimp clips.No bands are required on the first layer.Pins are NOT required when this Vertical Duct Runs(Optional) banding technique is used. For vertical runs,the insulation can be applied to the duct in Banding and Pins:For Duct Widths s 49" a continuous length applied parallel with the length of the Weld 12-gauge steel insulation pins to the underside of duct as opposed to wrapping around the duct.All overlaps horizontal runs and backside(side of duct having largest are to be maintained at a minimum 3"and are to occur a dimensions)of vertical runs.Place pins at maximum 12"rows minimum of 6"from any corner of the duct.The second'layer and on maximum 101/2"centers.To temporarily secure the is to be centered over the overlapped seam of the first layer. insulation,optional use of filament tape is permitted.Impale Pins spaced a maximum 8"o.c.are to be placed at the FyreWrap Elite 1.5 Duct Insulation over the pins and hold in centerline of all vertically oriented overlaps. "N Form C-1495 Effective 3/15 02015 Unifrax I LLC All Rights Reserved Printed In USA Page 3 of 8 place with minimum 21/2"square or 1.5"round galvanized threaded rod to each corner of the access door opening. steel speed clips(washers).Turn down or cut off exposed Cover with hollow steel tubes(optional)for easy removal of ends of pins to eliminate safety hazards.Locate carbon steel blanket.Weld at least four steel insulation pins to the outside or stainless steel bands(min.1/2"wide,nom.0.015"thick) 11/2" of the door cover panel, 1"from each corner.Cut through thQ from each edge of second layer overlap joints.Locate a two layers of FyreWrap Elite 1.5 Duct Insulation already second band midpoint between the second layer overlapped covering the duct and access door opening.Leave the interior joints,approximately 101/2"on center.Tighten banding to piece in place.Cut back the outer layer to form an opening firmly hold the wrap system in place but not so tight as to with perimeter dimensions that extend 1"beyond the inner cut or damage the blanket and secure with minimum 1"long layer.Cut a piece of FyreWrap Elite 1.5 Duct Insulation that steel crimp clips.No bands are required on the first layer. matches the dimensions of the opening and install over pins Cup head style pins are also permitted and shall be located to fit tightly within the existing material.Cut an additional at the same spacing as pre-welded pins. piece of insulation with perimeter dimensions that extend Pins Only:For Duct Widths>49" 1"beyond the layer below.Install over the insulation pins. Weld 12-gauge steel insulation pins on all sides of the duct. Throughout the installation process,seal all cut edges with Place insulation pins in rows(perpendicular to the length of aluminum foil tape.Secure with washers and bend over the duct)spaced maximum 101/2"on center.Pins in each row excess pin lengths to eliminate safety hazards.Place washers are maximum 63/4"from each duct edge and maximum 12" on threaded rod and secure with nuts.Do not install banding on center.Locate insulation overlaps so they are centered on over this area.See Figure 3 for details. the pins.Impale FyreWrap Elite 1.5 Duct Insulation over the Prefabricated—Ductmate Ultimate and Ductmate F2-HT pins and hold in place with minimum 21/2"square or 11/2" prefabricated access doors are permitted and must be round galvanized steel speed clips(washers)to keep the installed in accordance with Ductmate Industries, Inc. system from sagging.Turn down or cut off exposed ends installation instructions and the applicable code.The of pins to eliminate safety hazards.Cup head style pins are prefabricated access door is protected with three layers also permitted and shall be located at the same spacing as of FyreWrap Elite 1.5 Duct Insulation.The first layer is cut pre-welded.The pins only attachment method can be used to the size of the door.A successive layer(two additional for duct widths less than 49", but is optional. layers) is sized to create an overlap of 1"beyond the layer immediately below.All edges of insulation blanket must be Access Door protected with aluminum foil tape.A No.16 gauge outer plate the same dimension as the outer layer of insulation blanket Field fabricated and prefabricated grease duct access doors is held in place over the insulation using threaded rod and are permitted for use with FyreWrap Elite 1.5 Duct Insulation. wing nuts.The outer plate is supplied with the Ultimate Installation details are provided below and in Figure 3. door and F2-HT doors.Access doors are available from Field fabricated access doors are protected with three Ductmate Industries,Inc.Contact www.ductmate.com or layers of FyreWrap Elite 1.5 Duct Insulation.A gasket of 0.5" 1-800-245-3188 for additional information or local distributors. thick unfaced FyreWrap or ceramic fiber blanket is initially Ask for the Access Door Product Line Manager. installed between the duct and the access door cover.Weld APPLIED FIRE PROTECTION o V� uNIFRAX I LLC Cus C F�7 uS New Carlisle,IN FyreWrap®Elite® 1.5 Duct Insulation Intertek Nominal Density:6 pcf FACED BATTS 8 BLANKETS Tested Per. SURFACE BURNING CHARACTERISTICS ATM E119-Fire Resistance 2 our Listed ANSI/ASTM E814-T-Rating:2 hrR--tFRati gh2 hour FLAME SPREAD 25 WIN 14870 ASTM E2336 SMOKE DEVELOPED 50 CAN/ULCS144 Reference UL 1978-Sec.14&15-Passed Issue No: Infertek Directory UL 2221 of Listed Products AC 101(Engulfment)-Passed WWW.lntertelt.com/dlrectories/ AC 101(Internal)-Passed R14514 ISO 6944-Duct Type:A For additional information about product performance or Refer to the product Material Safety Data Sheet(MSDS) to identify the recommended product for your fire protection for recommended work practices and other product safety application,please contact Uniifrax at 716-768-6500 and ask information. for Fire Protection Application Engineering. MWeNrew Form C-1495 Effective 3/15 ©2015 Unifrax I LLC All Rights Reserved Printed in USA Page 4 of 8 Figure 3.Access Door FyreWrap®EliteO 1.5 Duct Insulation FP-426 Commercial Kitchen Grease Duct System Access Door Systems 1 5 6 7 15 � `13 12 1 15 5 6 7 2 1 r 13 4 2 12 1� Ductmate Ultimate 9 Ductmate F2-HT 6 4 r Door System Door System 1y tt 9 tt Legend: 1 Access Door Opening 2 All Thread Rods 3 Access Door Cover Panel 16 Gauge(field fab.only) 4 Insulation Pins—Welded to Cover 14 t 5 First Layer FyreWrap®Elite®1.5 6 Second Layer FyreWrap®Elite®1.5,1"Overlap 5 7 Third Layer FyreWrap®Elit&1.5,1"Overlap 6 8 Speed Clips/Washers 2 �� ,� 7 9 Cut Edges Sealed With Aluminum Foil Tape 3 ' , ,, 6 10 Spool pieces for threaded rods(optional field fab.only) 4 11 Wing Nuts •° 12 12 Washers °o' 13 Insulation plate Field Fabricated 9 ` 141 Unfaced FyreWrap blanket or Ceramic fiber gasket,1/2"thick Door System 10 11 15 1 Prefabricated access door Duct Support Firestop Systems Horizontal duct support systems do not require FyreWrap Where ducts insulated with FyreWrap Elite 1.5 Duct insulation when constructed using a minimum%"diam- Insulation pass through fire-rated walls and floors,the eter uninsulated all-thread steel rod and 11/2"x 11/2"x 1/e" penetration opening shall be firestopped to maintain the uninsulated steel angle spaced a maximum 60"on center fire rating of the assembly.Firestop Systems acceptable along the length of the duct.A minimum clearance of 1"is for use with FyreWrap Elite 1.5 Duct Insulation ASTM required between the protected duct and the steel rod.To E2336 System at the time of printing are detailed below. increase hanger spacing to 72"on center,'/2"all-thread steel See Figures 5-7 for details.Additional firestop systems rod and 2"x 2"x 1/4"steel angle are required.Vertical duct may be developed and available for use.Contact Unifrax support systems do not require FyreWrap insulation when at 716-768-6500 and ask for Fire Protection Application constructed using minimum 11/2'x 11/2"x 1/4"steel angle Engineering for additional details and assistance or visit brackets located on opposite sides of the duct,on the top the test lab web site for the latest documentation. and bottom of each floor-ceiling assembly.The supports are attached to the duct with welds.Maximum spacing between vertical supports shall be established by structural calculations in accordance with the applicable code,that are submitted to the building official for approval.See Figure 4 for details. For all other duct support configurations,please contact Unifrax at 716-768-6500 and ask for Fire Protection Application Engineering. Form C-1495 Effective 3115 ©2015 Unifrax I LLC All Rights Reserved Printed in USA Page 5 of 8 Figure 4. Firestop Installation FP-625, FyreWrap®Elite®1.5 Duct Insulation TYPICAL VERTICAL DUCT SUPPORT DETAILS apical Duct Support Details 4 TYPICAL HORIZONTAL DUCT SUPPORT DETAILS 1 i( ) ( ) 7 Typical Penetration 3• of 9mr/Ceiling i i n. --__--- ro"r uu' Im c.lu" Typ. -- I L2 2 1 y/ 1____________ _______ _ i 2 (( 6 t 0- Legend: 1 Max.Duct Size(HxW) 49"x 49" 49"x 49" Legend: 2 Steel Threaded Rod 3/e"diameter 1/2"diameter 1 FyreWrap®Elite®1.5 Duct Insulation,Two Layers 3 Steel Angle 1W2"x 11/2"x Y8" 2"x 2"x 1/4" 2 Duct Support Mechanism 4 Support System 6011 72" 3 Mechanical Fasteners&Washers Spacing(L) 4 Grease Duct 5 Fire Resistive Concrete Floor/Ceiling Assembly 6 Firestop System 7 Steel Banding and Clips Figure 5. Firestop Installation FyreWrap°Elite°1.5 Duct Insulation 5 FP-731 Through Penetration Wall System 3 a Intertek(OPQ Design No.UNUFRD 120-19 2 2-Hour Fire Resistance Rating F-Rating=2 Hrs.T-Rating=2 Hrs. Section"A—A" 7 Legend: 1 Grease Duct,max.4900 in2 area,70"max width 6 A t 2 FyreWrap®Elite®1.5 Duct Insulation,Two Layers S� 3 Unfaced FyreWrap®Elite®1.5(37/e;compressed 48%) — I— — i 4 STI S ec Seal SSS,%"depth A A 5 Fire-Resistive Gypsum Wall Assembly 6 Annular Space 0"to 31/2" End View 5 Ww Form C-1495 Effective 3115 ©2015 Unifrax I LLC All Rights Reserved Printed in USA Page 6 of 8 Figure 6. Firestop Installation FyreWrapO EliteO 1.5 Duct Insulation Through Penetration Firestops Wall FP-690 Intertek Design No.LTNI/BI 120-02 F-Rating=2 Hrs.T-Rating=2 Hrs. 3 3 3 4 4 4 4 1 4 4 2 2 6 6 Section"A-N' Section"A-A' Section"A- Option 1 Option 2 Option 3 5 A 0 3 3 4 4 2 4 4 2 6 Section"A-A' Section"A-A" Option 8 Option 4 3 3 3 4 4 4 2 2 65 6 6 Section"A-A!' Section"A-.A' Section"A-A!' Option 7 Option 6 Option 5 Legend: 1 Grease Duct,max.2401 in2 area,49"max width 2 FyreWrapO EliteO 1.5 Duct Insulation,Two Layers 3 Fire-Resistive Concrete,Gypsum,or CMU block wall assembly,2 hr.rated 4 Firestop Sealant,W depth,overlapping on wall and duct min.1/? 3M Fire Barrier 1000NS or Hilti FS-ONE or STI SpecSeal orTremco FyreSil 5 Unfaced FyreWrapO EliteO 1.5 or 4 PCF Mineral Wool compressed 50%option 1 and 33%options 2-8,recessed%"from both sides of wall F-6 Annular space,1/2'to 41/2' Form C-1495 Effective 3/15 @ 2015 Unifrax I LLC All Rights Reserved Printed in USA Page 7 of 8 Figure Z Firestop Installation FyreWrapO Elite®1.5 Duct Insulation Through Penetration Firestops Floor fp-691 Intertek Design No.UNI/BI 120-02 F-Rating=2 Hrs.T-Rating=2 Hrs. 2 1 2 1 2 4 it zE 3 J NI:![ IT NON Section"A-N' Section"A-N' Section Option I Option 2 Option 3 A 2 7 2 4 2 21 O 6 5 Section"A-A!' Section"A-A:' Option 8 Option 4 A 2 t 2 2 4 4 4 j. iri MV it Section"A-N' Section"A-A!' Section"A-N' Option 7 Option 6 Option 5 Legend: 1 Grease Duct,max.2401 in 2 area,49"max width 2 FyreWrap®Eliteo'1.5 Duct Insulation,Two Layers 3 Fire-Resistive Concrete Floor/Ceiling assembly,2 hr.rated 4 Firestop Sealant,W depth,overlapping on floor and duct min.1/2" 3M Fire Barrier 1000NS or Hilti FS-ONE or STI SpecSeall SSS or Tremco FyreSil 5 Unfaced FyreWrap®ElitO 1.5 or 4 PCF Mineral Wool compressed 1 50%option 1 and 33%options 2-8,recessed W from top side of floor 6 1 Annular space,1/2"to 41/2" Form G-1495 Unifrax I LLC Effective 3/15 0 2015 Unifrax I LLC Corporate Headquarters All Rights Reserved Printed in USA 600 Riverwalk Parkway Page 8 of B Suite 120 The following are registered trademarks of Unifrax:FyreWrap,Elite and Insuffrax. Tonawanda,ida,NY 14150 The test data shown are average results of tests conducted under standard procedures and are subject to variation.Results should not be used Telephone:716-768-6500 for specification purposes. Internet wwwurilfraxcom Product Information Sheets are periodically updated by Unifrax.Before relying on any data or other information In this Product Information Sheet, you should confirm that it is still current and has not been superseded.A Product Information Sheet that has been superseded may contain Email:info@unifiax.com Incorrect,obsolete and/or irrelevant data and other information. Component Description ri 77, - TOP OF Rv CENTER OF CYLINDER VAMWE DISCHARGE PORT tx �� 4 � rc, NOMINAL I CYLINDER DIAMETER Figure 2-1. Dimensions of:Cylinder and Valve Assembly, P/N 87-12XXXX=061: Refer to Figure 5-26 for Cylinder Valve details. Table 2;-1. Cylinder and Valve Assembly Specifications Cylinder and.Valve; Dimensions Assembly Part Model Maximum Number FloW Number a _ C 87`r20000;�1WHDR v1'C_M 87-1200.02-001 WHDR-260 8 21.in:_ 19.-5/8-in. 91 n. (534 mm) (498 mm) (230.mm) 87-120001M1 WHDR--40DS 12 19 In. 17-1/2 in. 12-1/4 in: (483 mm) (444 mm) (311 MM) 87=120006-00.1 WHDR 400M 12 24=3/8 in. 23 in:. 10 In. (619 mm) (584 mm) (254 mm) 87--120005-001 WHDR-600 18 35=1/8 in. 33-3J4 in. 10 in. (8,02 mm). (857 mm) (254 mm) 87-125001-001 WHDR-SW 4 15-1/4 in; 13-7/8 in. 8 in. (381 mm) (352 mm) (203 mm) 87-125002-.001 WIDR-10EU 8 21 in. 19-5/8 in. - 9 in.. (533 mm) (498.mm) (229 rnm) 87-125003-001 WHDR S15EU 12 8-:7/8 in. 17-1/2 in. lZ in. (479-mm) (445 mm) (305 mm) 87-1250Q6=001 WHDR-M15EU 12 24-3/8 in. 23 in. 10:in: (619 mm) (584 mm) (254 mm) 87-1.25005001 WHDR 23EU S8 35 in. 33-1/2 in. 10.,in: (809.mm}; (851 mm) (254 mm) P/N 87422000-001 2-3 April 2005 Component Description 2-1.1.1 CYLINDER BPACKETS A — 0- CYLINDER;STMP CYLINDER,STRAP Ww •K _ ! tYltftlfltilrl�tJ FiitlflllRtN„ f 4 € t. � a I < FRONT VIEW SIDE VIEW figure Z-2. Mounting'Brackets Table 2-2. Mounting Bracket Dimensions Dimensions Part.No. Model A B c 60-9197430-000 WMDR-325 3 in., 9-3/8 In. 1-3/8 in. WHDR-SEU (6 mm) (238 mm) (35 mm) 60-91.0263-000 WHDR-260 4-1/,2.in 12 in. 2-1/2 in. WHDR=:IOEU (114 mm) (305 mm) (64 mm) 60-9197414-000 WHDR-400M 44/2.in. 20-1/2. n. 2-1/2 in. WHDR:M15EU (114 mm) (521 mm) (64 mm) 60-9197415-000 WHDR-400S 4.-1 2.in. 11=112 in. 2 in. WHDR-SI5EU (114 mm) (290:mm) (51 mm) April 2009 2-4 PIN-87-12200¢-001 Component Description CftINDERSTRAP F` C ft 1<\Sa' F Figure 2-3. Shelf Bracket, P/N 87-100013=001 Table 2-3. Mounting Bracket.Dimensions- Dimensions Part No. Modei A B C 87=100013-U01 WHD.R-600,WHDR 400M, 11 in. 10-1/8 in. 21-1/8 in. WHDR-M15EU, WHDR-23Eu (279 mm) (258 mm) (531 mm) 2-1.1.1.1 Floor Mount:Brackef Kit; P/N 87-10.0010-00.1 A.Fioor Mount Bracket Kit is used far mounting the WHDR=6001WHDR-400M/ WHDR-M.I5EU/.WHDR-23EU cylinder to the .floor: The Floor Mount Bracket Kit requires Wall Mounting Bracket P/N 87-100013-001i �/8 In:OiARtETER BOLTS TO ATTACH 3IeIn.DIAMETER TO WALL MOUNTING BRACKET BOLTS To ATTACH TO WALL MOUNTING BRACKET C Figure 2-4. Floor Mount Bracket Kit,.,P/N 87-100010-001 Table 2-4. Floor Mounting-K'it S.Pecifications 'Dimension A Dimension B Dimension C .3 in. (76:mm) 9-5/8 in. (245 mm) 6-9/.16 in..,(168 MM) PIN.:87-122000-001 2-5 Aprii2009 Component Description ' 2-L 1.2 DISCHARGE ADAPTER KIT, P/N.83-8449.08-000 The Discharge Adapter provides a means to connect agent distribution pipe to all Kidde Wet Chemical Cylinder and Valve Assemblies. The Discharge;Adapter Kit consists of-a 3/4-Inch NPT external thread acid 1/2-inch NPT internal thread adapter and a steel flange plate(Figure:2-5). Note: The nuts and bolts used to:secure the Anti-Recoil Plate to the discharge valve should:be retained and used for mounting the•Discharge Adapter to the valve outlet. The D.ischarge.Adapter can also be used as.a recharge adapter to pressurize.the cylinder with,nitrogen after filling with.wet.chemical. Note: This part must. be ordered separately. It is not included with the Cylinder-and Valve Assembly. . 'FLANGE PLATE 112 in.NPT (INTERIOR) ADAPTER Y f� -314 in,NPT � Y (EXTERIOR) '< ' � r_.. O-RING Figure 2-;5. Discharge Adapter 1(it, P/N 83-84.4908-000 April 2009 2-6 PIN 87-122000-Q01 Component Description 2-1,1.3 DISCHARGE NOZZLES ereare essentially seven types of nozzles in,the Kidde wet_chemical system.They are: • ADP DM • R. • LPF • LPR Each nozzle-has: Stainless steel.internal.strainer and nickel-chrome plated brass body Special foil-seal over the discharge orifice to prevent grease from:depositing In the orifice and plugging the nozzle •. Grooved-rings on the body define the nozzle:type (Refer to Table 2-5) Body is stamped with nozzle type and Kidde/RG as shown in Figure.2-6. • o.m 'Figure 2-6. Example of"Nozzle.Stamped'with'Nozzle Type and Kidde/RG Note: Older nozzles are stamped "Kidde". Newer nozzles, are stamped „Kidde/RG". It is permissible to use old and/or new nozzles.includedl in this manual in a Kidde system. PIN 87.122000-001 2-7 Apr112009 Component Description Table.2-5. WHDR Nozzles Nozzle Type Part:Number, Flow Number Grooves ADP Nozzle 87-120011-001 1 F Nozzle 87=120012-001 2 2 ~<. GRW Nozzle 87m420013-001 1 3 R Nozzle 87-120014-001 1 4 R DM Nozzle 87=120015=001 3 0: _F LPF Nozzle 87-120022-001 2 1-&4 LPR Nozzle 87-120024-001 1 Disc&Gore' Apri12009 2-8 P/N 87-122000-001 Component Description 2-.1.1.3.1 ADP Nozzle, P/N 87-120011-001 ADP-nozzles are used for the following hazards: • Ducts • Plenums • Flat cooking surfaces(griddle) Split Vat Deep Fat Fryers (low proximity) • Upright Broilers (Salamander). -Closed-top Chain'Broilers • Open-top Chain Broilers • Natural/Mesquite Charcoal'Charbroiler • Krispy Kremer Model 270 d/h Donut Fryer INTERNAL THRE 9D 3/8'in.NPT wit `y/ f 131163n.(21 mm) 1.GROOVe .: 9116.in.(14 mm) Figure 2-7. ADP Nozzle, P/N 87-120011-001 2-1.1.3.2 F Nozzle, P/N 87-120.012-001 F nozzles;are used for the following hazards: • Fryers • Tilt Skillet5/8raising Pans Purnice'Rock (Lava;Ceramic) • Charbroilers INTERNAL THREAD / 318 In.NPT 7 TfBlry.(4g 13/16 in.(21 mm) 2GROOVE$ g(16.in. 14mm ( ) Figure 2-8. 'F Nozzle, P/N 87-120012-001 PIN.87-.22000-001 2=9 April 20Q9 Component Description 2-1.1.3.7 LPR Nozzle,,P/N 87-120024-001 LPR nozzles are used for the following hazard.: + Ranges INTERNAL THREAD 3/81n.NPT rim .i.Y... 13116 in.(21 mm NO GROOVES 13116 in.(21 mm) Figure 2-11 LPR Nozzle,.P/N 87-120024-.001 2-1.1.3.8 Swivel Adapter,P/N 87-120021=001 The swivel adapter may be used conjuhction with any nozzle. i 318 im(10 mm)NPT ti `- _._._ 318 In.(10 mm)NPT �- (INTERNAL THREAD) 1 in:(25 mm)HEX. 718.in.(22 mm)HEX Figure 2-14. Swivel Adapter, P/N 87-420021-001 April2009 2-12. P6N 87422000-001 Component Description 2-2 CONTROLS 2-2;1 AWTP4 Control Systein,,p/N e7-a2o099.-00 The XI/Control-System,PIN 87-120099=005,is used for actuating the Kidde Cylinder and Valve Assembly. The XV Control.System can be attached to the System Valve Actuator, P/N 87- 120042-001 for direct cylinder mounting, or to a wall for remote: mounting. Knockouts are provided to accommodate either type of mounting. The controller can lie operated with, • Automatic mechanical detection (fusible-links and.thermo-bulb_links), • Automatic electrical operation, and • Remote-and local manual operation, ti ass k l., i � t �: f 9-7116'in. 44 s �dwit P � 4 3.3/4 in. 04/16 in. (95 mrn) (208 mm) —� 'Figure 2-15. XV Control System, P/N 87-120099-001 P/N 87-422000-001 243 April 2009 Component Description 2-2.1.3 SYSTEM VALVE ACTUATOR (5VA), P/N 87-120042-001 A System Valve Actuator(SVA)is mounted to every wet Chemical cylinder valve assembly(see Figure 2-18). The SVA has ports fior low profile tubing runs, and is also equipped with a spring loaded plunger that locks.the.plSton in the discharged position, ensuring complete discharge of the cylinders)contents. 51161E UNC THROUGH"HOLE(TYP). (NOT SFIOWN) f i rxtti' NPT PORT" . 1-3/4 in. r tr a (44,mm) y 116 in.NPT PLUG 1 µ _(t-APPLICABLE) n� SVA PISTON IN SPRING LOADED SET POSITION PISTON IN ACTUATED PLUNGER POSITION(TOWARDS CYLINDER VALVE) Figure 2-18. System Valve Actuator(SVA), P/N 87-120042-001 P/N 87-122000-001 2-15 April 2009 Component-Description 2-2.1.6 MICROSWITCH KIT, P/Ns B7-120039-601 137-120039'_501 (FOR XV) The .lVijcrosWltcft row switch {see- N 2-21 and Table 2-7). Microswitch Kit is a single .0ole, double th � . h IgUf Included in the kit is the microswitch, pigtail assembly and four mounting screws (two short and two long). Note: Microswitch Kit:P/N 87-120039-501 includes a pigtall assembly With White stripes. The Wire leads are 24-inches(610 mm) In length. Four Microswitch Kits can be mounted in the XV Control System. There are two mounting locations o accommodate the four Microswitch kits (two stacked at each:mounting location); with EMT ports for each mounting location. This allows,for the use of two electrical junction boxes for separation of signal lines and AC lines. These are used when it is necessary to open or close electrical circuits. The following are examples, but not limited to: • Electrlc�pppl lance shutdow,n • Make up afr shutdown • Electric gas valve shutdown • Shuntbreaker/relay Note: Not for alarm initiation. Electrical appliances usually have, a. higher amp rating than the switches. in this case, such appliances shall-not be wired directly to the microswitch. A magnetic contactor or relay must be used. For wiring.the mIcroswit6 for-XV, refer to Figure.4m30. ELECTRICAL CONNECTOR MICRoamcH Figure 2-21. Microswitch Kit, P/Ns 87-120639-00.1i 87-120039-501 Table 2-7. Microswitch Electrical Ratings 12,5/250 Vac 20.5 Amps 250 Vac 1-1/2 HP: 125 Vac 1/2 HP April 2009. PIN 8M22000-001 Component Description 2-2.3.2 UNIVERSAL_-LINK HOUSING KIT,'P/N 87-120064-001 The Universal-Link Housing Kit;shown in Figure 2-29, consists of the following:: Table 2-12. Universal Link Housing Kit, P/N 87-120064-001 Item Quantity 11-1/2 in. (292 mm) Detector Housing 1 Crimp Sleeves 2 "S"'Hooks 2 The items above are used to attach the Fusible-Link or Thermo-Bulb Links to the 1J16-inch cable leading to the XV Control System or KRS-50 Control Box.The Universal-Link Housing can be configured as an End-of-Lime or In-Line bracket. 1116 in:CABLE TO CONTROL SYSTEM (NOT SUPPLIED) "S"HOOKS CRIMP SLEEVE LOCKNUT THERMO-BULB LINK f✓11*1i2 NOT SUPPLIED OR FUSIBLE-LINK J ( ) (NOT SUPPLIED) f 'fHERM0=6lJLB LINK OR FUSIBLE-LINK CRIMP (NOT SUPPLIED) SUMVE 1/2 in.EM- T EXAMPLE OFIN-LINE EXAMPLE OL HOU IN,0 IT CONNECTOR UNIVERSAL HOUSING KIT UNIVERSAL HOUSING KIT "S"HOOK. {NOT SUPPLIED} Figure 2-29. Example of End-of-line and In-line Universal Link Housing Kit, P/N 87-120064-001. PIN 81-122000-001 2-25 April 2009 • Component Description 272.13 SYSTEM VALVE.ACTUATOi2 (SVA), P/N87-120042-001 A System Valve;Actuator(SVA) 15 mounted to every wet chemical cylinder valve assembly (see Figure.2-18). The SVA has ports for low profile.tubing runs,and is also equipped with a spring loaded.plunger that locks the piston in the. discharged position, ensuring complete discharge of the cylinder(s) contents. 511648 UNC THROUGH.HOLE(TYP) (NOTSHOWN). Ill ; NPT PORT a a WIN ZV ra z�ht 118 In NPT PLUG it 'cvt�ec (IF APPLICABLE) r SVA PISTON IN SPRING LOADED SET POSITION PISTON IN ACTUATED PLUNGER POSITION(TOWARDS. CYLINDER VALVE) Fioure.2-18. System Valve Actuator (SVA}, P/N 87-120042-001 P/N 87-122000-.0.01 2-15 Aprli 2009 Component Descriptio.n- 2=2.3,4 FUSIBLE-LINKS(MODEL KML),P/ W K-2$2666-000 NS WK-282661-000, WK-282662-000;WK-282664-000 AND Fusible-Links are, avallat le in various temperature ratings with a 'minimum maximum .load rating of 10 Ib./40 lb. (5 kg/1-8 kg) (see Table 2-14). . Figure 2-31. Fusible-Link, P/N 28.266X Table 2-14. Fusible-Link Temperature Ratings Fusible-Link Rating Maximum Exposure Color Part Number Temperature (Old Part Number) 165°F (747)• Yellow WK-282661-000 (282661) 212°F(100°C) 150°F (650.C) White VUK282662-000 (282662) 360°F(.1820G) 300°F(1490C) Unpainted WK 282664-000 (282664) 500°F(2600C) 4401;iF (2260C) Orange WK 282666-000 (282666) The rating temperature, which is stamped.on the Fusible-Link, is the temperature at-which the link will separate when new. 'However, continual exposure to cycling.ambient temperatures may cause a degradation of the link-over-time. P/M 87422000-001 1-27 April 2009 f Kidde WHDRTm Agent or/, idde Discharge Nozzles Fire Systems P/N 87-1200)0(--001 Effective: March 2018 K-87-011 Rev AG FEATURES • For Use in WHDRTM Commercial Cooking • Grooved Rings for Easy Identification Fire Suppression Systems • Foil Seal Prevents Clogging from Ga'ease • Stainless Steel Internal Strainer • Available Swivel Adapter for Easy Aim Adjustment • Nickel-Chrome Plated Brass Body DESCRIPTION There are seven agent discharge nozzles available for use with the Kidde WHDR Wet Chemical Suppression System. Each nozzle has a specific flow number which is an indication of the discharge rate. Nozzle types are selected based upon the specific hazard being protected (see Table 1). All nozzles have a 3/8-in. NPT female thread and are stamped with the nozzle type (see Figure 1). INTERNAL THREAD. 3/8 in.NPT 1, a 13/16 in.(21 mm) ' i NOZZLE CAP WITH REPLACEABLE FOIL SEAL 1 GROOVE 9/16 in.(14 mm) Figure 1. ADP Nozzle All nozzles include a threaded cap with a replaceable foil seal (P/N 60-9197054-000). The foil seal prevents'contamina- tion,while eliminating the potential for hanging caps. An optional swivel adapter(P/N 87-120021-001) may be used with each nozzle to facilitate proper aim (see Figure 2). 2-1/16 in.(52 mm)y 318 in.(10 mm)NPT - ,�� 318 in.(10 mm)NPT �— (INTERNAL THREAD) 1 in.(25 mm)HEX J 7/8 in.(22 mm)HEX Figure 2. Nozzle Swivel Adapter 1 f TECHNICAL DATA Table 1: Nozzle Application Information Nozzle Part Number Flow Part Number Grooves Application Type Split Vat Deep Fat Fryer(Low Proximity) Krispy Kreme Model 270 d/h Doughnut Fryer Upright and Salamander Broiler ADP �y� �,� 1 87-120011-001 1 Natural or Mesquite Charcoal Charbroiler Chain Broiler(Open and Closed Top) Griddle With or Without Raised Ribs Plenum and Duct Single Vat Deep Fat Fryer Split Vat Deep Fat Fryer F 2 87-120012-001 2 Lava Rock Charbroiler(Lava, Pumice, ' Ceramic,or Synthetic Rock) Gas Radiant/Electric Charbroiler Tilt Skillet(Braising Pan) �, Gas Radiant/Electric Charbroiler GRW ✓ 1 87-120013-001 3 Wok Four-Burner Range R 1 87-120014-001 4 Two-Burner Range Single-Burner Range DM f ` 3 87-120015-001 0 Mesquite Log Charbroiler '0 LPF �14 s 2 87-120022-001 1 &4 Single Vat Deep Fat Fryer(Low Proximity) LPR 1 87-120024-001 Disc& Core Four-Burner Range(Low Proximity) Kidde 2 K-87-011 Fire Systems Effective:March 2018 Q ORDERING INFORMATION Description Part Number ADP Nozzle 87-120016-001 (10-pack of 87-120011-001) F Nozzle 87-120017-001 (10-pack of 87-120012-001) GRW Nozzle 87-120018-001 (10-pack of 87-120013-001) R Nozzle 87-120019-001 (10-pack of 87-120014-001) DM Nozzle 87-120020-001 (10-pack of 87-120015-001) LPF Nozzle 87-120023-001 (10-pack of 87-120022-001) LPR Nozzle 87-120025-001 (10-pack of 87-120024-001) Swivel Adapter 87-120021-001 (each) Foil Seals 60-9197054-000(10-pack) Disc Cap 60-9197290-000(10-pack, not for LPR nozzle) Disc Cap, LPR 87-120026-001 (each,for LPR nozzle only) I r EXPORT INFORMATION(USA) Jurisdiction:EAR Classification:EAR99 This document contains technical data subject to the EAR. All trademarks are the property of their respective owners. This literature is provided for informational purposes only.KIDDE-FENWAL,INC.believes this data to be accurate,but it is published and presented without any guarantee or warranty whatsoever.KIDDE-FENWAL,INC.assumes no responsibility for the product's suitability for a particular application.The fire suppression system design, installation,maintenance,service and troubleshooting must be performed by trained,authorized Kidde Fire Systems distributors for the product to work correctly. If you need more information on this product,or if you have a particular problem or question,contact: KIDDE-FENWAL,INC.,Ashland,MA 01721 USA,Telephone:(508)881-2000. 3 Kidde Fire Systems �` Kidde 400 Main Street ® Ashland,MA 01721 Fire Systems K-87-011 Rev AG Ph:508.881.2000 02018 Kidde-Fenwal,Inc. Fax:508.881.8920 www.kiddefiresystems.com ry zm m _ ENERGY CODE TABULAR ANALYSIS: SCOPE OF WORK Climate Zone 4A 1. INSTALL A TYPE I KITCHEN HOOD IN' A COMMERCIAL W KITCHEN. W ff f Provision Item description Proposed Design Value Prescriptive Design Supporting DESIGN CODES Z a M M z Value & Citation Documentation 2020 EXISTING BUILDING CODE OF NYS Z N 2020 BUILDING CODE OF NYS BUILDING MECHANICAL INSTALL TYPE I ALTERATIONS COMPLYING WITH 2O20 FIRE CODE OF NYS Q m M I M-101.00 - SEE ASHRAE W Q. o SYSTEMS: KITCHEN KITCHEN HOOD IN ASHRAE 90.1 ASHRAE 90.1 NEED NOT 2020 ENERGY CONSERVATION CODE OF NYS 1 COMPLIANCE PATH EXHAUST SYSTEMS EXISTING BUILDING OTHERWISE COMPLY 90. 2020 MECHANICAL CODE OF NYS =o, 2020 PLUMBING CODE, ET., AL. OF NYS CD CUT BACK ROOF DECK 2020 FUEL GAS CODE OF NYS zEL E W SPECFIC BUILDING TO ALLOW PASSAGE OF 2020 ENERGY CONSERVATION CODE OF NYS • w THERMAL ENVELOPE MINIMUM R-38 R-38 (ATTIC do OTHER) M-101 2018 NFPA 10, STANDARD FOR PORTABLE FIRE REQUIREMENTS:ROOF MAU, REPAIR SAME.GREASE DUCT AND EXTINGUISHERS o � S- x 2017 NFPA 17A, STANDARD FOR WET CHEMICAL SPECIFIC BUILDING EXTINSUISHING SYSTEMS P4 CUT BACK ROOF DECK 2017 NFPA 70, NATIONAL ELECTRIC CODE Z of THERMAL ENVELOPE PENETRATIONS OF THE AIR W TO ALLOW PASSAGE OF a INSULATION GREASE DUCT AND CONTINUOUS AIR BARRIER BARRIER SHALL BE CAULKED, M-101 2018 NFPA 72, NATIONAL FIRE ALARM AND SIGNALING CODE X REQUIREMENTS: AIR MAU, REPAIR SAME. GASKETED OR SEALED 2017 NFPA 98. STANDARD FOR VENTILATION CONTROL AND 0 LEAKAGE FIRE PROTECTION OF COMMERCIAL COOOKING BUILDING MECHANICAL INSTALL COMPENSATING CLASS I MOTORIZED DAMPER ON OPERATIONS Z SYSTEMS: SHUTOFF MAKE UP AIR UNIT FOR MAKEUP AIR UNIT. NO DAMPER CLASS I MOTORIZED DAMPER M-101 �>> DAMPERS TYPE I KITCHEN HOOD ON TYPE I KITCHEN EXHAUST PLAN REVIEW NOTE a BUILDING MECHANICAL PLANS BEARING THE APPROVAL OF THE AGENCY HAVING O INSTALL EXHAUST FANS 'JURISDICTION INDICATE THAT THE PLAN EXAMINER HAS SYSTEMS: ENERGY NO ENERGY RECOVERY N/A DETERIMINED THAT THESE PLANS MEET THE MINIMUM U (D �* z O FOR TYPE I KITCHEN N/A RECOVERY VENT1LA710N REQUIRED w HOOD ACCEPTABLE REQUIREMENTS OF THE AGENCY AS SPECIFIED � c7 SYSTEMS IN THE PERTINENT ADOPTED CODES OF THE STATE OF NEW ryQ O w YORK. SUCH REVIEW DOES NOT GUARANTEE COMPLIANCE BUILDING MECHANICAL R-6 IN UNCONDITIONED INSTALL EXHAUST AND R-6 IN UNCONDITIONED WITH THOSE CODES. THE AGENCY INTERPRETS THE SEAL AND S m SYSTEMS: [KITCHEN] DUCT SPACES, R-8 FOR DUCTWORK z x a Q z SUPPLY DUCTWORK FOR SPACES, R-e ON EXTERIOR M-101 SIGNATURE OF THE DESIGN PROFESSIONAL AFFIXED HERETO 3 o w 3 AND PLENUM INSULATION TYPE I KITCHEN HOOD LOCATED OUTSIDE OF THE DUCTWORK AND SEALING BUILDING AS AN AFFIRMATION THAT THE PLAN: o • IS ACCURATE, INSTALL EXHAUST FANS • CONFORMS WITH GOVERNING CODES, RULES AND O BUILDING MECHANICAL FOR TYPE I KITCHEN N/A NO EFFICIENCY GRADE REQUIRED N/A REGULATIONS IN PLACE AT THE TIME OF SUBMISSION, A SYSTEMS: FAN EFFICIENCY HOOD CONFORMS WITH REASONABLE STANDARDS OF PRACTICE, J• C�. PARTICULARLY WITH REGARD TO PROTECTING LIFE, HEALTH, PROPERTY AND PUBLIC WELFARE AND IS THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. ENERGY CONSERVATION NOTE: BY AFFIXING THEIR SEAL HERETO, THE DESIGN PROFESSIONAL CERTIFIES THAT THESE PLANS AND w SPECIFICATION ARE IN COMPLIANCE WITH THE ENERGY CONSERVATION CONSTRUCTION CODE OF THE CITY OF NEW YORK TO THE BEST OF THEIR 2 KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT. J _ - E INSPEC"t14N AFTR E AS-NOTED 2 7�55° RE(�UIRED BEFORE g OPENING DATE:`y FE 5f21'B.P ��13 .3 o �oZo MQz o pYww FEE d� BY �7 UPS J o Rio o°`Sq"Zs hoo F 0 yaa_ Zw F M � a w NOTIFY FIRE MAIRSHALAT6 1-7 5-1802 V!mw �UZS OWN€ 000. 0 FOR THE FOLLOb-'VAG INSPECTIONS: ow��'3 y� � 1. ROUGH INSPECTION ozw 5J-88 " 00 Qm NK Wow 2. COMPLIANCE TESTING HUM �a���< 00�100 3. FINAL INSPECTION ALL WORK SHALL COMPLY WITH NYS CODES AND APPLICABLE NFPA y STANDARDS U L y1f i No om cu 2 ^ ri I ,' i i' J > Z wS APR 25 2024 � : Q 'c f) U) co +� LL a C'3 Z00 00 SCOPE OF WORK W z 1. INSTALL AUTOMATIC EXTINGUISHING SYSTEM IN A TYPE I Vr KITCHEN HOOD. w Lj DESIGN CODES Z 2020 EXISTING BUILDING CODE OF NYS W N 2020 BUILDING CODE OF NYS z 2020 FIRE CODE OF NYS w o��' o 2020 ENERGY CONSERVATION CODE OF NYS co 2020 MECHANICAL CODE OF NYS =o 2020 PLUMBING CODE, ET., AL. OF NYS zz 2020 FUEL GAS CODE OF NYS M 2020 ENERGY CONSERVATION CODE OF NYS w 2018 NFPA 10, STANDARD FOR PORTABLE FIRE o Pm V) EXTINGUISHERS T W 2017 NFPA 17A, STANDARD FOR WET CHEMICAL c Q EXTINSUISHING SYSTEMS < W 2017 NFPA 70. NATIONAL ELECTRIC CODE 2018 NFPA 72. NATIONAL FIRE ALARM AND SIGNALING CODE W 2017 NFPA 96. STANDARD FOR VENTILATION CONTROL AND _ FIRE PROTECTION OF COMMERCIAL COOOKING OPERATIONS U) .'' W PLANS BEARING THE PLANEVI OFP THE L AGENCY HAVING 0 JURISDICTION INDICATE THAT THE PLAN EXAMINER HAS DETERIMINED THAT THESE PLANS MEET THE MINIMUM 0 U a z ACCEPTABLE REQUIREMENTS OF THE AGENCY AS SPECIFIED o p w IN THE PERTINENT ADOPTED CODES OF THE STATE OF NEW `� YORK. SUCH REVIEW DOES NOT GUARANTEE COMPLIANCE WITH THOSE CODES. THE AGENCY INTERPRETS THE SEAL AND w o SIGNATURE OF THE DESIGN PROFESSIONAL AFFIXED HERETO 3 Y a a 3 AS AN AFFIRMATION THAT THE PLAN: o • IS ACCURATE, • CONFORMS WITH GOVERNING CODES, RULES AND REGULATIONS WITH REASONABLE STANDARDS OF PRACTICE Q TACFj• CONFORMS PARTICULARLY WITH REGARD TO PROTECTING LIFE, I d w HEALTH, PROPERTY AND PUBLIC WELFARE AND • IS THE RESPONSIBILITY OF THE DESIGN PROFESSIONAL. r'"v= LLI CD I Z RRE ALARM SYSTM NOTE. �' 7755. Qy a. PROVIDE MICROSWITCH WHERE A FIRE ALARM SYSTEM IS PRESENT. INTEGRATION INTO THE FIRE F ALARM SYSTEM SHALL BE BY THE FIRE ALARM CONTRACTOR. COORDINATE AS REQUIRED. o 0 OZOF- 7¢0 OYWW -0 3 zzmn. .m o ovfi zg k ZO Faz Na -W �i zw kw'�,no }a}N09 om �. 'UZN Om8N OOmp now.�a. Z.Hl. '2d0 W 7 low" oh yW� w0zww�F07d o0wW 0pp0yZmd.N� Ufwy0 mz SQCNE 6`s77Q 1I0 a0c, E W >+ L . L N Uz Oz il p� N 0 0 0 co 0 j mo (� A OQ 'b w cm E o = 4- rn co N co L. T 1 Ri LL �.. C CONNECTION TO F.A.C.P. .OR HORN STROB ACTIVATS UPON SYSTEM DISCHARGE / IE ,Kiddie SCALE: 3/8" = 1 FT FA (CONNEC#ON BY OTHERS) r Fi re S y stems I *AS'PER;NFPA 72 (2016 ED) 6'-0" I M ALL ELECTRICAL UNDER HOOD TO SHUT OFF WHEN SYSTEM DISCHARGES 12"x12" EL (CONNECTION BY OTHERS) DUCT I *PER NFPA 17A (2017 ED) ADP VENT I t PLUG --y= 4 ~� E V t_ U E - - - -I- - 360 3,60 360 MAR 2. 2 2024 � EMT 3/8" 0 PIPE I ADP K=CLASS SIGNAGE PER NFPA 10 (2018 ED) I — — — �, — — J TIT ry _-!•-?. �,h F I AWARNING' �.^.. IN CASE IN APPLIANCE ER USE THIS EXTINGUISHER AFTER Fl%ED R R I FueSystems i TANK LOCATED IN . SUPPRESSIONC SYSTEM HAS BEEN I ATTIC ' ACTUATED. '� - T QPRECAUCION . I KIDDE EN CASO DE INCENDIO DE ALGUN 20"-42" I 1.25 GAL APARATO•UTILICE ESTE EXTINGUIDOR DESPUES DE OUE EL SISTEMA RJO DE r SUPRESION AUTOMATICO HA SIDO - ACTIVADO. ® I 4 FITS MAX I ' oo Qo oo. oo Qo 0o I 42" - 48" ELECTRIC DISCONNCT (BY OTHERS) REMOTE PULL .STATION 30"X27" 30"X27" SHALL BE INSTALLED 42" - 48" ABOVE THE FINISHED FLOOR 4 BURNER 4 BURNER AND A DISTANCE OF AT LEAST 10FT FROM THE HAZARD BUT RANGE RANGE NOT MORE THAN 20FT. IT SHALL BE INSTALLED IN THE PATH" OF EXIT AND REQUIRE A MAXIMUM FORCE OF 40 LBS AND A MAXIMUM MOVEMENT OF 14" FOR ACTUATION ALL ELECTRIC APPLIANCES CLASS K WET CHEMICAL EXTINGUISHER n �c_.;.I�q�,�� •� SHALL BE-INSTALLED NO MORE THAN 60" ABOVE THE FINISHED FLOOR WITHIN 30 FT OF.THE HAZARD mac,' • 9J� ?�i�\ �• �4.i's3y`I�i.IO{j i�Y. '7 `.���+ �r�� "\� �ti ii'llt.�i'�:R✓R aJ��:i���.lC:i:!—{�?T�.�J1 F:J i .t 1113 A VIOLATION OF ARTI:: F N E� KIDDE WHDR 125 SYSTEM NOZZLE.SUMMARY TABLE i98 OF THE NEW YORK STAB, �Q� EI�j: ES 4 0f 4 TOTAL FLOW POINTS 9OUCATION LAW FOR ANY q . KIDDE 1.25 Gallon Tank- 4 POINTS MAX FESSOR TO ALTER TRIS a `� LC SQUARED- dba ALL OUT FIRE Appliance Noi .Qt NOz T e Flow Pts Total Pts AIENT IN.ANY WAY W i Fi 385 HIGH STREET pp Y Yp �= HOLBROOK NY 11741 RANGES 2 R 1 2 OUT THE EXPRESS WR11TE�� � b ,� PLENUM 1 ADP. 1 1 VEH}FICATIONORAHOF'TIM BY �� ��'/ FIRST UNIVERSALIST CHURCH A NEW YORK STATE LICENSED- � ,�7550 F� / 519.70 MAIN RD SMALL DUCT 1 ADP 1 1• LNI][��U04Y00>�4III('d�0aa1_IS: Si: hESSIo�P� SOUTHOLD, ."NY 11971 Total Flow Points 4 I_i+t Ai�C!�:k�®;�NCE a�ITH SEE S 1IsI� SIZE DWG NO DWG REV l209121, Af- -E- '2-0, F ,FLU P: fi31-580-0303=" PRE=ENGINEERED SYSTEM SHOP DRAWING ONLY ATE FIRE SYSTEM 4 SCALE AS NOTED 3/13/2024 SHEET 1 OF 4 EXHAUST SHOP DRAWING NOTE ALL ELECTRICAL WIRING'AND NOT TO SCALE - WORK TO BE PREFORMED BY OTHERS EXHAUST FAN SHALL BE 10 FT MINIMUM TO ADJACENT PROPERTIES AND OPENINGS EXHAUST FAN *ACCESS PANELS WILL BE INSTALLED WHERE 115V NECESSARY.AS REQUIRED BY CODE SINGLE PHASE. 1/2 HP . 2445 CFM D r: GREASE BOX HINGE KIT 42" 16 GAUGE GALVANIZED "LIQUID TIGHT" GRAVITY FED MAKE-UP AIR 12"X12" DUCT 10" DIA STOVE PIPE WITH (2) LAYERS ZERO CLEARANCE 3M FIRE-WRAP EXHAUST INSTALLED WHERE NEEDED o o CLEAN OUT O O CLEAN OUT o 0 0 o ACCESS PANEL o .0 ACCESS PANEL o 0 T - ------------------------- - ----------- NFPA CODE 96 - TYPE I HOOD (18G S.S. THREADED RO SEAMLESS WELD) s a ..... MEDIUM DUTY COOKING EXHAGST HOOD 24" I 400 CFM PER FOOT f . • I I 6" �6" [JEF 102" UL BAFFLE TYPE FILTERS EXHAUST FAN ON/OFF SHALL BE GREASE CUP 72;, THERMOSTATICALLY CONTROLLED TO AUTOMATICALLY ACTIVATE THE EXHAUST FAN WHENEVER COOKING OPERATIONS OCCUR 00 QO 00 00 (9) 00 3." INSULATED AIRSPACE (WIRING BY OTHERS), CaMCMG APPLIANCES �5�,-rNee,R• c TILE TYPE I GREASE HOOD * `„� /�/f' SCi'siY iuok,N.Y.117r_U"?- i-0. (2). LAYERS OF 5/8" X SHEET, ROCK 'IT IS A VIOLATION OF ART( fit �`T • 1.36 OF THE NEW YOAK STATE �� of NFL EDUCATION LAW FOR ANY �� � � LC SQUARED dba ALL OUT FIRE 2X4 WOOD WALL. PERSON TO ALTER THI Z`,c f�` 385 HIGH STREET 00CUMENT IN ANY WAY WIT HOLBROOK NY 11741 OUT THE EXPRESS WRITTfLu UEWFICATIONORADOPTION BY ?j, 1 = �� FIRST UNIVERSALIST CHURCH A NW TOOK STATE LICENSED � > 0,-;,5U6 0 51970 MAIN RD (gyp �Qp SOUTHOLD, NY 11971 LAND SURVEYOR OR ENGIIt,N E`/��,R ` \ht..`.'r -,n1�.�•` . 1N ACCORDANCE WTH SECTION �..�63�580�0 03 SIZE DWG NO DWG REV 7209)2), ARTICLE 130. VIEW EXHAUST 4 YORK STATE EDLCATI01 I.AM�" SCALE AS.NOTED 3/13/2024 SHEET 2 OF 4 GENERAL N_QTES: Nozzle Type Part Number Ftow Number Grooves f 1. SYSTEM SHALL BE. PRE-ENGINEERED - - ALL PENETRATIONS TO THE HOOD SHALL BE SEALED WITH AN 2. SYSTEM SHALL BE MANUFACTURED BY KIDDE FIRE SYSTEMS ADP Nozzle 87-320011-001 1 1 z>. APPROVED QUICK SEAL DEVICE 3. KIDDE FIRE SYSTEMS HAVE. THE FOLLOWING LISTINGS AND APPROVALS: F Nozzle 87-120012-001 2 2 GASKET LOCK GASKET LOCK UNDERWRITERS LABORATORIES INC, UL 300 - UL EX 3559L WASHER COMPRESSION �WASHER NUT NUT 4. SYSTEM TEMPERATURE LIMITATIONS 32F- MIN / 120F MAX - _ GASKET ADAPTOR NUT GRW Nozzle 87-120013-001 1 3 _I WA,ikSEAL f—ADAPTOR 5. INSTALLATION REQUIREMENTS, NOZZLE LIMITATIONS AND DESIGN soon u il : CRITERIA SHALL COMPLY WITH THE KIDDE TECHNICAL MANUAL AND ALL I ADDENDUMS AS PUBLISHED BY KIDDEE FIRE SYSTEMS ' R Nozzle 87-120014-001 1 4 i ON 6. PIPE AND FITTINGS SHALL BE SCHEDULE 40 BLACK, CHROME PLATED OR PIPE STAINLESS., GALVANIZED PIPE SHALL NOT BE USED. PIPE PIPE DUCT DUCT 7. ALL REQUIRED ELECTRICAL WORK SHALL BE PERFORMED BY OTHERS AND IS OM Nozzle 87-120015-001 s o � NOT INCLUDED ON THIS SHOP DRAWING. 8. ALL REQUIRED PLUMBING WORK BE PERFORMED BY OTHERS AND IS NOT I LPFNozzie 87-izoo2z-ool 2 1&4 INCLUDED ON THIS SHOP DRAWING PIPING REQUIREMENTS LPR Nozzle 87-120024-001 1 Disc&Core KIDDE SYSTEMS DO NOT REQUIRE BALANCED PIPING TO ACHIEVE PROPER DISTRIBUTION OF WET CHEMICAL TO ALL NOZZLES. BALANCED PIPING IS NOT NECESSARY BECAUSE A LIQUID HAS NO DIFFICULTY IN TURNING CORNERS OR CHANGING DIRECTIONS. KIDDE NOZZLES COME EQUIPPED WITH PERMANENT PREDETERMINED ORIFICES. THIS MEANS THAT THE LIQUID WILL BE DELIVERED IN THE EXACT QUANTITIES NECESSARY TO THE DUCT, PLENUM AND APPLIANCE HAZARDS AS SYSTEM SHALL UTILIZE GLOBE ML" FUSIBLE LINKS FOR AUTOMATIC SYSTEM ACTIVATION. REQUIRED. FUSIBLE LINKS ARE DESIGNED TO SEPARATE AT SPECIFIC TEMPERATURES, RELEASING TENSION FROM THE FUSIBLE LINK ALL PIPE SHALL BE SCHEDULE 40 (STANDARD.WEIGHT) BLACK STEEL. PIPE MAY BE CHROME DETECTION LINE AND CAUSING SYSTEM ACTUATION. PLATED. GALVANIZED PIPE SHALL NOT BE USED. ALL PIPE AND FITTINGS MUST BE MADE TIGHT CORRECT FUSIBLE LINK SELECTION IS AN ESSENTIAL ELEMENT IN THE DESIGN OF ANY FIRE SUPPRESSION SYSTEM. AFTER WITHOUT PIPE DOPE OR THREAD SEALANT. PERFORMING A TEMPERATURE STUDY TO DETERMINE THE MAXIMUM AMBIENT TEMPERATURE AT THE FUSIBLE LINK LOCATION, THE PIPE FITTINGS SHALL BE STANDARD WEIGHT STEEL, CAST IRON, MALLEABLE IRON OR DUCTILE CORRECT FUSIBLE LINK SHOULD BE SELECTED FROM THE FOLLOWING CHART: IRON. GALVANIZED FITTINGS SHALL NOT BE USED. BRANCH LINE CONNECTION AND INDIVIDUAL NOZZLE CONNECTIONS MAY BE MADE BY USING EITHER THE OUTLET OR.THE RUN OF A TEE. TEMPERATURE RATING MAX.AMBIENT TEMPERATURE LOAD RATING OF °C OF °C MIN MAX 1350 570 1000 380 10 LBS 40 LBS Table 3-31.Flow Number Range and Pipe Type 1650 740 1000 380 10 LBS 40 LBS Flow Number Range Minimum Pipe Size 035 VI/an Stainless Steel Tubing Size _ 2120 1000 1500 660 10 LBS 40 LBS 280° 1380 2250 1070 10 LBS 40 LBS 1-2 1/4-Inch 318-inch 2.25." 1-8 3/8-Inch N/A GLOBE® 3600 1820 3000 1490 10 LBS 40 LBS 1-12 . 1/24nch 518-inch ML!@.(@ 4500 2320 3750 1910 10 LBS 40 LBS 13-24 314and 718-inch ado 5000 2600 4300 2170 10 LBS 40 LBS 25—48 1-inch 1-inch • UL LISTED TO UL 33 HEAT RESPONSIVE LINKS FOR FIRE PROTECTION SERVICF • DATE STAMPED WITH YEAR OF MANUFACTURE o • CORROSION RESISTANT CONSTRUCTION 1 ;/�\ 1 t jti�«i3fi � �'ailK� 66" 79 �. • STAINLESS STEEL COMPONENTS FLEXIBLE EYE HOOK CONNECTION 9`` J ' W iY "kj<r N.Y. • 21/64" MOUNTING HOLE DIAMETER � J 1 `' "csl`hnw • LISTED FOR USE IN ALL FIRE PROTECTION SYSTEMS �= 1T 1. OF NF�v 130 Off`THE NEWYOOK STAL � ��C� LC SQUARED dba ALL OUT FIRE EDUCATION UW FOR ANY l p ���+9 K � 385 HIGH STREET 1/2-INCH VENT PLUG,P/N 60-9196984-000 PERSON TO ALTER T }'� r- �3;� I � HOLBROOK NY 11741 The 1/2-inch vent plug has a 1/2-inch(13 mm)NPT and can be installed in the outlet or the 00C MENT IN ANY MY wtM run of the tee in the discharge pipe.In all systems requiring multiple cylinder systems,only OUT THE EXPRESS WRITTEN � -1, l �,_� cam,, FIRST UNIVERSALIST CHURCH one vent plug is,required.The vent plug must always point up or horizontally,never down,toI`I�iAY�QN OR ADOPTION �' >_ i r 51970 MAIN RD assure that it will remain open during discharge. \\ 5 5 ��~ SOUTHOLD, NY 11971 Note: It is necessary to use a bushing with the vent plug when installing the vent plug in a A NEW YORK STATE LICENSED tee larger than 1/2-inch(13 mm). LAND SURVEYOR OR ENGONIETR �-580-61�� SIZE DWG NO DWG REV u7' 17 4 �T P: 631�580-930-3 IN ACCORDANCE WITH SECTI0 FIRE SYSTEM 4 7 �l��C1, ARTICLE" 13D, � I$ F SCALE AS NOTED 3/13/2024 SHEET 3 OF 4 3-6.1 .2 'D&ts 50 to 100 inches in Perimeter 3-4.9 Four Burner Ranges Two ADP nozzles, PIN 87-120011-001, pointing in the same direction are required for Table 3-29;Plenum Protection protection of ducts with perimeters greater than 50 inches and less than or equal to 100 inches. Ducts can be of unlimited length(refer to Figure 3-30). items Parameters ADP Noizie Table 3-13.R Nozzle Coverage Area—Four Burner Range For other option of ducts up to 75 perimeter inches(See Figure 3-32). No Filter t 10 ft.x 4 ft(3 m x 1.2 m)Max. 1-located at one end of the plenum Note: All Kidde systems are listed by UL for use with the exhaust fan either on or off when the "V"Filter 10 ft x 4 ft.(3 m x 1.2 m) I-located at one end of the plenum Items Parameters system is discharged. 20 ft x 4 ft(6 m x 1.2 m) 2-located at end of plenum pointing inwards Maxhiilun Hazard Area 28 In.x 28 in,(711 nun x 711 tum) Single Bank Filter 10 ft x 4 ft(3 mx 1.2 m) 1 located at one end of the plenum Nozzle Aim Midpoint of Hazard Area DUCT 20 ft x 4 ft(6 in x.1.2 m) 2 located at end of plenum pointing inwards Nozzle Location—Anywhere within the area of a circle 20 in.(508 nun)Min. 1 When no filters are present,the nozzle protecting the plenum is used to discharge.the wet them- generated by a 9 in.(229 nun)radius about the midpoint 42 in.(1061 uun)Marc. ical on the underside of the hood.In this case,the hood may not exceed a length of 10 ft.(3 m) Note:Shape of burner not Important. or a width of HOOD 4 ft(1.2 m). Longer plenums may be similarly protected with a single ADP nozzle being used for each 10 ft. (3.0 m)of plenum length and each 4 ft(1.2 m)of plenum width. 1a in.(457 mm)DIA 1 x x ADP nozzles may be used in combinations(see Figure 3-18).Multiples may be installed facing 1 42 in.(1067mm)MAX yd yd MAX.DIAMETER 31.83 in.(899 mm) in the same direction,and/or at the.ends of the plenum pointing in.Each nozzle shall provide 1 (FROM TOP OF RANGE) ya/zx• %x y2x a maximum of 10 ft.(3 m)of coverage. OZZLNENTE S TO NEATTHONGOOE ADP nozzles must be central) located in the plenum with their discharge directed along the 1 25 in.(635 mm) CEN7ERLNEATTHE 114 POINTS. y P g g - MA)L SIDE Q + €, ♦ i NOZZLES TO BE 0-6 in.(0452 mm) length of the plenum and located in relation to the filters as shown in Figure 3-28. A'R'NOZZLE MAY BE UP FROM ENTRANCE OF VERTICAL DUCT 1 LOCATED ANYWHERE WITHIN THE SHADED AREA MAX DIAGONAL 11.78 in.(300 mm) MAX DIAGONAL TYR(2)ADP NOZZLES 1 117$in.(300 mro) 1 SQUARE RECTANGULAR ROUND 20 in.(508 mm)MIN. _ AIM POINT:MIDPOINT OF (FROM TOP OF HAZARD AREA ADP NOZZLE RANGE) i . 0to6in. - COto152mm) 4fL, r DUCT ENTRANCE ✓a 28 In.(711 mm) 14 in(356 mm)MAX DUCT 4 ft. MAX.HAZARD BURNER CENTERLINE ' (12 m) AREA LENGTH r TO CENTERLINE It OF VERTICALDUCT TL OF HORIZONTAL DUCT 1 m(St m -102 HI ADP NOZZLE AIMPOINT NO ' NOZZLE TiP TO DUCT HIP '✓ 14 in(356 mm)MAX 10 BU (3 m) TO CR NE CENTERLINE Y � - = 28 in.(T11 mm)MAX -- NOZZLE HAZARD AREA WIDTH vERTICALrHDR¢ourALDui r SINGLE FILTER BANK COVERAGE Figure 3-30. Duct Protection Using Two ADP Nozzles,P/N 87-120011-001 10 ft.(3 m)PLENUM Figure 3-10. R Nozzle Coverage for a 4-Burner Range ••.:y c.NGIN .. •,�5�� *,� � V.ti 1ilc�)'u���a.+J3J-Vir�iiSLWiiTrra�13 ..! IS A VIOEATIGN OFAt't OL: t30 Of THE NEW YORK STATL ��� OFF NEE l -'� r• EDUCATION LAW FOR ANY �� 3. LC SQUARED dba ALL OUT FIRE PERSON TO ALTER THIS '- 385 HIGH STREET DOCUMENT IN ANY-WAY WITH- n_` t,4 •? HOLBROOK NY 11741 OUT THE EXPRESS WRITTEN of n rir � FIRST UNIVERSALIST CHURCH . YERIFt�T10N OR ADOPTION By t � 51970 MAIN RD A*EW YORK STATE LICENSED 1'• �,7�--55o e�� SOUTHOLD, NY 11971 tANO SURVEYOR€�R ENGINEER ` r �� J ACCORDANCE WITH SECTI0N ��P�`63-1SS80�83 SIZE DWG NO DWG REV �7/�2y0®19�'�)� kARTI�CyLE 130, �N q���IJ FIRE SYSTEM 4 YORK STATE a9T� �i.bUflr I9!!N f�•iEYo F SCALE AS NOTED 3/13/2024 SHEET 4 OF 4 1 I , PROJECT ENGINEER: -- 1 `�' { / `e•b' do Bruin Engineering,P C. 111 a-o / 32' ` /]a "DO Old Country Road-Suits 106 +\ _ Westbury•N-Vork•117149 :']• i-3 9-7• 9' \ /l/ 3=lO�j •-li. V• 516.513.1313•516.57.2574 Fax B-IIYI It is a Ibe / violation New York Slate Education Law for'any Bn,unless he III,acting under the direelsoction of a II cens4tl professional / engineer,la alter any Item on this fi ' +� 1 altered under thnan e direction of wing Is I professional engineer,the altering �; j •\ engineer shall affix his seal to the ]bk:PlA57ER rI O O drawing with the notation'altered by' I i yy ux2H L.LNiERN I alterationwed.and ahis lSpe�Specific sihe gnature, cripl oate f V ® of the alteration. � C— (OD y � KITCHEtJ "' : ...-....... DAB 7 Q CW �" _....I SMIALL GATNEPoNG PLACE I!, �7�.•({�\\�Q P j PANTRY ti� V RE\'rS10N5 p;.iE MEMORIAL GARDEN RESTROOM FOYER ENCLOSURE, 0ou '�_ \`f ATTIC$ R O I(�TO MECWANCAL DRAWNGS SS _ CL05ET RESTROOM Ii 'o O i O O / Q 31a1 5 21 •ol ISSUED TO. Jr' �d N ACCESSIBLE RESTROOM JAN.CL 1 - �I ,� 1 �' a ��`✓ \\ '® ACCESSIBLE RE51ROOM ENT�� •+I ! 7 VESTIBULE ANGEL I t• • GALLE / "II / — RY MATING 3A�T uuvGw STATIONROOM c 4YN .. .... ............ 1 1 I I I d 39�`2• !I'-y2 12'-dj- I Y PROJECT: '-4T-4 B=6' LOBBY VESTIBULE O FIRST UNIVERSALIST i ;SIDE ENTRY D�9' CHURCH OF II: e SOUTHOLD 00ZLE HvOM 51970 MAIN RD. SOUTHOLD,NY 11971 OUCT ENCLa'IJRE O I i CL�InERD / ENTRANCE/ \\ DRAWING TITLE- :% CHAIR STORAGE M1N15TERZOFFICE }�cl ADMIN C FIRST FLOOR PLAN cL —I6 Dec (5)3!d'PLASP.G SUPPLY CLOSET _ LAMATE SHELVES 4 42 Jp�l SCALE: SCALE: 3/16"_V_0" I \\ DRAWN BY. ni PS 9�PE0 AFG• CRECKED 3W: s1'-le' - r li$ A-]' b'"b" ' A-]• g'-j RMC FILE N0. i Ij 17-6- 5' 0 5 10 PROJECT NO. f DRAWING N0. ! PROJECT gl NORTH A-1 02 ; I RST =LOOe PLAN DATE: ALE: O" kY j t; I: PROJECT ENGINEER: , , J k \TB c de 9ruin En9ineerin6.P.C. J7' 1400 Old Country Road-Suite lob / �'/V ' Westbury.New Ymrk•11714 B T-Ile• 3-1 I I/. Y4 516.513.1313.516,579.2574 Fax i'-3• a-3 9'-7 B'� / 0� - '-I�' (1-1 , 1 / \ It is a violation of Section 7209 of the / I New York State Education Law for any f I \ Berson,unless he 11 acting under the •li {l direction of a licensed professional 1 engineer,to y m site,an ite on this draw in e in an we If the drawing is C/ altered under the direction of a professional engineer,the altering 3k3 '7 t 1 engineer shall affix his seal to the atilt IANTEiN 3 1 O O drawing with the notation-altered by' 'I 'xC'?LA9 7 0i followed by his signature,the date of I 4+ ' alteration,and a specific description —^ of the alteration. n 1 . 19'-I�• w3 IY-5, 1 r „ t• ' • " ii S SMALL GATHERING PLACE O PANTRY ii I O r8 REVISIONS GATE <r MEMORIAL GARDEN rey/i• = i le V i RESTROOM ' c— L cl II �, FOYER 5 _ 7 z / ( DUCTDAG2 `\O 5 O r TO`ECNA.`JCAL DRAtt. 5 ISSUED To. ATTIC I O O / �I Q 3y912• >' CLOSET RESTROOM � O Iy F • , Y-<• \ u I N ACCESSIBLE ES R T ROOH IC JAN.CL {.i( '^I i ..•-... \v..N ACCESSIBLE RESTROCM m �E I i �i E_NTFfI'VESTIBULE DcIs ROOM t CHANCEL GALLERY l� �,�,� 'O NG R -- eas. STATION e e _ ! M i m iE I 'm m CD,q RRS G II. .�._TFL � CHANC O,l .... ..— +.i.... '0\ tr � 1 ¢ I m PROJECT: -<I 4 9-6• �J LOBBY 1 O l vEsnBULE m SIDE ENTRY iv ? FIRST UNIVERSALIST — — CHURCH OF i 6 tit O D69d, /, \ SOUTHOLD CICUBLE`u""G,211,1001) / 51970 MAIN RD, �• �'� m \ / I \ \\ SOUTHOLD,NY 11971 —� eel a COVERED// RA I LVCT ENGLOGURE I I DWING TITLE' ENTRANCE �. II A CHAIR STORAGE I KNISTERS OFFICE i 4 ADFBN OFFICE o II .,I O FIRST FLOOR PLAN I I �te•DEEP g7y 1 1 I SUPPLY DLc9Er IAFBdATE 51.F1VE5 D•, j yL+; \ \ 1 I i I`'-I/7 IY �S '-b• V� IB 3b' SCALE: SCALE: 3/16"=1'-0" t \ � \ \ \ DRAWN BY: TS \ Y PS CHECKED BY: 1i} B 3• 9 8 4 IB II-3 J=3• o-b 6=fi J-3• B•-3• RMC I !^i�°./ ��v •,.,J 15'-6• 13 W-6• 5' 0 5 10 FILE NO. \ I.11 r � PROJECT PROJECT NO. DRAWING NO s NORTH DATE: A-102 FIRST FLOOR PLAN 1 5/0 412 0 2 1 �i ')�9It FIRST UNIVF,. RSALIST C11URCH (:) F S (DUTH (DLD l 51970 MAIN RD SOUT11OLD , NY 11971 de r n— Tq- g-,ineeringP. C. ___ 1400 Old Country Rd . Westbury NY 11590 (516) 513- 1313 � a r;. � ;s,.. '. '.: ".>. �,.; "nn�• � vas"! n �_ ,� y ti � w• SAP' , k r E , p,{ i w a- a A , S r , , �I! ;n x v r ,v a ¢ y�p 1/ x- .. �. k , ; M i i ,a w: h x m i LOCATION PLAN_ N N .T.S . G -001 -TITLE SHEET ��9� PROJECT ENGINEER: �in Civil Engineering 4 Construction Manegement �� • o �� CALCULATIONS ® REQUIRED PARKING: de Bruin Engineering, P.C. ��' i CHURCH: 112 SEATS @ 1 SPACE/4 SEATS 1400 Old Country Road-Suite 106 0��/ Westbury-New York•11714 AW TOTAL REQ'D:28 SPACES+2 STAFF SPACES 516.513.1313 •516.579.2574 Fax UP PARISH HOUSE PARKING: 1 SINGLE-FAMILY DWELLING @ % 2 SPACES/SINGLE-FAMILY DWELLING EXISTING DWELLING PARKING: 1 SINGLE-FAMILY DWELLING @ It is a violation of Section 7209 of the CB(27.0) 2SPACES/SINGLE-FAMILY DWELLING New York State Education Law for any TOTAL SPACES REQUIRED: person, unless he is acting under the 32 SPACES+2 HANDICAP SPACES=34 REQUIRED SPACES direction of a licensed professional i �-- engineer, to alter any item on this DI; drawing in any way. If the drawing is ASRI(RD•8) - AWJ �� EX.G TOTAL SPACES PROVIDED: altered under the direction of a 26 SPACES + 6 GRASSPAVE SPACES +2 HANDICAP SPACES =34 TOTAL SPACES professional engineer, the altering 12a� a, *ALL PARKING SPACES TO BE 10'X 20'UNLESS SPECIFIED OTHERWISE. engineer shall affix his seal to the uP INN \ drawing with the notation "altered by" \ followed by his signature, the date of N L REQUIRED LANDSCAPED ISLANDS: alteration, and a specific description AW EXISTING 71 SF ON GRADE !! 6�_ \��? 10 SF PER PARKING SPACE X 34 SPACES=340 SF REQUIRED of the alteration. WALKWAY TO BE REMOVED„! "`NS / �'J )X 7� 414 SF PROVIDED ' DNE oW 0 EXISTING 125 SF PORCH+ C 4 n�0 \ PRO STEPS TO REMAIN UP �� PROPOSED 89 SF ON ' W. V `Y yy \mod W/L CONCRETE WALKWAY i W®V. ���o i ✓ f�C9f y v- .'✓ l °o AW XCB(26.9) ,� ., a L E G E N D g66 ; `ti' �� f O2 �, DI r <. F P s l� AW-0 P. �o 9� HYD. EXISTING 596 SF ON-GRADE i" - ✓\ X -- PROPERTY LINE NS NO STOPPING SIGN I� W.V. WALKWAY TO BE REMOVED UP' j ,\� ( �Q vJ` OT EXISTING SIGN / \ ✓; EXISTING, ��1� REVISIONS DATE 0W.V. TO BE REMOVED PARISH HOUSE „ / 'S' _ _._ �' I % / , - ! ' ,� , 1 OLD CHURCH FOOTPRINT NP NO PARKING SIGN col / /` FFE:31�2OCj� EXISTING 52 SF � ��APRON ti ✓ PORCH+STEPS � < EXISTING IMPROVEMENT / \ ' ✓ �5 TO REMAIN C TO BE REMOVED SS STOP SIGN tiC�, z PLANTING \i = PROPOSED 976 SF ON-GRADE !� i CONCRETE WALKWAY '9 EXISTING FENCE <b•' - a ..... AW ARROW SIGN EXISTING ��' a (28.4)X �,A TO BE REMOVED „ . CONCRETE CURB // ^ -- EXISTING � ;� / �•� Y..., �. �. ,... � CONCRETE CURB ��= " Y/ _- , - PROPOSED HANDICAP EXISTING CONCRETE SIDEWALK- Q , NYSDOT ENGINEER TO INSPECT EX.SIDEWALK / O //- ' KR KEEP RIGHT SIGN Z , , _ z' '� 5 ACCESSIBLE ROUTE O L _ / PROPOSED o O U y2. - WITHIN RIGHT-OF-WAY TO DETERMINE IF � „ i ,� `�r N a� �� I` W %AW REPLACEMENT WITH 5'W.SIDEWALK IS NECESSARY- p 3 MEMORIAL Z /3aa 2 Z Q oAW / �'p 4 / / GARDEN Q a u Scc O NUMBER OF 10' X 20 UP UTILITY POLE ,'Ex.GASChU°SF / 8)' (729 SF) -� ; ' - Q�° Rc� `01 PARKING SPACES PER AREA uP w/L UTILITY POLE WITH LIGHT _ B �PARK �C O a (29) 'ALINE STUB�MO S 33,p RIAL /\:..\: . �° „ ' \:� ^�� �l + + ISSUED TO: c�' oO + + +'+ + PROPOSED 414 S.F. cq AWN / .. ` + + + + + + W.V. WATER VALVE 2 (!)C1J lri 1 eT Nc : . + + + + + + 'ISLAND' PLANTING BEDS TOWN OF SOUTHOLD PLANNING 4-1-22 KRO UP 28.7 1. PC Nr F' LAWPIX( ) >> •�12 t 3r A ''� \ EXISTING 265 SF SHED ;. .T �� `` 3?.°: NG SL SPEED LIMIT SIGN DI DRAIN INLET " `' `` \ TO BE REMOVED O� 0 � oAW PROPosED 12osF ( CONTRACTORS FOR MEETING 1 1-11-23 rr-- oAW STOOP \ ;,;. is :� \ 4.2' 0 = 0 - t/.. �T v W \ _ . .:' EXISTING 173 SF SHED DNE DO NOT ENTER SIGN HYD. FIRE HYDRANT TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 T Y�C E R LA 1 � (I) PROPOSED ^ \ «' `\ TO BE REMOVED \w 0 BEDLINE(TYP.) a / r �. PROPOSED 465, \ \ �' �, ���\\ (28.7)x � n 7,2� E y I Z w V•J I � , ; � • � 6° i'CHURCH PROPOSED 25-SF `� 6 � , z (3967.2 SF) STOOP PROPOSED 735 SF \ /// lva 4 ' G.V. GAS VALVE W•Z U O / ➢ 31 PROPOSED 6 Q VQ,➢o EXISTING SIGN Z-+ zso. ON GRADE CONCRETE \ ASPHALT TO BE RELOCATED Z - ze WALKWAY \'2)X _ PARKING 4' oLO I O COVERED PORCH 2 1 1 N 10a 11 I i EXISTING -� W.Vo �•L� �s �� /.. LAWN i O'J GUARD RAILTC �'� ` lfJ �}+ BC(23 8)) EXISTING GATE II UP (•I I LAWN` / PLANTING 130 3.0' c) o /. � � 2�J\ I TO REMAIN COVERAGE CALCULATIONS i W/L c o CN h U \ f\ W LOT AREA 53,962 SF PROPOSED 8'W. "' N u N ( MULCH PATH 0 N !I - O(L _ Y - (2)H.C.SIGN \, o _- �? T r-- . TT-� I} ALLOWED BUILDING COVERAGE 10,792 SF OR 20% _ _ _: TC(24.3) p�j �' %I PROPOSED 32 SF BC(23.8)> _ - \ ' ` CONCRETE PAD EXISTING LOT COVERAGE 6 4' - DI � I DI r}+� '� \� PROPOSED 2016 SF "__--""" � �-,r'.:I `� •� j.i I� FOR X 8'DUMPSTER Z � ON GRADE CONCRETE-- \' PROPOSED /' f 1 PROPOSED C H. DESCRIPTION AREA % LOT COVERAGE TC(24.2) RELOCATED ____"V�fA0(WAY ASPHALT HC �// HC I, . r ' SOLID WOOD SCREEN Fw-- OLD CHURCH(APPROXIMATE*) 4,381 SF* 8 1%* PROJECT: - SIGN _-- PARKING PROPOSED \ ( , WITH GATES Z Q BIKE RACK EXISTING PARISH HOUSE,PORCH+STEPS 1,182 SF 2.2% FIRST UNIVERSALIST U EXISTING DWELLING,PORCH+STEPS 808 SF 1.5% LOCATION CHURCH O F C�2 WPROPOSED FLUSH i O ►-- J EXISTING SHEDS 438 SF 0.8% a TRAFFIC STRIPING PROPOSED ASPHALT PROPOSED HANDICAP I PROPOSED- CONCRETE CURB = 0 M LAND N/F OF PROPOSED � 't; SOUTHOLD .►� o AS REQUIRED BY NYSDOT ACCESSIBLE ROUTE (2)8'X 20'HANDICAP 50 ROUTE 25 LLC EXISTING 5"SQ.X 4'H. PARKING AREAS J PROPOSED CONCRETE 0 \ w -' AL EXISTING COVERAGE 6,828 SF 12.7% 1. ""-PAI�KING;SPACES �. CONCRETE CURB GRANV?P•9 z (23.9)X (15,575r f TOTAL) N N PROPOSED- WITH 8'X�10'AISLE CURBIKZ �)x O J PROPOSED LOT COVERAGE S.F. RESIDENCE: HITCHING \ - EXISTING 7235 SF Q 6 H:wOOD I EXISTING FENCE 51970 MAIN RD, PROPOSED - (ON ASPHALT) PROPOSED 172 SF TO BE REMOVED � O O POSTS GRAVEL PARKING AREA PROPOSED 95 SF DRIVEWAY CONCRETE APRONS O SOUTHOLD NY 11971 TED TO PUBLIC. WAT = = CgtLCR€T�CURBING Li DESCRIPTION AREA %LOT COVERAGE TO BE REMOVED CO CRETE A RON+ + - - _ \ --- - _ -_ GATE 1 ISLA --- - ------ - H -- - - _ - __ - PROPOSED (�_ SED 138 SF ` - - - - - ��y' N N EXISTING PARISH HOUSE,PORCH STEPS 1,182SF 2.2% AS PER NYSDOT PLAN BY r + + + + +� +++++ EXISTING 184 SF ++ + + � j �� U DRAWING TITLE; PROPOSED DRIVEWAY ---- ---- _ _ + + _�_ + � + + + ENTRANCE/CURB CUT n , __ � � , �\PORCHES+STEPS / , � -+ EXISTING DWELLING,PORCH+STEPS 808 SF 1.5% + -�-- Z W W PROPOSED CHURCH 3,967 SF 7.3% CONDON ENGINEERING,P.C. TC 24.0) PROPOSED 276 SF 7 PROPOSED Z DATED JULY 6,2020 4 O� ro 'ISLAND'PLANTING \ TO REMAIN ) Z O PROPOSED CHURCH COVERED PORCH 50 SF 0.1% BC(23.9) ASPHALT PARKING PLANTING PR P. 16 SF 9 t Q O TOTAL PROPOSED COVERAGE 6,007 SF 11.1% SITE PLAN I EX.GAS LINE O GRADE --J NS z ''I PROPOSED TO BE C NCRETE 2 ' 20.0 0 3 ASPHALT PARKING RELOCATED\ Q APPROX.EX.WATER LL WA LKWAY AISLE TYP. O n >=p LINE LOCATION CO 22.0 8 EXISTING �4 w - h WELLING � � `_ 5•0 PROPOSED FLUSH o � K?�J '_ n 'FFE:,29.0 CONCRETE CURB ~ SCALE: �+ p AISLE l d' W EPp PR POSED F PROPOSED FLUSH EX,O\1 REZ0 1796 S F GRAVEL C`'J40 CONCRETE CURB__-E`EGSg�BUR�Ep PA KING ROP S CM TRUE NORTH o --- ---------- - -- ras 2 PER OtTs'1860 o SCALE: 1 " = 20'-0" w _ ) G�tAS�P�IVE'2 ti - LAWN 35.0' ARNG z PROJECT PROPOSED W NORTH Z INFILTRATION AREA \ I�� EXISTING w NP UP 2SJ ' 6'_0"H DRAWN BY: CHAINLINK 20 10 0 20 40 ED ARO X�(24.4) PLANTING 11.5 l FENCE PS X(24.4) 26.4)X �C� �O c�0� Q � N74°50'09'w �� ' ;:[ ;,i_t;'��;; I Ir:,,_ o ' � �- EXISTING CHECKED BY: N74050 00 W PROPOSED 4'H. 2411.b4 4'-0"H. SCALE IN FEET j WIRE MESH FENCE LAND N/F OF CHAINLINK RMC (WITHIN HEDGE) 51750 ROUTE 25 LLC FENCE 1 S.F. RESIDENCE FILE NO. _Y�... CONNECTED TO PUBLIC WATER - PROJECT NO. DRAWING NO. DATE: G-002 SITE FL/N'N 15/04/2021 5GALE: 1 "=20'-O" PROJECT ENGINEER: d eCW,-�i n Engineering&Construction Menagement General NOS@S: MODIFICATIONS THERETO)APPROVED SHOP DRAWINGS,SAMPLES,COLOR 4.WHERE EXISTING CONSTRUCTION OR rTEMS ARE REMOVED AND/OR de Bruin Engineering, P.C. SCHEDULES AND OTHER DATA PERTINENT TO THE PROJECT, DISTURBED FOR INSTALLATION OF NEW WORK,CAUSING THE EXPOSURE OF 11 Union Avenue Bethpage New York 11714 SHEET INDEX UNFINISHED ANDIOR DAMAGED SURFACES,RESULTING SURFACES SHALL BE 516.513.1313 �16.579.2574 Fax 1,WHEN USED IN THE CONTRACT DOCUMENTS,THE TERM"CONTRACTOR` 4_MEANS OF EGRESS:ALL EXISTING MEANS OF EGRESS FOR OCCUPANTS OF RECONSTRUCTED WITH FINISHED MATERIALS TO MATCHADJACENT FINISHED SERIES DWG NO. CONTENTS SHALL BE UNDERSTOOD TO MEAN THE GENERAL CONTRACTOR AND HIS THE.BUILDING ARE TO BE MAINTAINED CLEAR AND FREE OF ALL AREAS AS PART OF THIS CONTRACT. SUBCONTRACTORS. OBSTRUCTIONS,SUCH AS BUILDING MATERIALS,TOOLS,ETC, 5.PATCH EXISTING AND NEW CONSTRUCTION DAMAGED AS A RESULT OF THE It is a violation of Section 7209 of the GENERAL G-001 TITLE SHEET 2.ALL CONTRACTORS SHALLVISITAND EXAMINE THE JOB S1TE,AND FAMILIARIZE 5.FIRE SAFETY:ALL BUILDING MATERIALS STORED AT THE CONSTRUCTION SITE WORK OF THIS CONTRACT. New York State Education Law for any -- THEMSELVES WITH THE EXISTING CONDITIONS PRIOR TO BID SUBMISSION_THE AND/OR IN ANYAREA OF BUILDING ARE TO BE SECURED IN A LOCKED AREA. EXAMINE ACCESS TO SUCH AREAS IS TO BE CONTROLLED BY OWNER S.REMOVEANDREPLACEEXISTINGAND,ORNEWCONSTRUCTIONTOPROVIDE person, unless he is acting under the G-002 SITE PLAN CONTRACTOR SHALL CAREFULLY EXAP, " � direction of a licensed professional SUBMITTING A BID PROPOSAL.LATER CLAIMS FOR WORK OR FOR CONTRACTOR. FOR INSTALLATION OF PHASED WORK OR IMPROPERLY TIMED WORK_REMOVE G-003 GENERAL NOTES DIFFICULTIES,WHICH COULD HAVE BEEN FORESEEN,HAD AN EXAMINATION AND REPLACE DEFECTIVE WORK OR WORK THAT DOES NOT CONFORM TO THE engineer, to alter any item on this BEEN MADE.WILL NOT BE RECOGNIZED. 6,DUST CONTROL:DEBRIS,DIRT,AND DUST TO BE KEPT TO A MINIMUM,AND BE CONTRACT DOCUMENTS, drawing in any way. If the drawing is G-004 BUILDING CODE INFORMATION CONFINED TO THE IMMEDIATE CONSTRUCTION AREA,AND CLEANED UP AND altered under the direction of a G-005 A.N.SI. ACCESSIBILITY NOTES and DETAILS 3.BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CLEARED FROM THE BUILDING PERIODICALLY TO AVOID AND EXCESSIVE 7.MATERIALS FOR REPLACEMENT,REPAIRING.PATCHING,RE-BUILDING, professional engineer, the altering CERTIFICATES OF INSURANCE WITH THE APPLICABLE DEPARTMENTS.OBTAIN ACCUMULATION. RESTORATION AND SIMILAR TYPE WORK SHALL CONFORM TO APPLICABLE engineer shall affix his seal to the G-006 iA.N.SI. ACCESSIBILITY NOTES and DETAILS ALL REQUIRED PERMITS,AND PAY ALL FEES REQUIRED BY GOVERNING SPECIFICATIONS FOR NEW MATERIALSANDWtORK. drawing with the notation "altered by" AGENCIES. 7.NOISE AFTER HOURS:CONSTRUCTION OPERATIONS SHALL BE CONFINED TO followed by his signature, the date of G-007 A.N.SI. ACCESSIBILITY NOTES and DETAILS NORMAL,WORKING HOURS 8:00 AM TO 5:D0 PM,MONDAYS THROUGH FRIDAYS. 8.WHERE EXISTING MATERIALS ANDIOR INSTALLATIONS ARE NOT SPECIFIED, alteration, and a specific description _ _ _ _ 4.ALL ITEMS,MATERIALS,AND CONSTRUCTION WORK INDICATED ON DRAWINGS EXCEPT LEGAL HOLIDAYS AND PRIOR AUTHORIZED OVERTIME OR PREMIUM SUCH MATERIALS SHALL MATCH EXISTING AND CONTIGUOUS MATERIALS TO of the alteration. ARCHITECTURAL A-101 FOUNDATION PLAN ARE NEW UNLESS INDICATED"EXISTING". TIME WORK. THE GREATEST EXTENT POSSIBLE,INCLUDING BOTH VISIBLE AND CONCEALED _--_-- _ __-_-- ---------_- -- CONSTRUCTION MATERIALS. A-102 FIRST FLOOR PLAN 5.COMPLY WITH APPLICABLE LAWS.ORDINANCES.RULES,REGULATIONS AND 8.CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERRUPTION OF HEATING, ORDERS OF ANY PUBLIC AUTHORITY HAVING JURISDICTION FOR T-1E SAFETY WATER,OR ELECTRICAL SERVICES TO OTHER OCCUPANTS OF THE BUILDING. 9.INSPECTALL EXISTING CONSTRUCTION FOR POSSIBLE MOVEMENT OR A-103 ATTIC FLOOR PLAN OF PERSONS AND PROPERTY,PROTECTING THEM FROM DAMAGE,INJURY OR DAMAGE DURING CUTTING OR REMOVAL PROCEDURES,AFTER CUTTING AND LOSS.ERECT AND MAINTAIN SAFEGUARDS NECESSARY FOR SAFETYAND PROJECT COORDINATION: REMOVAL WORK.INSPECT CONDITIONS AFFECTING INSTALLATION OF NE1"! A-104 ROOF PLAN PROTECTION,INCLUDING FENCES,RAILINGS,BARRICADES,LIGHTING, PRODUCTS. POSTING OF DANGER SIGNS AND OTHER WARNINGS AGAINST HAZARDS.THE 1.PROGRESS MEETINGS:COORDINATION MEETINGS AND PREINSTALLATION A-105 FIRST FLOOR REFLECTED CEILING AND POWER AND LIGHTING PLAN CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR INITIATING,MAINTAINING CONFERENCES ARE TO BE SCHEDULED PRIOR TO THE START OF 10,IFAFTER CUTTINGAND REMOVALS,REMAINING CONDITIONS ARE DEFECTIVE, _ -- ---- ---------__--- AND SUPERVISING ALL SAFETY MEASURES 1N CONNECTION WITH THE CONSTRUCTION, UNSATISFACTORY,OR UNACCEPTABLE TO PROPERLY RECEIVE PATCHING,OR A-106 ATTIC REFLECTED CEILING PLAN PROJECT, TO PROPERLY SERVE ITS INTENDED PURPOSE,REMOVE SUCH MATERIALS TO 2.COORDINATE CONSTRUCTION ACTIVITIES TO ASSURE EFFICIENTAND ORDERLY THE EXTENT NECESSARYTO REACH ACCEPTABLE CONDITIONS.PROCEED WITH A-201 SECTION A-A;SECTION B-B 6.ALL WORK SHALL BE IN ACCORDANCE WITH ALL GOVERNING LOCAL INSTALLATION OF EACH PART OF THE WORK.COORDINATE CONSTRUCTION PATCHING AS NECESSARY TO COMPLETE ALL REMOVED WORK. AUTHORITIES,CODES,AND REGULATIONS AND ANYTHING SHOWNON THESE OPERATIONS INCLUDED UNDER DIFFERENT SECTIONS OF THE SPECIFICATIONS A-202 SECTION C-C;SECTION D-D CONTRACT DOCUMENTS NOT IN ACCORDANCE WITH THESE RULESANID THAT ARE DEPENDENT UPON EACH OTHER FOR PROPER INSTALLATION, 11.DO NOT PROCEED WITH ANY FURTHER REMOVALS.PATCHING OR REPAIRING REGULATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT CONNECTION,AND OPERATION_ WORK IF UNSAFE CONDITION EXISTS. A-203 SECTION E-E; SECTION F-F BEFORE PROCEEDING WITH ANY WORK. REVISIONS DATE 3,WHERE INSTALLATION OF ONF PART OF THE WORK IS DEPENDENT ON 12.WHERE ALTERATIONS CUTTING OR REMOVALS EXPOSE DAMAGED SURFACES I A-204 SECTION G-G;SECTION H-H 7.DETAILS AND NOTATIONS OF DRAWINGS ARE INTENDED TO INDICATE TYPICAL INSTALLATION OF OTHER COMPONENTS,EITHER BEFORE OR AFTER ITS OWN OR MATERIALS CAUSED BY SUCH ALTERATIONS OR REMOVALS,SUCH CONDITIONS AND REQUIREMENTS.ALL VARIATIONS AND FIELD CONDITIONS INSTALLATION.SCHEDULE CONSTRUCTION ACTIVITIES IN THE SEQUENCE SURFACES OR MATERIALS SHALL BE REFINISHED OR REPLACED AS A-301 WESR ELEVATION;SOUTH ELEVATION ARE NOT NECESSARILY INDICATED ON DRAWINGS.PRIOR TO START OF WORK, REQUIRED TO OBTAIN THE BEST RESULTS. NECESSARY TO MAKE CONTINUOUS AREAS UNIFORM, CONTRACTOR SHALL EXAMINE ALL EXISTING AND NEW CONDITIONS AND A-302 NORTH ELEVATION; EAST ELEVATION REQUIREMENTS,IDENTIFYANO COORDINATE WHERE MINOR VARIATIONS ARE 4.WHERE EXISTING FURRING(OR OTHER WALLS BUILT UNDER A PREVIOUS 13.WHERE WEAKENED BY CUTTING,REINFORCE WORK AS NECESSARY TO NECESSARY TO PROPERLY COMPLETE THE WORK,AND EXECUTE SAME AT NO RENOVATION)ARE REMOVED FROM EXISTING WALLS TO REMAIN,REMOVE ALL RESTORE ORIGINAL INTEGRITY, A-401 MEETING ROOM INTERIOR ELEVATION A EXTRA COST TO OWNER.DURING THE CONSTRUCTION PERIOD,THE UNDERLYING PROTRUSIONS(LE,BASE,CHAIR RAIL,WINDOW TRIM,DOOR TRIM, ARCHITECT MAY FURNISH SUPPLEMENTARY DRAWINGS,DETAILS.DIMENSIONS, AND OTHER ORIGINAL BUILDING FINISHES)WHICH INTERFERE WITH THE 14. RE-BUILD AND PATCH EXISTING HOLES,CHASES,AND PENETRATIONS A-402 MEETING ROOM INTERIOR ELEVATION B CLARIFICATION SKETCHES,OR INSTRUCTIONS AS DEEMED NECESSARY BY THE INSTALLATION OF NEW WORK. RESULTING FROM REMOVED EQUIPMENT OR CONSTRUCTION. ARCHITECT, A-403 MEETING ROOM INTERIOR ELEVATION C 5.PREPARE AND SUBMIT COORDINATION DRAWINGS WHERE CLOSE AND CAREFUL 15. GENERAL CONSTRUCTION WORK IS REQUIRED IN VARIOUS PORTIONS OF THE 8.THE FURNISHING OF SUCH DATA SHALL NOT BE GROUNDS FOR THE COORDINATION IS REQUIRED FOR INSTALLATION OF PRODUCTS AND MATERIALS BUILDING AS NECESSARY TO EXECUTE MECHANICAL,ELECTRICAL,FIRE A-404 ENTRY VESTIBULE INTERIOR ELEVATIONS CONTRACTOR TO MAKE ACLAIM FOR EXTRA COMPENSATION, FABRICATED OFFSITE BY SEPARATE ENTITIES,AND WHERE LIMITED SPACE PROTECTION.AND PLUMBING WORK INDICATED IN PLANS,DIAGRAMS AND AVAILABILITY NECESSITATES MAXIMUM UTILIZATION OF SPACE FOR EFFICIENT SPECIFICATIONS,ALTHOUGH NOT NECESSARILY SHOWN ON DRAWINGS, A-405 RESTROOM INTERIOR 20 ELEVATIONS;CHANCEL INTERIOR ELEVATIONS 9.ALL NEW MECHANICAL,ELECTRICALAND PLUMBING WORK SHALL BE INSTALLATION OF DIFFERENT COMPONENTS_ GENERAL CONSTRUCTION IS REQUIRED IN THESE AREAS,CONSISTING OF CONCEALED WITHIN EXISTING OR NEW CONSTRUCTION.UNLESS OTHERWISE REMOVAUREPLACEMENT OF CEILINGS,WALLS,FINISHES AND OTHER A-406 VESTRY INTERIOR ELEVATIONS; RESTROOM 18 INTERIOR ELEVATIONS NOTED, 6.COMPLY WITH REQUIREMENTS CONTAINED IN SECTION"SUBMITTALS'. CONSTRUCTION,AS NECESSARY TO PERFORM WORK AND RESTORE FINISHED ISSUED T0: SPACES TO ORIGINAL CONDITION.CONTRACTORS SHALL INCLUDE COST FOR A-407 MINISTERS OFFICE INTERIOR ELEVATIONS 10.ALL MATERIALS.PRODUCTS AND EQUIPMENT SHALL BE INSTALLED IN 7.REFER TO MECHANICAL REQUIREMENTS.AND ELECTRICAL REQUIREMENTS FOR ALL SUCH WORK IN BASE BID_ A-408 ADMIN OFFICE INTERIOR ELEVATIONS;ACCESSIBLE RESROOM INTERIOR ELEVATIONS ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND SPECIFIC COORDINATION DRAWING REQUIREMENTS FOR MECHANICAL AND TOWN OF SOUTHOLD PLANNING 4-1-22 RECOMMENDATIONS UNLESS MORE STRINGENT REQUIREMENTS ARE ELECTRICAL INSTALLATIONS, 16,FIRE-STOPALL EXISTING AND NEW PENETRATIONS.HOLES,AND CHASES �A-409 LOBBY OFFICE INTERIOR ELEVATIONS INDICATED IN THE CONTRACT DOCUMENTS. THROUGH FLOOR STRUCTURE WITH A NON-COMBUSTIBLE MATERIAL TO CONTRACTORS FOR MEETING 1 1-11-23 8.REQUIRE THE INSTALLER OF EACH MAJOR COMPONENT TO INSPECT BOTH THE MAINTAIN THE INTEGRITY AND FIRE SEPARATION REQUIRED PER CODE.THIS - 11,THE CONTRACTOR SHALL COMPLY WITH ALL LOCAL,STATE AND NATIONAL SUBSTRATE AND CONDITIONS UNDER WHICH WORK IS TO BE PERFORMED,DO ESPECIALLY APPLIES TO REMOVALS OF EXISTING LIGHTING AND OTHER A-410 SMALL GATHERING ROOM INTERIOR ELEVATIONS BUILDING CODES FOR ALL CONSTRUCTION WORK,THE CONTRACTOR SHALL NOT PROCEED UNTIL UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED IN SYSTEMS FROM EXISTING CEILINGS OR SLABS, TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 OBTAIN ALL BUILDING PERMITS WHICH ARE NECESSARY TO CONSTRUCTALL AN ACCEPTABLE MANNER.PRIOR TO THE INSTALLATION OF NEW FINISHES ALL A-411 KITCHEN INTERIOR ELEVATIONS ASPECTS OF THIS PROJECT.THE COSTS OF OBTAINING PERMITS SHALL BE COATINGS,ADHESIVES,PROTRUSIONS, IRREGULARITIES.LOOSE PLASTER, SUBMITTALS A-501 DETAILS 1 INCLUDED IN THE BID, PEELING PAINT,AND ALL OTHER EXTRANEOUS MATERIALS, 1.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE A-502 DETAILS 2 12.THE CONTRACTOR SHALL ENSURE THATALL PLUMBING,ELECTRICAL, 9.COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS AND SCHEDULE FOR SUBMITTAL OF SHOP DRAWINGS AND SAMPLES WITH HIS MECHANICAL.,AND FIRE CONTROL WORK IS PERFORMED BY PERSONS RECOMMENDATIONS,TO THE EXTENT THAT THOSE INSTRUCTIONS AND PROGRESS SCHEDULE AND THE REQUIREMENTS OF THE CONTRACT A-503 DETAILS 3 LICENSED IN THEIR TRADES AND THAT ALL REQUIRED INSPECTIONS ARE SIGN- RECOMMENDATIONS ARE MORE EXPLICIT OR STRINGENT THAN REQUIREMENTS SCHEDULE,AND SUBMITA COORDINATED SCHEDULE OF SUBMISSION OF ALL OFFS ARE OBTAINED. CONTAINED IN CONTRACT DOCUMENTS. SHOP DRAWINGS AND SAMPLES TO THE ARCHITECT. A-504 WALL SECTIONS 13,THE CONTRACTOR SHALL FILE ALL NECESSARY CERTIFICATES OF INSURANCE 10.INSPECT MATERIALS OR EQUIPMENT IMMEDIATELY UPON DELIVERY AND AGAIN 2.ALL SHOP DRAWINGS SHALL BE THOROUGHLY CHECKED BY THE CONTRACTOR A-505 SEALING DETAILS WITH THE LOCAL GOVERNING AUTHORITIES,PAY ALL FEES,OBTAIN ALL PRIOR TO INSTALLATION. REJECT DAMAGED AND DEFECTIVE ITEMS. FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS BEFORE SUBMITTING PERMITS AND PROVIDE ANY AND ALL BONDS REQUIRED BY ANY LOCAL THEM TO THE ARCHITECTAND SHALL BEAR THE CONTRACTOR'S STAMP OF A-506 ENERGY CODE DETAILS AGENCY IN ORDER TO THE WORK HEREIN DESCRIBED, 11.PROVIDE ATTACHMENT AND CONNECTION DEVICES AND METHODS NECESSARY APPROVAL CERTIFYING THAT THEY HAVE BEEN SO CHECKED.ANY SHOP _ FOR SECURING WORK,SECURE WORK TRUE TO LINE AND LEVEL.ALLOW FOR DRAWINGS SUBMITTED WITHOUT THIS STAMP OFAPPROVALAND A-601 FINISH SCHEDULE; DOOR SCHEDULE 14.DURING THE COURSE OF THE WORK,SHOULD ANY CONFLICT BE FDUND IN OR EXPANSION AND BUILDING MOVEMENT, CERTIFICATION,AND SHOP DRAWINGS WHICH,IN THE ARCHITECTS OPINION, BETWEEN DRAWINGS AND SPECIFICATIONS,THE ARCHITECT SHALL BE THE ARE INCOMPLETE,CONTAINS ERRORS OR HAVE NOT BEEN CHECKED.OR ONLY A-602 ELECTRICAL LIGHTING SCHEDULE SOLE JUDGE AS TO WHICH PROVISION PREVAILS.THE CONTRACTOR SHALL BE 12.INSTALL EACH COMPONENT DURING WEATHER CONDITIONS AND PROJECT CHECKED SUPERFICIALLY,WILL BE RETURNED UNCHECKED BY THE ARCHITECT DEEMED TO HAVE ESTIMATED BASED ON THE MOST EXPENSIVE WAY OF DOING STATUS THAT WILL ENSURE THE BEST POSSIBLE RESULTS.ISOLATE EACH PART FOR RE-SUBMISSION BY THE CONTRACTOR. A-603 SPECIFICATIONS 1 THE WORK.THE MORE STRINGENT PROVISIONS THE BETTER QUALITY AND OF THE COMPLETED CONSTRUCTION FROM INCOMPATIBLE.MATERIAL AS GREATER QUANTITY OF WORK, NECESSARY TO PREVENT DETERIORATION, 3.NO WORK SHALL BE FABRICATED,MANUFACTURED,OR INSTALLED FROM SHOP A-604 SPECIFICATIONS 2 DRAWINGS STAMPED"REVISE AND RESUBMIT'OR*REJECTED',ANO SUCH HANDICAPPED ACCESS NOTES 13.COORDINATE TEMPORARY ENCLOSURES WITH REQUIRED INSPECTIONS AND SHOP DRAWINGS SHALL BE CORRECTEDAND RESUBMITTED BY THE STRUCTURAL S-1 NOTES AND SPECIFICATIONS TESTS,TO MINIMIZE THE NECESSITY OF UNCOVERING COMPLETED CONTRACTOR UNTILACCEPTED BY THE ARCHITECT. PROJECT: 1.PROPOSED WORK TO COMPLY TO THE GREATEST PRACTICABLE EXTENT WITH CONSTRUCTION FOR THAT PURPOSE. S-2 FOUNDATION PLAN APPLICABLE REQUIREMENTS OF ALL LOCAL LAWS,BUILDING CODES,AND ANSI 4,ALL SHOP DRAWINGS AND SAMPLES SHALL BE MARKED TO INCLUDE ALL FIRST UNIVERSALIST - ------ ----- -- 117.1 FOR HANDICAPPED ACCESS. 14.DURING HANDLING AND INSTALLATION,CLEAN AND PROTECT CONSTRUCTION IN PERTINENT INFORMATION REGARDING THE ITEM SUBMITTED, INCLUDING BUT S-3 FIRST FLOOR FRAMING PLAN PROGRESS AND ADJOINING MATERIALS IN PLACE.APPLY PROTECTIVE COVERING NOT LIMITED TO THE CONTRACTOR,SUB-CONTRACTOR,TESTING DATA,ETC. CHURCH OF 2,PROPOSED ACCESS113LE TOILET FACILITIES TO HAVE FIXTURES AND CLEAR WHERE REQUIRED TO ENSURE PROTECTION FROM DAMAGE OR DETERIORATION S-4 ATTIC FRAMING PLAN FLOOR SPACE AS REQUIRED PER ANSI 117.1 4.15,4.16,AND 4.19. AT SUBSTANTIAL COMPLETION_ 5.SUBMIT SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL:FOR ALL SOUTHOLD TRADES,ALL SUBMITTAL DOCUMENTS ARE TO BE SUBMITTED TO THE S-5 ROOF FRAMING PLAN 3.CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE 15.DELIVER ALL MATERIALS TO THE INSTALLATION SITE IN THE MANUFACTURER'S ARCHITECT IN PDF FORMAT.INCLUDING DRAWINGS,CUT SHEETS, HAND AND SHALL NOT REQUIRE TIGHT GRASPING.PINCHING OR TWISTING OF ORIGINAL PACKAGING.PACKAGING SHALL CONTAIN MANUFACTURER'S NAME, INSTRUCTIONS AND OTHER DOCUMENTS. 51970 MAIN RD, S-6 STRUCTURAL DETAILS THE WRIST PER ANSI 117.1 SECTION 4.27. PRODUCT NUMBER,AND OTHER RELATED INFORMATION.INSPECT SOUTHOLD, NY 11971 COMPONENTS UPON DELIVERY FOR DAMAGE. 6.MANUFACTURER'S LITERATURE OR OPERATION MANUALS TO THE ARCHITECT S-7 STRUCTURAL DETAILS 4.ACCESSIBLE ROUTES TO BE PROVIDED BETWEEN FACILITIES PRO111OING A FOR ACCEPTANCE:THIS INFORMATION IS TO BE SUBMITTED IN PDF FORMAT. MINIMUM OF 32'WIDTH AT DOORWAYS,AS PER ANSI 117.1 SECTION 4.13.ALL 16.STORE ALL PROJECT COMPONENTS STAGED FOR INSTALLATION,IN A MANNER DRAWING TITLE: S-8 STRUCTURAL DETAILS DOOR HARDWARE SHALL COMPLY WITH ANSI 117.1 SECTION 4.13.9, TO PROTECT THOSE COMPONENTS FROM DAMAGE,DETERIORATION AND 7.ALL SAMPLES SHALL BE SUBMITTED IN TRIPLICATE OF SUFFICIENT SIZE TO THRESHOLDS SHALL COMPLY WITH SECTION 4,13,8. THEFT. INDICATE GENERAL VISUAL EFFECT SHALL BE SUBMITTED,WHERE SAMPLES ELECTRICAL E-1 FIRST FLOOR PLAN MUST SHOW A RANGE OF COLOR,TEXTURE,FINISH,GRAINING.OR OTHER --�- --- - - - ----- -- -- --- 5.A CLEAR FLOOR SPACE OF 30 INCHES BY 48 INCHES SHALL BE PROVIDED IN 17.USE ALL MEANS NECESSARY TO PROTECT THE MATERIALS BEFORE.DURING SIMILAR PROPERTY,THE CONTRACTOR SHALL SUBMIT SETS OF PAIRS LIST OF DRAWINGS ; E-2 ATTIC PLAN FRONT OF THE SINK ALLOWING A FORWARD APPROACH AS PER ANSI 1171 AND AFTER INSTALLATION AND TO PROTECT THE INSTALLED WORK AND ILLUSTRATING THE FULL SCOPE OF THE RANGE, SECTION 4.34. MATERIALS OF ALL OTHER TRADES.IN THE EVENT OF DAMAGE,IMMEDIATELY GENERAL NOTES E-3 CRAWL SPACE PLAN MAKE ALL REPAIRS AND REPLACEMENTS NECESSARY. INTEGRATED DRAWINGS 6.A SINK AND SURROUNDING COUNTER OF 30 INCHES IN WIDTH WILLBE E-4 FIRST FLOOR PLAN LIGHTING PROVIDED WITH A COUNTER OF 34 INCHES IN HEIGHT.ROUGH-IN PLUMBING, 18.CLEAN AND MAINTAIN COMPLETED CONSTRUCTION AS FREQUENTLYAS 1,THE HVAC SUBCONTRACTOR SHALL PREPARE A DRAWI3NG OR DRAWINGS E-5 ATTIC PLAN LIGHTING SHALL BE LOCATED TO ACCEPT CONNECTIONS OF SUPPLY AND DRAIN PIPES NECESSARY THROUGH THE REMAINDER OF THE CONSTRUCTION PERIOD. SHOWING DUCT WORK,HEATING AND SPRINKLER PIPING.THIS DRAWING FOR SINKS MOUNTED AT THE HEIGHT OF 28 INCHES.NO BASE CAEINETS ADJUST AND LUBRICATE OPERABLE COMPONENTS TO ENSURE OPERABILITY SHALL INCLUDE LOCATION OF GRILLES,REGISTERS,ETC..AND ACCESS DOORS SHALL BE INSTALLED BELOW FULL 30 INCH FRONTAGE OF THE COUNTER,AND WITHOUT DAMAGING EFFECTS. IN HUNG CEILINGS.LOCATIONS SHALL BE FIXED BY ELEVATIONS AND SCALE: E-6 ELECTRIC RISER DRAWING - A CLEAR FLOOR SPACE OF 30 INCHES BY 48 INCHES SHALL ALLONA FORWARD DIMENSIONS FROM COLUMN CENTERLINES ANWOR WALLS. MECHANICAL M-1 FIRST FLOOR PLAN APPROACH TO THE COUNTER. 19.SUPERVISE CONSTRUCTION ACTIVITIES TO ENSURE THAT NO PART OF THE CONSTRUCTION COMPLETED OR IN PROGRESS,IS SUBJECT TO HARMFUL. 2.EACH SUBCONTRACTOR SHALL ENTER HIS OWN WORK ON THE HVAC M-2 ATTIC PLAN 7.A CLEAR FLOOR SPACE A MINIMUM OF 30 INCHES BY 48 INCHES IS FROVIDED DANGEROUS,DAMAGING,OR OTHERWISE DELETERIOUS EXPOSURE DURING THE SUBCONTRACTOR'S DRAWING,WHICH SHALL BECOME THE MASTER OR AS SHOWN FOR APPROACH TOALLAPPLIANCES IN KITCHEN ROOMS. CONSTRUCTION PERIOD. INTEGRATED DRAWING.THE MASTER DRAWING SHALL BE SIGNED BY EACH M-3 ATTIC DUCT PLAN CONTRIBUTING SUBCONTRACTOR TO INDICATE HIS ACCEPTANCE OF THE S.ALL AUDIBLE AND VISUALALARMS SHALL COMPLYWITH ANSI 117.1 SECTION CUTTING AND PATCHING ARRANGEMENT OF THE WORK.ALL DRAWINGS TO BE SUBMITTED TO THE M-4 CRAWL SPACE DUCT PLAN 4'26' ARCHITECT IN PDF FORMAT. 1.PRIOR TO CUTTING OR REMOVALS.PROVIDE SNORING,BRACING,AND DRAWN BY: JOB SITE ADMINISTRATION SUPPORTS AS REQUIRED TO MAINTAIN THE STRUCTURAL INTEGRITY OF THE 3.EACH SUBCONTRACTOR SHALL PREPARE HIS SHOP DRAWINGS IN M-5 SPECIFICATIONS PROJECT.PRIOR TO RESTORING WORK,PROPERLY PREPARE EXISTING ACCORDANCE WITH THE INTEGRATED DRAWINGS.NO WORK WILL BE 1,AT ALL TIMES,CONDUCT OPERATIONS AT THE JOB SITE IN SUCH A MANNER SO SURFACES TO RECEIVE NEW MATERIALS SUCH AS TO PROVIDE A PROPER PERMITTED WITHOUT APPROVED SHOP DRAWINGS. PS � y/ PLUMBING P-1 SITE PLAN M. Cam( AS NOT TO ENDANGER,OR INTERFERE WITH OCCUPANTS OF OCCUPIED BOND OR JOINING. ,n I � ' - - - -- AREAS,ADJOINING BUILDINGS OR PROPERTIES,OR THE PUBLIC. 4,EXISTING UTILITIES.SERVICES,MECHANICAL,ELECTRICAL AND PLUMBING o'r.. � 1 P-2 FIRST FLOOR PLUMBING PLAN CHECKED BY: ¢' aj �. 2. COORDINATE THE WORK OF ALL TRADES AFFECTED BY CUTTING AND °- ------ --- ---- 2.CONFINE OPERATIONS AT THE SITE TO AREAS UNDER CONSTRUCTION. PATCHING OPERATIONS. P-3 CRAWL SPACE PLUMBING PLAN PORTIONS OF THE SITE BEYOND AREAS OF CONSTRUCTION ARE NOT TO BE RMC �, P-4 RISER DRAWINGS DISTURBED. 3,CUTAND PATCH EXISTING WORK TO REPNIAIN,AND NEW WORKAS NECESSARY TO COMPLETE THE WORK OF THIS PROJECT,WHETHER SHOWN ON DRAWINGS FILE NO. 3.MAINTAIN AT THE JOB SITE,A COMPLETE AND CURRENT SET OF CONTRACT OR NOT, INCLUDING MECHANICAL,PLUMBING,AND ELECTRICAL TRADES, �- DOCUMENTS(INCLUDING ANY ADDENDA,CHANGE ORDERS,AND - PROJECT NO. 4G NO. 6299 DATE: G-O O 3 67ENER L NOTES 12/16/2020 5GALE: A5 5HOWN TAeLEa03.ts NOTE: THIS BUILDING IS DESIGNED UNDER NYS INTERIORWALLANDCNLING FINISH REQUIREMENTS 0YOCCUPANCN BUILDING CODE 2020 grat IOERED' NONSPRINIGERED PROJECT ENGINEER: GROUP In[edar eldt ANrways Cewld-bet Reoms.ed IMenerexkrtNrweyrane Curriden and Roams and BUILDING CODE INFORMATION M`e•raaor p. _ andbep, e pas-g Heys'm _'v_ aP laced pHHEewa)•F`• a... +nlrwa Sol P w •r aba r mp n ° and mp w as It&.2 a e C A Ad 6• ('� A-31.A<,A-S 8 B c A Aa C TIRE CODE SECMON 946 - PMTA9LE F1t2E EXTIN tSl-IEr3+ " I in /E LIFE SAFETY INFORMATION B,E,M.R-1 B c A a c nglnee�ing IfConsfrucfion Management PORTABLE FIRE EXTINGUISHERS R-0 e c C A a 9 BUILDING DATA F C t ce < 0CGl1F'AtiGY GLAa551FIGATION(�T1oN 302) H e e C' A A e ��•� F+����-�-ee MrAaLll37 INde Bruin Engineering, P.C. I�3[SAhB1i8L77P.A CHAPTER 24 SAFETY GLAZING REQUIREMENTS 11 Union Avenue Bethpage New York 11714 t-1 e c c A e a AS PER 303.4 ASSEMBLY GROUP A-3-PLACES OF RELIGIOUS WORSHIP u 9 B c A A B A��L 1N ALL gSH�/LAyI m�1,K 1.T'1r R-1 J R-2 -4 AND 9 OCZWA 4'llrk SAFETY 6LAZIM�vIr T5 516.513.1313 -616.579.2574 Fax ��A�Cs per 602�.15�-�THIS BUILDING IS CLASSIFIED AS A TYPE V a 43 A a c A A a �.y 1N�gi��rr��Tip,AyD p��j Iff. �K�,�'uIAL ����� ILa�, f���±a�. ALL s�6�LAZIN5 IN HAZARDOUS LOCATIONS 15�1IRE1 TO BE OF 5Aft-M GLAZIN6 605t41G USE ISROa,r OROL -11 H e a Bh1 A A B ATH Gulf*-'RE5P0N 5L�rw'lla.15 y FIRE LxTlrgtAlrD'�G7 'J1PK.�„Ee R ayyNwv SEC. 24 �115-51 I1G DE96NI CATI550RY B R-2 C c c a B C .. .(hote spYinklelred) LOGA-T•IONS. 5EG.24062 It is a violation of Section 7209 of the I.FCA-ZIIN IN FIXED sroORSE)TGPA .11AL.CxJ51E5. New York State Education Law for any WEND tkzE B-12O N1I�i N6FdD ZONHe SrRLICTIF2AL INFO 5H�-J a-3 c c c c c c 2 WI-rHNN°JO T'l�t(g144 N4N•II OF G0F?ERGfAL COC1tC1N16 C�fiU1PF433IT. 2.fSLAzltd6 1N FIXED AID SLIDING PAJ4FJ„5 OF SEEPING PATIO DOOR A.SEEhf1BLIE'S FIRE HIAZFWD GLk%FWATION 1Wo-riox 300 LOW HAZARD s c c c e e c S.IN AREAS Na aTRE FI.AANIIMABL,E OR 115ONIBu5TI61E L.I(,1IIII7S ARE s'»• OR 'are'PANELS 1N 5LIT7rITB AINC?51F011?ct-°sET DOOR:AsSEMal-'ter• persons unless he is acting under t h e u No restrictions NorestrktlorR DISPENSED. 5.64Ax1NS IN STORM DOORS, NIN'SBG 4132 ATTIC,LWBR-F OCIR A)V C WEALM SPACE"5.ATM,LWEIZ-FLOOR AW COICUALM a.6LAzIN6 IN ALL vevA m sw NrANLs pQC7R5, direction of a licensed professional SPACES UEM FOR.5TORACE OF GOM6 E MATERIALS SWIL TE PRIS"W'ED CK THE SrOP,46E 4.CH VA-,H FLOOR OF 5TT21NC TUiE�i U4:;f'{C4H5tRnZTIOK EXCEPT 6ROUP RAJ 5.16LAZIN6 IN DOORS AND ENGLX751�5 FOR HIM TUBS,WHIRI-P OL5,SAUNAS, For 51:1 Inch•26 4 mm,1 square foot•0.0929 m2. SIX A5 FOR 1-AMR fi1RE-FISISTALd &RA'TEP C.O1t5TR11GT1G>rl.OPENWA SAL L 13E O CCUI ANG�.,IN AGC,ORDANGE NTH FI4153- engineer, to alter any item on this Tab er �THMIr AIDS my ARE of N1 JSTFE LE�-mW" a.Oasa earea In finish de lobby permitted for to bOldngousuble lbaseootmole man trips square to aofappllee VJILPI1 ROOMS,BATHTUBS AND s-�A'•[1�7 It•I E3M HE TI N OF A OR WUP HXV C40M NOT LIB lrliM W4 WIN(451"1N� surface bust m the grade lobbywhere applied red by ec i noncombustible base o o er furring StrlpS applied o a $_Y4� Wr THE SH=GTT�1POICdfATTD IN rABL.E FgMl au1 LPIN6 WALL eNCI oslr,�Try Ge�sPAl�Tr�,�,5 W�T��eDTror+ drawing i n any way. I f t h e drawing i s naombaanbie base and nreblotkee as required by Section eo3.1 s.1. TABLES 504.3 ALLOWABLE BUILDING HEIGHT IN FEET ABOVE GRADE PLANE AND 504.4 ALLOWABLE NUMBER OF OF THE t6LAZIN6 I5 LESS THAN 60 INCHES ABOVE A STANDIN5 SURFACE. altered under the direction of a b.m other than Group Iin orwpantles In tenor building,less than three stones above grade plane,Cless I terla,r It stairways it 45.6LAtZINBf IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR,WH32E THE professional engineer, the altering 'STORIES ABOVE GRADE PLANE AND 506.2 ALLOWABLE AREA FACTOR(At=NS,S1,S13R,S13D OR SM,as nonspnnMered buildings and ClassClnterlorflnlshlor sprinklered buildings Shall be permuted In lnarlof exR Stairways and ramps. FIRE EMTIWMN R NOTF5k 1•PORTABLE FEE 3�IcrlWWSH56 To BE INISTALLM MTH NENM5T EXPOSM EDGE OF THE FIAZIN6 IS WITHIN A 24-INCH ARC,OF engineer shall affix his seal to t h e ,APPLICABLE)IN SQUARE FEET t t5OR}{p�g 1f�4 IN iACCORDANGE IATH yy�oga,O SPEC6 Z. EITHER VL7ZTICAAL EDEE OF THE DOOR IN A CLOSED POSITION AND NHIFTM THE L Requinernann for roams and enclosed spaces shall be based on spaces enclosed by parmions.where a fire-resistance rating Is EXTINOul NOT I:xc�aN�.A lre�WW of 40 Fin SHALLVE INSTALLED so BOTTOM E,a n EDGE OF THE ksl.AZNf91s Lis T HIM 601)46HEs ABOVE THE drawing with the notation "altered by" mAXOMuM MEIf.1 Tr OF suam N e 50'-0"-2 STORY MAXIMUM ALLOWABLE AREA 11,500 SF required for simctural elements,the endosing partitions shall Wend from the nocrto the ceiling.ParoRon.that donotc-py THAT ITS TOP Lei NOT MPT TOM W-O"APJ'-EXTINWISI Z5 t� 40 POILM5 SHALL BE HALKINS r.AJRFACeE_ with this shall be considered to be enclosing spaces and the rooms or spaces an both sides Shallot considered to be one room or INSTALLED 5o THAT rra(GITS.rot,IS Nor HOW TI-M V-6* FJGC 710Ne PANELS WHEEZE TIDE I5 A41 ItiTEf2kE�dIN6 WALL OR OTHER aAFF CAXA9 ONCE IE7Y�H THE FI OE7HZ followed by his signature, the date of BUILDING 15 SPRIMK� BUILDING IS NOT SPRINKLERED space Indeterminingtheapplicablerequirementsforroomsandenclosedspaces,thespecifcoccupangmereofshallbethe AMP THE BOTTOM OF -`'TAuM +►�+ governing factor regardless of the group classification of the building or structure. AHIANI.NOT BE LESS THAN 4 P ERMAN EW E"J;4E y BETWE��s+-�pTrlHE�Dr O�orx�AND eil-AZI+�9s.,L����..�r..�- alteration, and a specific description TABLE 601 d Lobby areas In Group M1,M2 and M3 occupancls shall be not less than Class 8 materials. 1.�IN Ak MlT7t�UAL FIXED O 2 Or-i�L Prawy OTHER THAN HOSE of the alteration. FIRE RESISTANCE RATING REQUIREMENTS FOR BUILDING LOCATIONS DE56MBED IN ITEMS 5 AND 6 ABOVF.THAN MEFTS ALL OF THE e.Class C Interiorflnlsh materials shall be permitted In places ofassembly w"an occupant load of 3DO persons or less. �•'T /�E� /��E (fin FOL.L..Ob'Nlifi Ce0N01TION5- ELEMENTS(HOURS) C Far places ofrOglous worship,wood used for ornamental purposesanuses,paneiingorchencelfumishirgzhalbePermkhd. FIRE GME SECTION 1024.8 - COMMON PATH QE 'RAM_- MSEMBLY SPACES A.e>WOSM AREA OP AM ITdi'71t/vuAL PANE eRFATER.THAN cl 5GiUA32E FEET. Me. TIPPER TYPem -inr Tr- gClass 9mate,alls required!where She bandingaaaads-~as. 13,EXPOSED SM70M E IPSE I THAN 16 ENIGHM ABOVE THE FL100R. it-O aeELEMExr 10.A4.0 C0M►'ION PATH OF TWIVF.L_7W CadWR•@OM PATH OF 1FAVM SHALL"T EXC.dM 90 FEET G•EXPOSED TOP��T5R.THAN 56 INGF�AEA R,THE FLOOR A A a A e Hr A . - h.aassCInteriorflmshmace-1,ShallbepermmaainadmMISmatispaces. M144I"FROM A�EY SPAT TO A FtXNT Y A F11Z5CN HASE A 61406 OF THO PATH:5 OF V.ONE OR MORE M XI SUW{ AGES WITHIN 96 INCHESHORMOINTA LY OF Pxmarys[rutturalframerlseeseawn tax) Y° Y• 1° D ,•I. HIT 1• o I.CIanC lntedorflnlsh maarlalas1111 be P,-",d in rooms wlmarapeUty afoot persons«lesx 1115511EMS6 TRAVEL TO THP EXITS. THE EXCEPTIONS. fPI ILA�ONS. P��yOF THE 6LAZIN6. Besting wells � J.Clan 9 materials shall be prmmed as walmcetling exteMing not more Nan de Inches above the finbhed floor In corridor;and ��� Extedorf 3 x , a : 2 z , o ed-sssral-ra,ol-us. ISS.- -%ISEn A6 STRUCTURAL BAL057RAM PANCI-5 IN RAILINSS cJjo&1 BE Interior a• r , 0 1 0 ,Stir 1 0 kFinish materials asp, dedforin other Sections ofthiscode, I. FOR AREAS NOT IPIOW THAN 90 OCCUPANTS,THE f 7N PATH OF IRAM3-514si CADINS RUGTED OF EITHER 5INSLE FULLY TEMPERED SLA SS,LAMINATED FULLY Nonbeadngwaleanduamtam SaeTable60 I.ApplleswhenprotectedbyanaubenincsprinklersystemInstalledinAccorden -h Secom 903.3.1.1 or 9033.1.2. W"TrFAUM:)-Z PM C22 J%0 Ha4• TE+fPERED E OR LAMINATF77 HEAT-STRENSTHENED SLA65. Fxurlor Nanxadagwamand Pwfmons See M.camdo S in ambulatory rare fedlnles shall be prodded whh Clan A ar a meadats. 2. FOR 51•II7KE4'R0 TED ASSE1 13LY 9GATN5,THE COFRYcN PATH OF TRAM%SHALL NOT ImedoP o a o 0 0 o wawa o o Fj02W 50 FM 1-1`15 240 I•$'ll. z3a 1,] n°°rc°mbuctl°naM ass°aated seconMryma'r,hera 2 x 1 0 1 0 M 1 0 Iw.9eNm 202, ---- -29 PLUMBING REQUIREMENTS Rastto So-.n-Sedated a«a�arymm� a G HT B EGRESS INFORMATION �/E`P �+/��{ AC::=O is,Seoaon 2027 Da Jll7(�S for 5k,loot.3D49 mm. CH. 10 MEANS OF EGRESS EXIT 516N5 SHIALL COMPLY WITH THIS SECTION IL 11, IL a Rao/SupporSFln+eslsnMerativgsofprimarysbucturalRamearMbeadr„walhanpe,mlttedtobentlurodbytnourwhen TABLE 1004, FLOOR AREA PER PERSON IN SQUARE FEET ��wss-fir ,�anecE-� �vs l'� �vr •.�-�ve� evsr�e�����/,� rf�aJAf]a. as✓ w�� , - -7 12.GlA Ate Fupponingaroof-y. WHERE T4La RED.D075 AM E70T a^aA,E ICJ ais-,ORS HEAL L M MARKED B 1 /v� wA713t CDOL�a SHALL COFff,ORM TO ARI iOI D- WFH�E h1A7>�15 5C�2Ys�7 IN b.ExceptO Group FI,KMerbIS-lxmpanrles,fireprotemonofstnraanl members mnofconstmctionshaE not berequired, Assembly without Fixed Seats 7net=113 Accessorystores 300 ross= 1 API'ROYED EAT 516H READILY VISIBLE FROM ANY DIREG110NOF=I TRAVEL. REVISIONS DATE 9 9 RESTAURANT'S OR/•&�BOTTLED WATER CAOO FRS ARE PROVIDED IN 0T1�R maamngpratamanorpnmaryawttenlRamemem6erxroafrraminganedacwrRwnenarerypnarmeraorcanewtnstub AC�55 TO EXITS SMALL P1Ar�.�B'f R�.AL71LY VIA EXIT SJC:aPIS IN GAGES 20 feel -baveanyfloar immedletey below.ran-retardant-beated-cl membenshall beallowedto beasedforsuch Stages 15 net= 11 Office 150 gross = 1 Y�-Fi2E THE EXIT OR TT4E PATH OF 06�S TRAVEL.15 KOT IMh�D7AT5-Y VISIBLE TO BAN IESP,DRINKING FOUNTAINS ELF' LL NOT 5E REWIRED. IN OTHER OC,CUPANGIES unprotected members. Classroom 20 net= 12 71-E OCCAIPAMS. EXIT 516N PL1dCEI`- THT SHALL BE 5"THAT 40 POINT IN AN MT S4HEIRE PRLWJHS FOUNTAINI5 ARE RL.Cd411RID BOT-FLED Willi GOO4.E�S SI111LL BE c In all occupasui h-yOrnbarumpMng•Mth Secdon 230411shall bean-dwnere a I bourorlessfi a I tancennngls Kitchen 200 net= 1 ACCESS CORRIDOR 15 MORE THAN 100 FEET(00 400?, "t1 FROM THE NEAREST ylN13LE PIETZMII IS1 TO BE SUBSTITUTED FOR NOT MORE THAN 50 PERGENT Of I-HE IZ£wff;I E? required. )cJCI'r 51154 DRIWONS FCURTAINI5. d"less than the RnreSI-rae rating required byotterseed-fmlacoae. TABLE 1005.1 EGRESS CAPACITY FOR THE PURPOSES OF DETERMINING "DTH ..Notts.man the flrereslstance sing based afire Sep•ration distance(Sea Table 602). Egnali8 Nldth per t go ed 1.EXIT 9�Af2E NOT REWIRED M ROOMS,OR AREAS MCH RUXI ZE OOZY O�EAT a A URJNAL i5 f'EfZM1T7E17 TO E2 IN PLACE:OF ONE WATER.UO.�T,F�,,OIYIDFD THAT THE 4R.i1dAl.-'i DO NC7T E?CC.EID 7f.S OF THE OVERALL. f.Nal...man me flre+eststance rating as references In Section 704.10. y",y.,�r," p611111..awaP Doom��.E.a�sr.C40pmw t OR�'-A�• ^e-�"--7 -""�^•7" e-7�-e°r�^•e'°4"^^•'•• NYS t'LUFNN6 CAE SSG.4032 SEPARATE F,aGIL1T1M N-EIRE P11N"N5 FT?LTIJRE's TABLE 602 Assembly 0.2'per occupant 0.15'per ocz-Lv int G6RAPHIC5,EVMY EXIT SISN AND PIREGTTONAL EXIT 516"SHALL NAVE PLAINLY ARE RECURED,SO'ARATE FACILITFES SHALL BE PROVIDED FOR EACH SEX. FIRE RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS LEC70-E LEITERS NOT LE55 THAN 6 W-+M5(152 11R'T)14101-1 WITH-!THE PRINC4PAL BASED ON FIRE SEPARATION DISTANCE (a,d,g) SECTION OD STR,OK S OF THE LETTERS NOT Lim THAN 0.*INCH(19.1!-I!'U WIDE. THE WORD"EXIT' FJ r FIRE SEPARATION DISTANCE• OCCUPANCY OCCUPANCY SECTION 1Lr.'^7.1 MINIMUM 1MbTH OF EXIT ODORS {in inches) LESS .y N,-L�(5 MR) L SEPARATE FACALITIES SHALL NOT M REWIRED FOR PRIVATE F�ACI�L�-MET" x(laet) TYPE OF CONSfRUCT10N OCCUPANCY G0.0UP H- GROUPP•t,M,s-1f GROUP&s LF,z4Ri,szuh L,OC40b•I ��d HAMI A WIDTH NOT ETVf THAN T III{L a-1O W1D�9{GE}� -L SEPARATE EMPLOYEE FACILITIES SHALL NOT BE REMIRI D IN OCzA Ax 1E5 IN "� THE LETTER'1",Ah6N lT-e»MINIMUM 5PA,C',fII613E'fY�NI LETTLCF�SHiIALJ..NOT 13.E LESEJ x<5" All 3 2 1 DA2ors requi for the phpirallg 32'clear M min. THAN 0.375 INCH 05 RAH).516H5 LIAR6E'.THAN THE MINIMUM MTABL15HM IN V415 WHICH 15 OR LE55 PFFDPLE ARE VMPLDYT r, 3.SEPARATE FACtLIT11M SHALL NOT BE RE-CUIRFD IN STRUIC-TWES OR TENANT hcoTdlcctp{2ed SECTION.H 1644T. HAVE L15T IT3t WIDTHS,sxRol ANO 5I'AGTN6 IN PROPORTION TO AS PER BUILDING DEPT. IA 3 2 1 5F`AGF�W WITH A TOTAL Or.C1A-'At{T LOAD,INGLSDIN6 e0T'H�ATm 55x-lo From tho main exit of Hm br,ldhg 52 GIBLT yJPS• TTE1rt HEIGHT. C ISTOMERS,OF 15 OR LESS. 1 txnen : , t to yyg exterior Ph5re pug door THE NORD TX1T'SHALL BE IN H16H CONTRAST H7H THE BAGK.ERGUNlD AND SHALL 4.SEEPARATE FAGILITIE5 SHAlLL NOT M�UIR$7 N 143k;A LE OGGl1PANGI�i COMMENTS 6.15-23 to is 2 1 1` Is provided BE CLEARLY DISCIEF ISLE KEN THE EXIT 5ISK ILLUMINATION MEANS 15 OR 15 IN WIGH THE I•fA.XIMU•'r OGCWART LOAD 15 50 losx<lo IIB,VB I o o Q .,qT • yg. 3fS•, NOT EN�I�D- IF AN ARROW 15 PROVIDELP A6 PART OF THE EXIT 616K THE � 8 GONSTRL11i SHALL M SUCH THAT THE ARIROH DIRECTION,CANNOT BE READILY ISSUED T 0: Others , 1 Easement stair gall kllshe»doors ar+e pad HH�tted t0 b9 96" C*WisrLT. SEC_2402b LOCATION OF EMPLOYEE TOILET'FACILITIES IN t ERGeIWnLE AND xa30 All o 0 o aide,friey serve on ocGlpant Iom of 11:11US 50 parsom A55EN"IHLY OC.GUPAWIE5,EMPLOYEES SMALL BE PROVIDED WITH TOILET FArILJTIM IN Far 5l:,faot.30a.e mm. SECTION 1014 HANDRAILS SUILAIN5 AND TENANT 5FACCS UTILIZEV A5 Rr5TAU1RANTS,N6 1rC.LUBS,PLACE5 OF EXIT NOTES:. PUBLIC AL56Et•�Y AND MERCANTILE CWXAPANCIES.THE FACILITIM SHALL a.Load-bearing exrenor walls stall also compywimmenre-reststanandng requirements of Table 6ol. L5. TAIRW4Y5�P�HAL�L HAVE ON EACH SVE.1WNDRRA15 SMALL 1I M EITHER SEPARATE FAGILITIE5 OR CX-)MEI Nth EMPLOTeEE AND PUBLIC,FAGILJT}L�z i7AN�STREN16'i34,04i -AT1`A0fWNT1`IN ACCORDANCE WITH 1407 T. PANG AND FIRE EXIT HAIRIPPONE. TIE REWIRED TOILET 1=ACrILIVE5 SHALL EU L.OGA-TW NOT t- R THAN ONE STORY TOWN OF SOUTHOLD PLANNING 4-1-22 b.See Section 7061.1 for party Halls. HHERE PAN10 AND FIRE EXIT HARDMRE 15 INSTALLED,IT 5HAIJ-C IMPLY KM4 TTE ABOVE OR BELOW THE EMPLOYEES"WORK AREA AMC?THE PATH OF TRAVEL TO SUCH HE1614T,HANDRAIL HELFIHi;�A OVE STAIR.TREAD NOSINI&5,OR FINISH 1"OL.ONNOt FACILITIES,.IN OTHER T14AN COVERED MALLS,SHALL NOT E�A D15TAIi:OF 500 SURc.Open parking garages compyngwlth Section 406 shall not be required to haveaRre+eslshna rating. g FOP7-t NOT I THAN 34 INC44ES(t6F I-" L THE ACTUATING PMTION OF THE RELE A61N9 Cj'"Cr=SHALL EX'T£V AT 1ZA5T �5� �'�''I,����e`rO�1uI�AAGILJTIt� IN eao�r�MALLS - CONTRACTORS FOR MEETING 1 1-11-23 AND NOTACE OF E T H SHALL BE 11N NOT'FX =7 A DI57A1iCE OF 5b0 PaFf(9E MU d rnenre+eslsrnncennngofanaxtariarwanlsaeterminedbasaaupanthennaepartbnabtbnaatMetdenorwananatncstarymwnirn /A�N[7r MORE THAN�111G�(q�j t„R„{1. 01'�^`-I'IALI°OF 7I-I)t DQOl'�LEAF I'•eDTI'1. the wall is located. 2.A KAX1NflJN'1 IA"ILATCHtNs 1 OF 15 FOi f6T N).EACH DOOR IN A MANS OF 1 Employee bath located off of Vestry e.For special requirements for Group H occupancies,See Sectlon 415.6. NrER?4ED1ATE HA ;)RAILS.INTERMEDIATE HANDRAIL5 ARE REWIRED 50 THAT ALL 16RE55 FROM AN OCCANGY OF 6ROS.IP A OR E HAVINIS AN OCCUPANT LOAD OF 100 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 POIRT710/NySy OFJaT1I5 STAIRWAY Na17'TH R.fc�CE�J�IIRRED FOR E 55 CAPACITY ARE WITHIN 30 OR MORE AND ANY OCCUPANCY OF 64ZMP H-1,H--2.H-3 OR"SHALL NOT 13E f.For special requirements for Group S aircraft hangars,see Section 412.3.1. It4'.tHC5{*:?MM)01=A HAHMAIF..ON a�.n ss,r sL.n IAL_5TA1RSS 1'& AILS SRAE L BE PROVIDED MT14 A LATCH OR LOCK tH-e-%IT 15 PANIC H ARDI"IAR--OR FIRE EXIT g WhereTabie705.8permitsmbbearingnneriorwallswithunlimitedareaofunprotectedopenings,therequirednre-resistance rating for One LOCATE?A1.DI�If'TI•E MOST DRECT PATH OF E-6RE55 TRAVEL_ AARDNAaRIr•IF SALANGED DOORS ARE l�AM PANIC HARDI"•Y4 M 1`F,' R�dJI' REX),THE exterior walls isohours. PANNG H-IARDwA RE SMALL.Ek--OF THE PUSH-FAD TYPE AND THE PAD SWILL-NOT EXTEND HANEW-A L ORAE5PAISILITY.HHANU7RAAILS PATH A C RSULABR CAFRO yS SECTION SHALL HAVE MORE THAN ONE-HALF THE WIDTHH OF THE MEASIA21 DOOR D FROM THE LATCH SIDE n.[tin Resented. AN OU 5/� L. r- 1DIE D IAN•1ETER OF AATa 15LEAST 125 INCHES 02"AP D tU l lr 6QZFAT ER THEW 2 1.Far a Group R-3 WIMIng Of Type l4B or Type V-B construction,the exterior wall shaanot be required to have a fire-resistance rating where the 1!TGN�051"1)OR SHALRO IM 211VALENT 6RA8FSAOL11 s, IF THE HA 4DPQL 15 STAI TTLKAY EXIT 516145' fireseparationdistanceIs5fast(1s23mm)orgreat- A TACTILE 516N 5TATIN 11 i EXIT AY0 C01"N 1_Y NS WITH WZ4A SII AIrTJ SMALL Be NOT CIRCULAR IT SHALL HAVE A PERIMETER DIMIE10014 OF AT L-FAST 4 INICil-a 002 PROV117LD AD 14C.�IT TO EACH DOOR TO AN Ei9fM%5TAIRWAY. MM)AND NOT 6REATEFZ THAN 6M INCHES(15q MM)WITH A MAXIMUM GRO55-5f5r-710N DIMENSION ION OF 2 25 INICIt5(51 MH). EPEE-5 SHALL HAVE A MINIHIR•I RADIUS OF 0.125 EXIT SISNH ILLUMINATION. INCH 0-2 Nam• EXIT 516H5 SHALL IBE INTERNALLY OR EXTERNALLY ILLUMINATED. THE'FACE OF AN EXrT SIGN ILLUMINATED FROM AN EXTERNAL SOLWX SHLL.L HAVE AN IHTEN51TY OF CAONTINIITY.HANDRAIL-FWPPIIIi 5UR=A6,ES SHALL BE coxnNXMf WNTHi NOT LESS THAN 5 FOOT-CANDLES(54 LIA)_ INTERNALLY ILLUMINATED INATED 516M SMALL TABLE 705.8 INTERCd1PTIC"BY NI HEL POST5 OR OTHER OBSTRLGTIONS. PROVIDE EWIVALENT L-1TMINANLCE AND BE LISTED FOTt THE PE RPOE.E. MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE AND DEGREE OF OPENING PROTECTION E>rEFT1ONSf SECTION 1016.2 EGRESS THROUGH INTERVENING SPACES 1. �-I-WINIOUS EXIT THAT PROVIDE EASILY ILLUMINATED LETTERS S FIRE SEPARATION DISTANCE(feet) DEGREE OF OPENING PROTECTION ALLOWABLEAREA' SHALL HAVE A MINIMUM L.UMINANC'115 OF Or06 FOOT-LAMBERTS(021 C4;)M . E+BRP%THHROU91.1 INTERVERIN5 5PAGE5.55Rf-=5 NPONR A ROOM OFt 2.TACTILE 516M REC2NJIRFRm BY NtY1 W NEED NOT BE PROVIDED WITH ILLUM1NATM Unprotected,Nonspnnklered(UP,NS) Not Permitted" SPAGE SHALL NOT PA55 THIRC05H Ak"1141N6 OR INT'1 'I1lIk-7 ROOM5 OR AREAS. Otolessthan30.ck Unprotected,Sprinklered(UP,SY Not Permlttedk ITT WHERE SIN AT7-'tOIN1N'1O ROOMS OR AREAS ARE ACHY TO THE AREA SERYM,Aft N&r A 1410E-HAZAI+P OGGUPANGY;ATdD PROVIDE A DISGERNIEILE PATH Pmtected(P) Not Permitted' OF rx5fM56 TRAVEL TO AN EXIT. GOIvE55 SHALL NOT PA55 THiROU5H KITC ENS, Unprotected,Nonspnnklered(UP,NS) Not Permitted STOREROOMS,GLOW S OR SPACES USED SIMILAR Pf Jam- AN EXIT�3 POWER r'n��� SMALL NOT PASS THROUI A ROOM THAT GAN BE LOf*ZV TO PREVENT 15SRFS6. 11`L NEB EXrT 516N 5 SHALL BE ILLLIM11-1164A1ED AT ALL TIK256 TO GONfINAW ILL I MINATION 3 to less than Sd-" Unprotected,Sprinklered(UP•S)l 15% OF ESRESS FROM PHELLIN&UNITS OR SLEEPINO AREA&SHALL NOT LEAD THRlX*7H FOR A DURA ON OF NOT I.J.-a5 THAN 40 MINRTT'E5 IN G,A5E OF PRIMARY POW 11-055, OTHER.SLEEPIN IS AREAS,TOILET ROOMS OR BATHROOMS. THE EXIT 516I45 SHALL BE CONAEGTT�7 TO AN»26EW-Y ELEGTRIGAL SYSTEM Protected(P) u% Si?tA/11DW FROM STORAA6E EATTERI125,UNIT MAP'NEN T OR.AN ON-ATE Unprotected,Nonspnnklered(UP,NS) 10%h 61RAT•M THE INSTALLATION OF TIE IF_.T•ETZ5EI4GY POWER 5YSTEM SHHA"BE IN AC.GCRRDANCE WITH 2702, 5 to less than loat•l Unprotected,Spdnklered(UP,S)I 25% Protected F) 2s% !w?4Efq10N:APPROVED FXTT S16N5 THAT PROVIDE C•ONTINUIDU5 ILLUMINATION PROJECT: �T OF EXTERNAL FIO)Ii 5OU1ZCE5 FOR A DURATION OF NOT I THAN A10 Unprotected,Nonspdnklered(UP,NS) 15%a MIN re5,IN GA6E OF PRIMARY POHM 1.095,ARE NOT REWIRED`TO BE 10 to lessthan 75a•f•S1 Unprotected,Spnnklered(UP,S)' as% GdH4EGTE5D TO AN N1eY 13EtGTTtIGAL 5Y5T8.1- FIRST UNIVERSALIST Protected P) 45% IE.AN 1 5 OF E64ZE95 ILLUMINIATION, L/1\, TABLE 1006.2.1 SPACES WITH ONE EXIT OF EXIT ACCESS 71HIff 1•11%HS OF t 1NcaDDINNe THE F- T vas SHALL Be ILLUMINATED AT CHURCH 0 F Unprotected,NonSprinklered(UP,N5) 25% DOORWAY ALL TIMES THE BUIL-DIMES WACE 513ZZYW BY THE M64I45 OF HE�55 15 OCCAPIED. 1 S to less than 20f.4I Unprotected,Sprinklered(UP,Sp 75% DOOR . Protected(P) 75% OGGUPAW-Y MAXIMLW OCCUPANT LOAD PORES5 SHINSDOCIFtS SHALL BE 51DE41INSE17 5WINI51N S. DOORS SHALL SWIMS IN THE SOUTHOLD Unprotected,Nonspnnklered(UP,NS) 45% DF}5rTIOd'1 OF E9RESS TRAVEL K0ZE SER AW AN PGG PANrr LOAD CIF.50 OR HOIRE A,Bb, E,Fb,M,U 49 I OR A 14161.4-HAZARD OCISUPANCY. THE OPIEN NI5 FORGE:FOR INTewOR 20 to less than 25f-g1 Unprotected,Sprinklered(UP,S)' No Limit SIDE-SwtNNEaMG DOORS WITHOII'r 61.05ER5 SHALL-NOT EXCEED A 5-MOUND t22 N) FORGE. POR OTHER 51DE-A-ANIGINS,SUITING AND FOLDINe D00R5,THE Poofz LATCH 51970 MAIN RD, Protected(P) No Limit Sb,d 29 SHALL RE I A� HiEN via 0-YED TO A 15-MM(67 N)FORCE, THE DOOR SHALL Unprotected,Nonsprinklered(UP,NS) 70% �Re,r•s�..�a Q BE SET IN MOTION WHEN 505JI55TED TO A 30-PCOO 033 w FORCE. THE u LDaOR SHALL SOUTHOLD, NY 11971 25 to less man 3of•gl unprotected,Sprinklared(UP.S)I No Limn FLOOR.ST�FACX-- Halc�q eurfaGe9 of the f acm OF`�__._9NIO11 9ie8ilf TO A�L OPEN POSITION"WN SUB -TE.D TO A 15-PCLFP 7(67 N)FORc4E• Leave a 3I"-5Psktcrlt'swface and be sec rely ottoichmd. FORCES SHALL M APPLeX)TO THE LATCH 51>7E, Prot (P> Na Limit DRAWING TITLE: Unprotected,Nonspnnklered(UP,NS) No Umft STAaIRKNYSJ'. HEADROOM..S9T��,A,RRI��R�WIAY5 SHALL HAVE A MINIMUM HEADROOM GLEARANr.E OF 80 30 or greater Unprotected,5prinklered(UP,S)' No Limit IaHCAES(,A52 N-O�y 11"FDA5URED VERTICALLY FROM A LINE CON W-ICTIMS THE EDGE OF "acted(P) No Limit THE WSIN55. SUCH FHraAiDkOOM SMALL M CAWrIN OUS ABOVE TIE STAIRWAY TO TIE P0114T WHO THl:LINE IId'II G75 THE LAWINl9 EE LOK ONE TREAD Mpr For 51:1 foot=304.B mm. � OM R[� T�N �iAWC=SFW1 BE MAINTAINED THE AYL BUILDING CODE UP,NS-Unprotected openings In buildings not equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1. STAI INFORMATION STAIR TREADS AND RI 5L�5. UP,S-Unprotected openings In bullrings equipped Throughout with an automatic sprinkler system In accordance with Section 903.3.1.1. STAIR HRI9ER HE10HTS SMALL 1E T IfIC+11i("g,t•4"O MAtXII1U't AND 4 INCHES 002 31" P-Openings protected with an opening protective assembly In accordance with Section 705.8.2. HINIMH. 5TA1{Z TRF.-AD t EPM SHALL EE If INCHIE-'(• MRII Hlt'BKH. THE RISER HEI6HT SHALL BE N"HEA51A2 D VERTICALLY BETWEEN THE LEADINNS IDES OF ADJACXW THREADS. THE TREAD DEPTH SMALL BF_ "O UZON TALLY a.Values Indicated are the percentage of the area of the etherlar wall,per story. ME 1A M THE VEIZTIGAL F AN?5 OF TI-E FOIRENR05T FRO T 11ON OF AaP`EAGENIT Is.For the requirements for fire Rafts of Wlldings with differing heights,see Section 706.6.1. TREADS AND AT RIGHT ANd6L_F TO THE TREADS LEADINIS 15Di SCALE: c.For openings In a Ore wall for bulldln¢on the same lot See Section 706.8. PH IONAL UNIFORMITY. STAR TRFJAM AID RISER5 SMALL HE OF UNIFORM 512E AM .�THE�±T�O�LERANCE d.The maximum percentage of unprotectedE L.and protected openings shall be 25 percent for Group R-3 occupancies. BETWEEN THE AND SMALi2�T RI-WR OF,BETWEEN THEL-AR�T AND SMALLEST TREAD Sd•HAI-L NOT FXCE M 0.3T.s ING1i(q.5 NTh"L1 IN ANY e.Unprotected openings shall not be permitted for openings with a Jlrc separation distance,of less than 15 feet for Group H-2 and H-3 N=LI6HHr OF 5TAIF*. x<upactes. Ifs THE BOTTOM OR TOP RISER,ADJOINS A SLOPINS PUBLIC WAYS KALKNAY D A S SHOW N OR RIVE11 AAY HAYrN6 AN MTAt3L.1S1ED 64ZAVE AND SERVIN IS A5 A LANDING,THE L The area of unprotected and protected openings shall not be limited for Group R-3 occupancies,with a fire separation distance of S BOTTOM OR TOP R(S 'IS PERMITTED TO BE PJMY ED A ONO TW.SLOPE TO LESS feetorgreater. TITAN 4 IW-41IES(602 MFV IN HE16HT WITH THE VARIATION IN HEIGHT OF THE BOTTOM OR TOP RISER NOT TO EXCEED ONE UNIT VEFMC;AL N 12 UNITS HORLZONITAL 0-PERCENT IS The area of openings In an open parking Structure with afire separatlon distance of 10 feet or greater shall not be limited. 5LDPFJ 01 STAIRWAY WIDTH. THE KMIN955 OR LEAPIN61�OF TREADS AT SUCH � h.Includes buildings accesSary to Grout R-3. NONUNIFORM W91SSHIT FUSERS SHALL HAVE A DISTFNCTNVE MAf3KIN6 STRIPE DIFMRVNT FROM ANY OTHER IK35tN6 MAPKI%5 PIROVILEI?ON THE STAIR FLICAIT. THE I.Not applicable to Group H-1,H-2 andH-3 occupancies. DRAWN B Y: DI571NIGTIVE NiARHCINHrs STRIPE SHALL BE VISIBLE IN DESCENT OF THE STAIR SHWJ_ J.[NY]Rc,e Vea. LEAST 1IINC"(25ASLIP-ROS15MT l)BLTI NOT MORE TH/4TANT SURFACE1H6 STRIPES(51 Mh11-FiA1/E A WIDTH OF AT P c L� D �11t1 a ILFor openings HAVE A between S-2 parking garage and Group R-2 building,see Section 705 3,Exception 2. PROFILE. �7 ! THE RADIILS OF CURVATURE I AT THE L APING - EA O THE TREAD SHALL.SE NOT t GATT TH M 05 INCH 02.7". BeVELR419 OF MOSIM95 SFAL-L_NOT•EXCEFV Oar INCH !^ � 0 OF HE LEADING OP THE 1TREAT7 ABOVE AT A SLE NOT MORE THAT 0 a 02.1 RISERS SHALL BE CHECKED BY: CC DF x(052 IRAD)FROM THE VERTTGAA- THE LEAVING EDLSE(NO IN55)OF TREAD RMC �� 1 ' •' mow.` SHALLHSfROJEGT NOT MORE THAN 1.25 1N�..H�3(33 MNq)I31=1'Oha1D THE TREAD BPLUW AND � �?--�� LFADIN6 E0615 OF THE FLOOR AT THE OF FA LI&Tr UNIFORM SITEe INGLUD]I35 THE �, P� STAIRWAY LA RPIN65. FILE NO. HE SHALL BE A FLOOR OR LAW)INf6 AT THE TOP AND BOTTOM OF E AEGH STAIRWAY. TNHE WIDTH OF,AN VIN65 SHALL NOT Be LESS THAN THE WIDTH OF STAIRWAYS THEY 513RVE. EV13ZY LAN LING SI IAL-L.IIAVF A MINIMUM 01N`IE SION ME-AISLNEV N THE D1RMTION OF TRAVEL.DIAL.TO THE WIDTH OF THE STAIRWAY, SUCH DIMEN5110I4 NEW NCT EX=46 IN CI E5 1121GI MM7 NH`ERE THE S'TAIRJNAY HAS A STRAIGHT RH1tI_ PROJECT N0. JG N0. 6299 ALL&ARPET'S ARIE TO BE CLA95 11 MAT6ZIAL IN SA ANC KITH SECTION 004 OF THE C.ODIS - - - DATE: O O 5U I LE� I N67 INFORMATION 12/16/2020 SOALE: A5 5HONN PROJECT ENGINEER: Predominant direction of travel 304.4 Door Swing. Unless otherwise specified, doors 306 Knee and Toe Clearance 307.2 Protrusion Limits. Objects with leading edges shall be permitted to swing into turning spaces. more than 27 inches (685 mm) and not more than 80 jr-L 306.1 General. Where space beneath an element is inches (2030 mm) above the floor shall protrude 4 dgJ3 �n305 Clear Floor Space included as part of clear floor space at an element, inches (100 mm) maximum horizontally into the circula- Eng/neaNny d Construction afe17a9Bme�r clearance at an element, or a turning space, the space tion path. NY'51�W2GTIO1 1104 305.1 General. A clear floor space shall comply with shall comply with Section 306. Additional space shall EXCEPTION: Handrails shall be permitted to ro- "�I�`kXnE M11111 Section 305. not be prohibited beneath an element, but shall not be P P o Sign de Bruin Engineering, P.C. IIGa<L1 SEte carhbl points.Accessible rCarte� within the site shall be 305.2 Floor Surfaces. Floor surfaces of a clear floor considered as part of the clear floor space or turning » trude 4/2 inches (115 mm) maximum. 00 11 Union Avenue Bethpage New York 11714 provided from public trawportation stops,accessible parting and Long dimensio space shall comply with Section 302. Changes in level space. 516.513.1313 -516.579.2574 Fax accessble loading zones,and pubic streets or Sidewalks to the perpendicular to D D D D D D D D D D D D D D D D D D are not permitted within the clear floor space. 4 max ac,cessbie tlding entrance carved. 306.2 Toe Clearance. 100 N direction of travel EXCEPTION: Slopes not steeper than 1:48 shall be 11042 H thin a site.At least one accessible route shall connect permitted. 306.2.1 General. Space beneath an element It is a violation of Section 7209 of the ac.cessble buildings,accessible facilities,accessible elements,and between the floor and 9 inches (230 mm) above New York State Education Law for any accessible spaces that are,on the same site. 305.3 Size. The clear floor space shall be 48 inches the floor shall be considered toe clearance and person, unless he is acting under the E>G TIOM, An accessible route is not re iced beb4een accessible t (1220 mm) minimum in length and 30 inches 760 min 4°max 4"max qu /2 max ( ) shall comply with Section 306.2. direction of a licensed professional facilittes that have,as the only means of access beb4cen them a 13 minimum in width. 306.2.2 Maximum Depth.Toe clearance shall be engineer, to alter any item on this �mhlcular way not provkiing for pedestrian access. P Post a ra w i n i n any e a I f the e drawing a win l permitted to extend 25 inches(635 mm) maximum 9 Y Y 9 .s 1104.3 Gornected spaces.Hien a bulldni%or portion of a building,Is FIG.302.3 under an element. altered under the direction of a racivired to be accessible,an accessible route shall be provided to each OPENINGS IN FLOOR SURFACES 48 min potion of the buTldh%toaccessble bullding ems,cormecting 1220 306.2.3 Minimum Depth.Where toe clearance is (a) professional engineer, the altering accessible pedestrian wakways and the public way. Fibers only one required at an element as part of a clear floor engineer shall affix his seal to the ac cesrsIble route Is provided,the accessble route shall not pass throvc�ls drawing with the notation "altered by" kitchens,storage rooms,restrorans,closets or slmllar spaces. 1/4 max space complying with Section 305, the toe clear- followed by his signature, the date of ance shall extend 17 inches (430 mm) minimum o alteration, and a specific description 1 «OM A sinegl accessible route o permitted tothrough a 6.4 beneath the element o �`� 4"max 4"max n9 (------ -------� N All of the alteration. 306.2.4 Additional Clearance. Space extending Al lIC14A Multilevel buildhop and facilities.At least arse accessible I x route shall connect each accessible level,1nck" m,ezzmMes,In greater than 6 inches (150 mm) beyond the avail- x multistory bulldings and farAftles. I ) I able knee clearance at 9 inches (230 mm) above the floor shall not be considered toe clearance. in E_ I7CaN5: FIG.303.2 I O I E o cO � 00 CARPET ON FLOOR SURFACES I I O N 306.2.5 Width. Toe clearance shall be 30 inches N 1.An accessible route Is not required to floors above and below I I CID (760 mm) minimum in width. X n Sign Unlimited Unlimited Unlimited accessible levels that have gj an aggre area of not more Yuen 3,OW I x square feet(ZT7 m2a. This exception shall not apply to: I 306.3 Knee Clearance. ------------� I.I.t fkve m tenant facilities or s,vup M occupancies containing 2 i12 max. 306.3.1 General. Space beneath an element five is more tenant spaces, 1 13 FIG.305.3 between 9 inches (230 mm) and 27 inches (685 Imo.tBveis containing offkas of health core providers[Group�or U;or SIZE OF CLEAR FLOOR SPACE FIG.307.2 � 1 min) above the floor shall be considered knee X>12" 1-5.Passenger trarnportatlon facilities and ahports (&,ew A-a or 14 Max. LIMITS OF PROTRUDING OBJECTS clearance and shall comply with Section 306.3. o �5raup 9)• 6.4 305.4 Knee and Toe Clearance. Unless otherwise co specified, clear floor space shall be permitted to include 306.3.2 Maximum Depth. Knee clearance shall 307.3 Post-Mounted Ob ects. Objects on posts or vo:�. In CrowA,I,fz and 5 accupancles, levels that do not contain 1 j P Al knee and toe clearance complyingwith Section 306. be permitted to extend 25 inches (635 min maxi- acce�s51 a elements or other spaces r•egvTred by §lIUI or §tIOB are not ) pylons shall be permitted to overhang 4 inches {100 @ REVISIONS DATE regvired to be served by an accessible route from an accessible level. (a) mum under an element at 9 inches 230 min 305.5 Position. Unless otherwise specified, the clear ( ) min) maximum where more than 27 inches (685 min) � P above the floor. N Q I104,5 Location.Acces:.ble routes shall coincide with or be located to 1/4-1/2 floor space shall be positioned for either forward or par- and not more than 80 inches (2030 min) above the n the some area as a�e raI cVCUlatron path. lrf,ere the circulation Pau, is 6.4-13 2 allel approach to an element. 306.3.3 Minimum Depth. Where knee clearance floor. Objects on multiple posts or pylons where the co x>12" krb3rtor,the ocoessbie route shall also be interior. is required beneath an element as part of a clear clear distance between the posts or pylons is greater E X>12" 1 305.6 Approach. One full, unobstructed side of the floors ace complyingwith Section 305 the knee than 12 inches (305 mm) shall have the lowest edge of ti Post >xnoN= Accessbie routes from parking gauges contained within and clear floors ace shall adjoin or overlap an accessible P g N serving Type 13 dwelling units are rot required to int-W. p t P clearance shall be 11 inches (280 mm) minimum such object either 27 inches (685 min) maximum or 80 route or adjoin another clear floor space. in depth at 9 inches(230 mm)above the floor, and inches(2030 mm) minimum above the floor. MYSM WX-TM 1105 (b) 305.7 Alcoves. If a clear floor space is in an alcove or 8 inches (205 mm) minimum in depth at 27 inches EXCEPTION: Sloping portions of handrails between (b) ACXZ55BLE ENT otherwise confined on all or part of three sides, addi- (685 mm)above the floor. the top and bottom riser of stairs and above the ramp Ifo5a utred. At least 50 ceirt but not les8 than one enbca to FIG.303.3 tional maneuvering clearances complying with Sections run shall not be required to comply with��e�qq lam' 306.3.4 Clearance Reduction. Between 9 inches q � p y Section each building and structure,and each separate tenant space within the BEVELED CHANGES IN LEVEL 305.7.1 and 305,7.2 shall be provided, as applicable. (230 mm) and 27 inches (685 mm) above the 307.3. Fig.307.3 bufWing ors ucture,sh�fl Comply with the accessible route provisions of Post-Mounted Protruding Objects th1t5 ,ter. 305.7.1 Parallel Approach. Where the clear floor floor, the knee clearance shall be permitted to be 307.4 Vertical Clearance. Vertical clearance shall be AS PER BUILDING DEPT. Expo ° 304 Turning Space space is positioned for a parallel approach, the reduced at a rate of 1 inch (25 mm) in depth for 80 inches (2030 mm) minimum. Rails or other barriers ' COMMENTS 6.15-23 alcove shall be 60 inches (1525 mm) minimum in each 6 inches (150 mm)in height. shall be provided where the vertical clearance is less L Entrances to spaces not regvmed to be accessible,as provided For to 304.1 General. A turning space shall comply with Sec- width where the depth exceeds 15 inches (380 306.3.5 Width. Knee clearance shall be 30 inches than 80 inches (2030 mm). The leading edge of such llcn or lice. tion 304. mm). (760 mm) minimum in width. rails or barrier shall be located 27 inches (685 mm) element, the high side reach shall be 48 inches 1 maximum above the floor. (1220 min) maximum and the low side reach shall be ISSUED To: ;!Loading and service entrances that are not the only entrance to a 305.7.2 Forward Approach.Where the clear floor 307 Protrudin 15 inches(380 min) minimum above the floor. building or to a Lenart space. space is positioned for a forward approach, the g Objects EXCEPTION: Door closers and door stops shall be 304.2 Floor Surface. Floor surfaces of a turning space alcove shall be 36 inches 915 min minimum in permitted to be 78 inches (1980 mm) minimum EXCEPTION: Existing elements that are not TOWN OF SOUTHOLD PLANNING 4-1-22 11052 Mul ie accessible er�rances.181ere a builds or facility has shall comply with Section 302.Changes in level are not ( ) 307.1 General. Protruding objects on circulation paths p Y g width where the depth altered shall be permitted at 54 inches (1370 min) enlarnices at normally servo accessbl®parking facilities,transpartatlon permitted within the turnip space. p h exceeds 24 inches (610 shall rmm�ly with Rartinn'3n7 above the floor. fadlitles,passenger-loadtriq zones,taxi sta%6,public streets acid P 9 P min) maximum above the floor. CONTRACTORS FOR MEETING 1 1-11-23 slde"alks,tunnels or elew,.ited walki4cya,or accessible interior vertical EXCEPTION: Slopes not steeper than 1:48 shall be E CDaccess,then at Feast orb of flee entrXmces serving each such Function shall TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 comply with the accessible route provtstorss of this chapter. permitted. (714 304.3 Size. Turning spaces shall comply with Section 304.3.1 or 304.3 2. C..�.�Vter 3. Building Bloch l l 304.3.1 Circular Space. The turning space shall , be a circular space with a 60-inch (1525 mm) min- r- (a) imum diameter.The turning space shall be permit- -- ' x 20 max m sn o 510 ted to include knee and toe clearance complying I I co l E 0o a M x with Section 306. c o I I c~v o \\ E � ;` N ca o 304.3.2 T-Shaped Space.The turning space shall E N I I 9 i E o x L: �' co 301 General be a T-shaped space within a 60-inch (1525 mm) 230 l o (0 minimum square, with arms and base 36 inches I 0 I l l M ' 301.1 Scope. The provisions of Chapter 3 shall apply I I I l (915 mm) minimum in width. Each arm of the T where required by the scoping provisions adopted by I I � X shall be clear of obstructions 12 inches (305 mm) l FIG.307.4 f°a the administrative authority or by Chapters 4 through ---- `" �--------------- E N 11. minimum In each direction, and the base shall be REDUCED VERTICAL CLEARANCE clear of obstructions 24 inches (610 mm) mini- 30 min 10 max 301.2 Overlap. Unless otherwise specified, clear floor mum. The turning space shall be permitted to ' 760 307.5 Required Clear Width. Protruding objects shall 2m 55 spaces,clearances at fixtures,maneuvering clearances include knee and toe clearance complying with (a)Forward not reduce the clear width required for accessible at doors, and turning spaces shall be permitted to over- Section 306 only at the end of either the base or routes. (b) FIG.308.3.1 >20-25 UNOBSTRUCTED SIDE REACH lap• one arm. -ry- 6 max 17-25 >510-635 ' 302 Floor Surfaces r � 150 430-635 308 Reach Ranges FIG.308.2.2 308.3.2 Obstructed High Reach. Where a clear 302.1 General. Floor surfaces shall be stable, firm, and 61525 � IMO I (a) (b) 308.1 General. Reach ranges shall comply with Section OBSTRUCTED HIGH FORWARD REACH floor space complying with Section 305 allows a par- PROJECT: slip resistant, and shall comply with Section 302. o r ( 308. allel approach to an element and the high side reach Changes in level in floor surfaces shall comply with i Elevation Plan FIRST UNIVERSALIST '- �� "b 38.3 Side Reach. is over an obstruction, the height of the obstruction Section 303. FIG.306.2 308.2 Forward Reach. 308.3.1 Unobstructed. Where a clear floor space shall be 34 inches (865 min) maximum above the CHURCH 0 F L-----_ JP floor and the depth of the obstruction shall be 24 ;102.2 Carpet. Carpet or carpet ills shall be securely TOE CLEARANCE complying with Section 305 allows a parallel P 48 min 308.2.1 Unobstructed. Where a forward reach is inches (610 mm) maximum. The high side reach attached and shall have a firm cushion, pad, or backing # unobstructed, the high forward reach shall be 48 approach to an element and the edge of the clear shall be 48 inches (1220 mm) maximum above the SOUTHOLD or no cushion or pad. Carpet or carpet tile shall have a it 1220 floor space is 10 inches(255 mm)maximum from the floor for a reach depth of 10 inches 255 min maxi- level loop,textured loop, level cut pile,or level cut/uncut � (b)Parallel inches (1220 min) maximum and the low forward P ( ) ' reach shall be 15 inches (380 mm) minimum above 51970 MAIN RD, mile texture.The pile shall be inch (13 min) maximum � FIG.305.5 the floor. SOUTHOLD, NY 11971 in height. Exposed edges of carpet shall be fastened to '--- POSITION OF CLEAR FLOOR SPACE 8 min the floor and shall have trim along the entire length of (a) Circular 205 the exposed edge. Carpet edge trim shall comply with ;section 303. :t DRAWING TITLE: Y 1/2 max 60 min - ------------ ICC Al17.1-2009 Y 13 1525 __ d o I I - l m o co o �- -------- -� . I y I ! N `° '# EI Co� m ACCESSIBILITY NOTES ^ EcD Em , Y � � x x I I � M M `° : AND DETAILS sin # I M '\;`, c x FIG.302.2 E N I I � I I p ca O CARPET ON FLOOR SURFACES 24 min o 'n I I m i I 9 min l .,.� E co E N " # I o `- l----- N I I 230 I I ��� ,'n CO 00 ;;102.3 Openings. Openings in floor surfaces shall be of 61 36 min L----------- ---- a size that does not permit the passage of a'/2 inch (13 _L------�- 915 ' --� m 10 max �>10- SCALE: ram) diameter sphere, except as allowed in Sections 36 min (a) Forward Approach 255 255-610 4,07.4.3, 408.4.3, 409.4.3, 410.4, and 805.10. Elan- (a) (b) A S SHOW N gated openings shall be placed so that the long dimen- 12 min 915 12 min 25 max FIG.3os.2.t slam is perpendicular to the predominant direction of 305 305 - -- -- 635 UNOBSTRUCTED FORWARD REACH mum. Where the reach depth exceeds 10 inches travel. uO 0 I I 11 min 255 min , the high side reach shall be 46 inches 309.4 Operation.Operable parts shall be operable with # 303 Changes in Level (b)T-shaped A M I ) I 280 ( ) g one hand and shall not require tight grasping, pinching,^ n 308.2.2 Obstructed High Reach. Where a high for- (1170 min) maximum above the floor for a reach or twisting of the wrist. The force requiredgo activate I 303.1 General. Changes in level in floor surfaces shall FIG.304.3 x x l ) I (a) (b) ward reach is over an obstruction, the clear floor depth of 24 inches(610 mm) maximum. operable parts shall be 5.0 pounds 2 .2 N maximum. 9 I I Elevation Plan p p p ( ) ) DRAWN BY; comply with Section 303. SIZE OF TURNING SPACE space complying with Section 305 shall extend EXCEPTION: At washing machines and clothes Ep p I----------I EXCEPTION: Gaspumpnozzles shall not be 303.2 Vertical. Changes in level of '/4 inch {6.4 min} beneath the element for a distance not less than the dryers, the height of the obstruction shall be per- ) PS maximum in height shall be permitted to be vertical. 60 min FIG.3o6.3 miffed to be 36 inches 915 min m required to provide operable parts that have an acts- C,� required reach depth over the obstruction. The high ( ) aximum above a,�, 1525 KNEE CLEARANCE the floor. vating force of 5.0 pounds(22.2 N)maximum. t�, q' 303.3 Beveled. Changes in level greater than % inch forward reach shall be 48 inches 1220 min maxi- ( ) ) CHECKED BY: (�' .,.,.;: .,�_;;,•, ^� -A (6.4 mm) in height and not more than inch (13 mm) (b) Parallel Approach mum above the floor where the reach depth is 20 inches (510mm) maximum. Where the reach depth 309 Operable Parts ) RMC I I, I maximum in height shall be beveled with a slope not FIG.305.7 exceeds 20 inches (510 min}, the high forward reach s f c ! steeper than 1:2. MANEUVERING CLEARANCE IN AN ALCOVE shall be 44 inches (1120 min) maximum above the 309.1 General. Operable parts required to be accessi- FILE NO, 3�D3.4 Ramps.Changes in level greater than inch(13 floor, and the reach depth shall be 25 inches (635 ble shall comply with Section 309. min) in height shall be ramped and shall comply with mm) maximum. 309.2 Clear Floor Space. A clear floor space comply- ingSection with Section 305 shall be provided. . 309.3 Height.Operable parts shall be placed within one PROJECT N0. G NO. or more of the reach ranges specified in Section 308. 6299 DATE: G-005 A.N.51 . AC-LESS 151 L 1 TY NOTES AND I�)ETA I LS 12/16/2020 50ALE: A5 5HOAN 401 General PROJECT ENGINEER: 401.1 Scope. Accessible routes required by the scop- 32 min 32 min ing provisions adopted by the administrative authority 815 815 TABLE 404.2.3.4-MANEUVERING CLEARANCES FOR DOORWAYS WITHOUT DOORS shall comply with the applicable provisions of Chapter j j A MINIMUM MANEUVERING CLEARANCES n- Approach Direction d pj3,r I n 4 I ``iVv, Perpendicular to Doorway Civi/En inee�in &Construction Mana ement �� r----------I C Co 12 min' i i .£ From front 48 inches(1220 mm) 9 9 9 402 Accessible Routes so° b Sliding Door I 305 1 ( ) g 18 min 1 1 i From side 42 inches(1065 mm) I 455 ��` de Bruin Engineering, P.C. 1 General. Accessible routes shall comply with o Section 402. i i ------ 11 Union Avenue Bethpage New York 11714 Se 402.2 Components. Accessible routes shall consist of , 516.513.1313 -516.579.2574 Fax one or more of the following components: Walking sur- faces with a slope not steeper than 1:20, doors and _______i doorways, ramps, curb ramps excluding the flared (a)Hinged Door I 1 It is a violation of Section 7209 of the sides,elevators,and platform lifts.All components of an *If both closer and latch are provided I 1 ------------ New York State Education Law for any accessible route shall comply with the applicable por- o (a)Front Approach,Pull Side (b)Front Approach,Push Side I I I i person, unless he is acting under the tions of this standard. 32 min I N I I I I direction of a licensed professional 402.3 Revolving Doors, Revolving Gates, and Turn- 815 ( ^ - _____� I 1 1 engineer, to alter any item on this I - drawingin an way. If the drawing is r-------- I o I Stiles. Revolving doors, revolving gates, and turnstiles 1 1 1 1 I E N I I Y Y 9 shall not be part of an accessible route. w altered under the direction of a 36 min , , .__ 0 1 I I I E (.0 professional engineer, the altering 403 Walking Surfaces 915 I I E N 42 min 1 I 1 I engineer shall affix his seal to the (c)Folding Door o 1 I I n I drawing with the notation `altered by 403.1 General. Walking surfaces that are a part of an (d)Doorways without Doors ; 3915n 1 1os5 i 1 1 , I followed by his signature, the date of accessible route shall comply with Section 403. FIG.404.2.2 i _____ _ � I I I I I I 1 alteration, and a specific description 403.2 Floor Surface. Floor surfaces shall comply with CLEAR WIDTH OF DOORWAYS ----- - i I l I of the alteration. Section 302. ------------ ------------ 403.3 Slope. The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of a than 34 inches(865 mm)above the floor. Projections (c)Hinge Approach,Pull Side (d)Hinge Approach,Pull Side walking surface shall not be sleeper than 1:48. into the clear opening width between 34 inches (865 403.4 Changes in Level.Changes in level shall comply mm) and 80 inches (2030 mm) above the floor shall 12 min' with Section 303. not exceed 4 inches(100 mm). 305 ---- -- (a) b EXCEPTIONS: r----------� I 0 I Front Approach Side Approach 403.5 Clear Width. The clear width of an accessible � ; 22 min N I i 2s1on FIG.atra_a.s.a route shall be 36 inches (915 mm)minimum. 1. Door closers and door stops shall be permit- ` 5 1 1 5 00 00 v 1 1 EXCEPTION: The clear width shall be permitted to led to be 78 inches (1980 mm) minimum �; i 1 a 5 I I I I �------------ I be reduced to 32 inches (815 mm) minimum for a length of 24 inches(610 mm) maximum provided the 2. In alterations,ra projection of V. inch (16 1 ------Inn! - I I mm) maximum into the required clear open- I 1 ing width shall be permitted for the latch side I 118 min reducEld width segments are separated by segments '54 min(1370)if closer is provided N 455 that are 48 inches (1220 mm) minimum in length and stop. I I REVISIONS DATE 36 inches (915 mm) minimum in width. 404.2.3 Maneuvering Clearances. Minimum I I maneuvering clearances at doors shall comply I 403.5.1 Clear Width at 180 Degree Turn.Where an 'If both closer and latch are provided I I accessible route makes a 180 degree turn around an "48 min(1220)if both closer and latch provided I I X> 8 object that is less than 48 inches (1220 mm)in width, I I : 205 clear widths shall be 42 inches 1065 mm minimum with Section 404.2.3 and shall include the full clear a Hinge A t ---`-- --- ( ) ( ) g Approach,Push Side (ti]Latch Approach,Pull Side o enin width of the doowwa Required door approaching the turn, 48 inches(1220 mm) minimum p g y g W during the turn and 42 inches 1065 mm minimum maneuvering clearances shall not include knee - leaving the turn ( ). and toe clearance. i i (a) I� 1 Pull Side EXCEPTION: Section 403.5.1 shall not apply 404.2.3.1 Floor Surface. Floor surface within the 1 24 min I o whElre the clear width during the turn is 60 inches maneuvering clearances shall have a slope not I 610 v 404.2.10 Vision Lites. Doors and sidelites adjacent 1525 mm minimum. steeper than 1:48 and shall comply with Section 1 I _______ ( ) __ I -------- to doors containingone or more glazing panels that 302. ---- I ) �� � g g P ^ AS PER BUILDING DEPT. 403.5.2 Passing Space. An accessible route with a I I I i permit viewing through the panels shall have the bot- '.� COMMENTS -15.23 clear vvidth less than 60 inches (1525 mm) shall pro- 404.2.3.2 Swinging Doors. Swinging doors shall I I i I tom of at least one panel on either the door or an vide passing spaces at intervals of 200 feet (61 m) have maneuvering clearances complying with '48 min(1220) I �5 I 12 min I adjacent sidelite 43 inches (1090 mm) maximum C) o maximum. Passing spaces shall be either a 60-inch Table 404.2.3.2. if closer is provided I I 305 ISSUED TO: i N E N above the floor. (1525 mm)minimum by 60-inch (1525 mm)minimum 404.2.3.3 Sliding and Folding Doors. Sliding I I co 0 EXCEPTION: Vision lites with the lowest part space, or an intersection of two walking surfaces that doors and folding doors shall have maneuvering X> g I I X>8 ! ! more than 66 inches (1675 mm) above the floor provide a T-shaped turning space complying with ,le���.,,,e�nmm�hrinn uri+h Tohlc AnA 9 '1 Q (g)Latch Approach,Push Side I I I 205 205 I shall not be required to comply with Section TOWN OF SOUTHOLD PLANNING 4-1-22 Section 304.3.2, provided the base and arms of the ---- I L_ _____-_- 404.2.10. I I , I T-shaped space extend 48 inches (1220 mm) mini- FIG.aoa.2.3.2 - __ mum beyond the Intersection. TABLE 404.2.3.2-MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS 404.3 Automatic Doors. Automatic doors and auto- CONTRACTORS FOR MEETING 1 1-11-23 TYPE OF USE MANEUVERING CLEARANCES AT MANUAL SWINGING DOORS matic gates shall comply with Section 404.3. Full pow- 403.6 Haindrails. Where handrails are required at the ered automatic doors shall comply with ANSI/BHMA TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 side of a corridor they shall comply with Sections 505.4 Approach Direction Door Side Perpendicular to Doorway Parallel to Doorway through 505.9. (beyond latch unless noted) From front Pull 60 inches(1525 mm) 18 inches(455 mm) 404.2.3.4 Doorways without Doors. Doorways A156.10 listed in Section 105.2.4. Power-assist and 404 Doors and Doorways From front Push 48 inches(1220 mm) 0 inches(0 mm-)-"-- without doors that are less than 36 inches (915 low-energy doors shall comply with ANSI/BHMA 404.1 General. Doors and doorways that are part of an From hinge side Pull 60 inches(1525 mm) 36 inches(915 mm) mm) in width shall have maneuvering clearances A156.19 listed in Section 105.2.3.complying with Table 404.2.3.4 EXCEPTION: Doors, doorways, and gates designed accessible route shall comply with Section 404. From hinge side Pull 54 inches(1370 mm) 42 inches(1065 mm) to be operated only b secant personnel shall not 404.2 Manual Doors. Manual doors and doorways,and From hinge side Push 42 inches 1065 mm ' 22 inches 560 mm as tion within Recessed Doors. Where any oside o- (c) P Y Y Y Y g ( ) ( ) tion within 18 inches (455 mm) of the latch side of (b) Push Side, Door Provided be required to comply with Sections 404.3.2,404.3.4, manual gates, including ticket gates, shall comply with From latch side Pull 48 inches(1220 mm) 24 inches(610 mm) a doorway projects more than 8 inches (205 mm) Push Side with Both Closer and Latch and 404.3.5. Section 404.2. From latch side Push 42 inches(1065 mm) 24 inches(610 mm) J beyond the face of the door, measured perpendic- 404.3.1 Clear Width. Doorways shall have a clear EXCEI31TION: Doors, doorways, and gates designed , ular to the face of the door, maneuvering clear- FIG.404.2.3.5 opening width of 32 inches (815 mm) in power-on Add 6 inches(150 mm)if closer and latch provided. to be operated only by security personnel shall not z anC2S for a forward approach Shall be provided. MANEUVERING CLEARANCE AT RECESSED DOORS and power-off mode. The minimum clear opening Add 6 inches(150 mm)it closer provided. be required to comply with Sections 404.2.6,404.2.7, 3Add 12 inches(305 mm)beyond latch if closer and latch provided. 404.2.4 Thresholds. If provided, thresholds at door- width for automatic door systems shall be based on and 404.2.8. 'Beyond hinge side. ways shall be '/2 inch (13 mm) maximum in height. the clear opening width provided with all leafs in the Raised thresholds and changes in level at doorways P - shall comply with Sections 302 and 303. 404.2.8 Door-Opening Force. Fire doors shall have open position. P TABLE 404.2.3.3-MANEUVERING CLEARANCES AT SLIDING AND FOLDING DOORS the minimum opening force allowable by the appro- 24 max 48 min 24 max MINIMUM MANEUVERING CLEARANCES EXCEPTION: An existing or altered threshold priate administrative authority. The force for pushing 610 1220 610 shall be permitted to be /,inch (19 mm)maximum or pulling open doors other than fire doors shall be as Approach Direction Parallel to Doorway in height provided that the threshold has a beveled P g P Perpendicular to Doorway n op or latch side unless note of 1:2 f 1. hinged door. 5. pounds ( 2.2 ) aX- y� (beyond stop d) edge on each side with a maximum slope follows: From front 48 inches 1220 mm 0 inches 0 mm for the height exceeding '/,inch (6.4 mm). Interior0 o s 2 N m - •�� imum $r PROJECT: From nonlatch side 42 inches(1065 mm) 22 inches(560 mm) 404.2.5 Two Doors in Series. Distance between two / c \ From latch side 42 inches 1065 mm 24 inches 610 mm hinged or pivoted doors in series shall be 48 inches 2. Sliding or folding door: 5.0 pounds (22.2 N) � 0. ( ) ( ) (1220 mm) minimum plus the width of any door maximum o C -��, FIRST UNIVERSALIST E V 'Beyond pocket or hinge side. swinging into the space. The space between the These forces do not apply to the force required to CHURCH O F M N Co N cc doors shall provide a turnin s ace complying I In with 60 min M M oz: ) co P 9 P P Y 9 retract latch bolts or disengage other devices that SOUTHOLD ce,.+"," 'nA hold the door in a closed position. �,1525 E cw . r ------I 404.2.9 oor Surface. Door surface within 0 co N r �.,. f ---------- 404.2.E Door Hardware. Handles, pulls; latches, inches (2 55 mm) of the f oor, measured vertically, �� 60 min I I c I 1 I locks, and other operable parts on accessible doors shall be a smooth surface on the push side extending 1525 51970 MAIN RD, FIG.403.5 I I o ---------- I c S Ln I I shall have a shape that is easy to grasp with one '- SOUTHOLD NY 11971 E `" I � �' E co I I the full width of the door. Parts creating horizontal or �.� , CLEAR WIDTH OF AN ACCESSIBLE ROUTE I I m � I I E o N I 24 min I hand and does not require tight grasping, pinching, o� l I 122 min I v v - I 610 or twisting of the wrist to operate. Operable parts of O 3 I I (a) DRAWING TITLE: I such hardware shall be 34 inches (865 mm) mini- vertical joints in such surface shall be within '/16 inch ICC Al 17 7 2009 404.2.1 Double-Leaf Doors and Gates.At least one I I 560 I mum and 48 inches (1220 mm) maximum above the (1.6 mm) of the same plane as the other. Cavities of the active leaves of doorways with two leaves shall floor. Where sliding doors are in the fully open posi- created by added kick plates shall be capped. (b) comply with Sections 404.2.2 and 404.2.3. tion, operating hardware shall be exposed and EXCEPTIONS: A. N .S . 1 . 404.2.2 Clear Width. Doorways shall have a clear (a) Front Approach (b) Pocket or Hinge Approach (c)Stop or Latch Approach usable from both sides. opening width of 32 inches (815 mm) minimum. EXCEPTION: Locks used only for security pur- 1. Sliding doors shall not be required to comply ACCESSIBILITY NOTES Clear opening width of doorways with swinging doors FIG.404.2.3,3 poses and not used for normal operation shall not with Section 4o4.2.s. AND DETAILS P 9 Y 9 9 seeur:uvFessrr-r•r caneurc AT ci snwr_ensn�rn nmsn nnnoe P P be required to comply with Section 404.2.6. 2. Tempered glass doors without stiles and shall be measured between the face of door and 404.2.7 Closing Speed. having a bottom rail or shoe with the top stop,with the door open 90 degrees.Openings more leading edge tapered at no less than 60 ' 404.2.7.1 Door Closers. Door closers shall be degrees from the horizontal shall not be � 60 min than 24 inches (610 mm) in depth at doors and door- g / 1525 SCALE: ways without doors shall provide a clear opening adjusted h that from an open position of 90 required to comply with the 10-inch (255 C o , width of 36 inches (915 mm) minimum. There shall degrees, the time required to move the door to an mm)bottom rail height requirement. F N 1 open position of 12 degrees shall be 5 seconds co be no projections into the clear opening width lower minimum. 3. Doors that do not extend to within 10 inches A S SHOWN (255 mm)of the floor shall not be required to 404.2.7.2 Spring Hinges. Door spring hinges comply with Section 404.2.9. shall be adjusted so that from an open position of -F - 70 degrees, the door shall move to the closed °o N position in 1.5 seconds minimum. ° 3 W N E LO of DRAWN BY: _ (c) IDS Ewe Fig.404.2.5 [ - �'%' �CHECKED BY: �' ? -A TWO DOORS IN A SERIES C�• a- n�. � 0 I RMC Pip m 4J FILE N0. 42 min 42 min 1065 1065 39 5 391 in x<48 FIG.403.5.1 X<48 PROJECT Nr dNG NO. 1 CLEAR WIDTH AT 1800 TURN 1220 6299 (a) (b) 180 Degree Turn 180 Degree Turn (Exception) DATE: G_O 0 6 12/16/2020 50ALE: A5 SHOWN 604.3.1 Clearance width. Clearance around a water closet shall be 60 inches (1525 mm) minimum in width, measured perpendicular from the sidewall. 604.3.2 Clearance Depth. Clearance around the water closet shall be 56 inches (1420 mm) mini- Y mum in depth, measured perpendicular from the rear wall. 604.3.3 Clearance Overlap. The required clear- PROJECT ENGINEER: ance around the water closet shall be permitted to overlap the water closet, associated grab bars, 1�- paper dispensers, sanitary napkin receptacles, d e I'll I n coat hooks, shelves, accessible routes,clear floor space at other fixtures and the turning space. No Civi/Englneei/ng 4 ConStWCtion Management other fixtures or obstructions shall be within the required water closet clearance. 604:7 Dispensers. Toilet paper dispensers shall 604.53 Doors. Toilet compartment doors shall comply with Section 30cf.4 and shall be, '1 inches comply with Section 404, except that if the approach de Bruin Engineering, P.C. 604.4 Height. The height of water closet seats shall be (00 mm) minimum and ct inches (230 mm) maximum 1n front of is to the latch side of the compartment 11 Union Avenue Bethpage New York 11714 17 inches (430 mm) minimum and 19 inches(485 mm) the water closet. The outlet of the dispenser shall be. 15 door, the clearance between the door side of the 516.513.1313 -616.579.2574 Fax maximum above the floor, measured to the top of the inches (5W mm) minimum compartment and any obstruction 5hail be seat. Seats shall not be sprung to return to a lifted posi- and 4b inches (1220 mm) maximum above the floor 42 inches (1065 mm) minimum. The door shall tion. or ground. There shall lae a clearance of 1112 inches be hinged 4 Inches (W mm) maximum from It is a violation of Section 7209 of the EXCEPTION:A water closet in a toilet room for a sin- 0& mrn) minimum below and 12 Inches (305 mm) the adjacent wall or partltion farthest from the New York State Education Law for any gle occupant, accessed only through a private office minlmum above the grab bar. Dispensers shall not water closet. The door shall be self-closing. A person, unless he is acting under the and not for common use or public use, shall not be be of a type that control delivery, or that do not allow door pull complying with Section 404.2.77 Shall direction of a licensed professional required to comply with Section 604.4. continuous paper Flow. be placed on both sides of the door near the engineer, to alter any item on this 604.5 Grab Bars. Grab bars for water closets shall latch. drawing in any way. If the drawing is comply with Section 609 and shall be provided in accor- 604.& Tollat Compartments. Aecesslble toilet altered under the direction of a dance with Sections 604.5.1 and 604.5.2. Grab bars compartments shall comply with Sections 604.&.1 professional engineer, the altering shall be provided on the rear wall and on the side wall through 604,55. Compartments containing more engineer shall affix his seal to the closest to the water closet. than one plumbing Fixture shall comply with 5ectron drawing with the notation "altered by" EXCEPTIONS: 6C3. Water closets in accessible toilet compartments followed by his signature, the date of 1. Grab bars are not required to be installed in a shall comply with Sections 604.1 through 604.7, alteration, and a specific description of the alteration. toilet room for a single occupant, accessed 604&I bbael halr Accessible Gomo e- � artm only through a private office and net for com- 4" tttax mon use or public use, provided reinforcement 6-04.5.1.1 51ze, kheelchalr accessible compartments shall be Other fixtures not allowed 60 inches (1525 mm) wide minimum measured perpendicular within this area to the side mall, and 56 inches (1420 mm) deep minimum for wall hung water closets and 5a inches (1500 mm) deep minimum for Floor mounted water closets, measured perpendtcular to the rear wall. E --- I 604.&.1.2 Doors. Gompartment doors shall not swing into 7v 1 c I the minimum required compartment area. E N I I' I I i I REVISIONS DATE --------- - - Toilet�ttDoors 60 min E o 603 Toilet and Bathing Rooms 1525 x to 603.1 General. Accessible toilet and bathing rooms Fig.6043.1 6048.4 c5rab Bars. Grab bars shall comply with shall comply with Section 603. Size of Glare for Water•Closet 603.2 Clearances. section bOG. 'oelchoir Accessble Ca 603.2.1 Turning Space. A turning space complying 604.&.4.1 i^Il ^perttrents. with Section 304 shall be provided within the room. A side-wall grab bar complying The required turning space shall not be provided with Section bO45.1 shall be provided on within a toilet compartment. the wall closest to the water closet, and a rear-wall grab bar complying with 5ection AS PER BUILDING DEPT. 603.2.2 Door Swing. Doors shall not swing into the 6045.2 shall be provided. COMMENTS 6.15.23 clear floor space or clearance for any fixture. seat height 60" min. 60" min. EXCEPTIONS' 17-19 604.8.4.2 ambulatory Accesslble Compartments. 1. Doors to a toilet or bathing room for a single 430-485 A side--wall grab bar complying ISSUED TO: with 5e+rtion b04.5.1 shall be provided on • occupant, accessed only through a private bath sides of the compartment. office and not for common use or public use (a) Hall-Hung HaterCloset (b)Floor Haunted Hater Closet shall be permitted to swing into the clear 604.&5 Goat {-looks and Shelves. Coat hooks TOWN OF SOUTHOLD PLANNING 4-1-22 floor space, provided the swing of the door Bg•6044 provided wlthln toilet compar-tments shall be 45 can be reversed to comply with Section Hmq't afi Water Closet Inches 0220 mm) maximum above the floor or CONTRACTORS FOR MEETING 1 1-11-23 603.2.2. Fig.604.8.f.t Wheelehalr Access Toilet Compartment ground. Ahere provided,a Fold-clown shelf shall 2. Where the room is for individual use and a 39-41 be 40 inches (1015 mm) minimum and 45 Inches TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 clear floor space complying with Section 990-1040 c 36 min (1220 n n) maximum above the floor or 305.3 is provided within the room beyond 54 min E� 915 12 min partition ground. the arc of the door swing, the door shall not 12 max 1370 I �° 305 be required to comply with Section 603.2.2. 305 24 min 6Q5 IA�lnal 603.3 Mirrors.Where mirrors are located above lavato- 42 min 610 6" min. ries, a mirror shall be located over the accessible lava- 1065 150 605.1 General. Accessible urinals shall comply with tory and shall be mounted with the bottom edge of the �- section 605. reflecting surface 40 inches (1015 mm) maximum b 605.2 Height. Urinals shall be of the stall type or above the floor.Where mirrors are located above coun- Section 609.4 shall be of the wall-hung type with the rim at CD tars that do not contain lavatories, the mirror shall be co rn 1-1 inches (430 mm) maximum above the Floor or mounted with the bottom edge of the reflecting surface ;' °' �, ' M ' o` ground. -4 40 inches(1015 mm) maximum above the floor. M o Cl) ° co 4 " 6" max. EXCEPTION: Other than within Accessible dwellingM 00 U 605.3 Clear Floor or Ground Space. A clear floor or ground space complying with 5ectron 305 positioned or sleeping units, mirrors are not required over the for forriard approach shalt be provided. lavatories or counters if a mirror is located within the �` same toilet or bathing room and mounted with the " ' ' " 605.4 Flush Controls. Flush controls shall be hand bottom edge of the reflecting surface 35 inches (890 Fig 6045.1 Fig.b0452 „ maximum above the floor. Side Ibill Fula Elan Rear WIl Grab Bart Max. operated or automatic. I nd-operated flush controls mm ) far Water Gbset far i Uoget shall comply with Section 30q. 604 Water Closets and Toilet Compartments (a) Elevation (b) Plan 6Qh_r_ atones and 5inlcg PROJECT: 604.1 General. Accessible water closets and toilet com- 42 max � 0 3 s max x F 60�4814 606.1 Genera#. Accessible lavatories and sinks partments shall comply with Section 604. Compart- 1070 E 24 rA, Toilet corrlpkWa Toe Cleo: ava shall comply with Section 606. FIRST UNIVERSALIST ments containing more than one plumbing fixture shall 24 min _ 6062 Clear Floor or 5rolmd Space. A clear floor CHURCH O F comply with Section 603. Wheelchair accessible com- s10 N or ground space complying with Section 305.3, partments shall comply with Section 604.9. Ambulatory c 12 min 604.8.13 Approach. Compartment arrangements shall be positioned For forward approach, shall be provided. SOUTHOLD accessible compartments shall comply with Section E 305 E N permitted for left--hand or right-hand approach to the water Knee and toe clearance complying with 5ectlon 306 604.10. section s09.3 N - r closet. shall be provided. EXCEPTION: Water closets and toilet compartments EXCEPTIONS: 51970 MAIN RD, primarily for children s use shall be permitted to com- 604.b.1.4 Toe Clearance. In wheelchair accessible com artmerlts I. A parallel approach shall be permitted to a p y l the front artitionand at least one side partition shall provide kitchen sink in a space where a cook top or SOUTHOLD, NY 11971 ply with Section 604.11 as applicable. P p a toe clearance complying with section 3062 conventional ran and extending 9e is not provided. 604.2 Location. The water closet shall be located with 6 inches (150 mm) deep beyond the compartment-side Face of 2. The dip of the overflow shall not be considered DRAWING TITLE: a wall or partition to the rear and to one side. The een- (a)Protruding Dispenser Below Grab Bar the partition, exclusive of partition support members. Toe e in determining knee and to clearances. I CC Al 17.1 2009 405 mm terline of the water closet shall be 16 inches (b)Protruding Dispenser Above Grab Bar ( ) clearance at the front of the partition Is not required In a minimum and 18 inches (455 mm) maximum from the compartment greater than 62 inches (155 mm) deep with a 6063 Height and Clearances. The front of lavatories A. N .S. . side wall or partition. Water closets located in ambula- (a)Below�Bar b)Above,Crab M r Roll-hung water closet or 65 inches (1650 mm) deep with a crud sinks shall be 34 Inches 0*5 MM) maximum tory accessible compartments specified in Section floor-mounted water closet. Toe clearance at the side partition above the Floor or ground, measured to the ACCESSIBILITY NOTES 604.10 shall have the centerline of the water closet 17 Fig.6041 is not required in a compartment greater than 66 inches (16-5 mm) hlgher of the fixture rlm or counter surface. AND DETAILS inches (430 mm) minimum and 19 inches (485 mm) VsperfferLoaooi wide. 6064 Faucets. Faucets shall comply with section maximum from the side wall or partition. 604.5.2 Rear Wall Grab Bars.The rear wall grab bar 2 3014. "ond-operated,self-closing Faucets shall remain m) 604.8 Ambulatory Accessible Compartments. shall be 36 inches (915 m minimum in length,and cce� om i open For 10 seconds minimum. compartments accessible cnpartments shall be 60 inches � extend from the centerline of the water closet 12 inches 305 mm minimum on the side closest to the (1525 mm) deep minimum and 36 inches (q15 mm) wide. Compartment SCALE: ( ) 6065 Bowl Depth. Sinks shall be 61/2 inches (165 wallI and 24 inches (610 mm) minimum on the trans- doors shall not swing into the minimum requlred fer side. compartment area. mrrt} deep maximum. t ltiple compartment sinks shall have at least one, compartment complying with A S SHOW N EXCEPTIONS: this requirement. 1. The rear grab bar shall be permitted to be 24 inches(610 mm)minimum in length,cen- TABLE 604.9.3.1-DOOR OPENING LOCATION t tered on the water closet, where wall space Door Opening Location Measured From Dimension does not permit a grab bar 36 inches (915 From the side wall or mm) minimum in length due to the location partition closest to the water closet 56 inches(1420 mm)minimum DRAWN BY: of a recessed fixture adjacent to the water Front Wall or Partition or XG�G D A{C 16-is 17-19 closet. 6 PS 1" y From the side wall or �5 pt. C, aos-ass 430-485 4 inches(100 mm)maximum £ C� o` "�44.f. 0 2. Where an administrative authority requires partition farthest from the water closet 5 <� . (a)Accessible Water (b)Ambulatory flush controls for flush valves to be located t`i CHECKED BY: �' s' FF, F:'1 A Closets Accessible Water Closets From the rear wall 52 inches(1320 mm)minimum ?r. L in a position that conflicts with the location of Side Wall or Partition FIG.604.2 the rear grab bar, that grab bar shall beper- Wall-Hung Water Closet or RMC WATER CLOSET LOCATION miffed to be split or shifted to the open side From the front wall or partition 4 inches(100 mm)maximum ii6 Of the toilet area. From the rear wall 55 inches(1395 mm)minimum i� 6063 FILE N0. /may 1j'g, g Side Wall or Partition or lie of Lav�ohork" and 5k*5 \ R TABLE 603.E Floor-Mounted Water Closet MAXIMUM REACH DEPTH AND HEIGHT From the front wall or partition 4 inches(100 mm)maximum L ' Y :,•� 606.6 Exposed Pl and 5urface5. Hater supply Maximum 0.5 inch 2 inches 5 inches 6 inches 9 inches 11 inches E''r1� l'� Reach Depth (13 mm) (51 mm) (125 mm) (150 mm) (230 mm) (280 mm) and drain pipes under lavatories and sinks shall be PROJECT NO. G NO. insulated or otherrilse configured to protect against Maximum 48 inches 46 inches 42 inches 40 inches 36 inches 34 inches contact. There shall be no sharp or abrasive surfaces 6299 Reach Height (1220 mm) (1170 mm) (1065 mm). (1015 mm) (915 mm) (865 mm) under lavatories and sinks. DATE: G-0 0 7 A.N.51 . A�GOES5131 L. I TY NOTES AND r;)t-TAI 12/16/2020 SOALE: A5 5HOWN lul PROJECT ENGINEER: d e r--d'n _ - - C—,Engineering d Construction Management 32' 36, 1' de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 CL 8, CL 8, CL .I,_10/, 3'-10�" CL 2'_4Y2„ CL 12'-SY4" cL 8'-114" Westbury-New York-11714 516.513.1313 - 516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any A e c D person, unless he is acting under the A-Te' A7 ITOT ATOT direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering m -- engineer shall affix his seal to the _ --- r L-------- �--.-^ ----------------- --------------- drawing with the notation "altered by" I _._ followed by his signature, the date of ----------------- alteration, and a specific description ' m of the alteration. r------- � I I �• I I I I :• I CL 10„I 36'_4" 110„ I ,. I rt— I 1 , W A T04 L— __j I . : A-204 NOTE I I I I I •: I 1 CL ` I CONTRACTOR TO REFER TO STRUCTURAL DRAWINGS FOR CONCRETE FOUNDATION AND 1 r--_--1 r-----7 N I STRUCTURAL FRAMING INFORMATION. I I -;! I I ❑° I o I REVISIONS DATE I I I '• I H I I I 0 I .' , I I : I L----_J _J ------I �---- ~ I I I I . I I I •�' I I , I I I • 1 A T04 1 I 1 A 204 UP 3 A 6-112`EA N � I 2 n"EA I -� I I 01 • T - - '° I N I m -1 L m I I "Ue�R -1/2°EA ----------------------------------LF_ 7721T611 EA I ISSUED TO: 5 a 3'S3�4%I : ' ' I --- '0 I I ---------------- —————- L—_ -J - - —J i TOWN OF SOUTHOLD PLANNING 4-1-22 ---- -----J - --J ,� ____J CL I CONTRACTORS FOR MEETING 1 1-11-23 -Lill r TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 I � .•, I I I = 1 110" -1Y4 10 31'-2" 10" 36'-4" 110" N r I I r ---- ---- I 1 BASEMENT FL ELEV. I CL -I ----- r ---- r-------- �- I I - - r----- -I F I I I F_ 7 F ' A 203 I I 1 1 I I I 1 1 1 A-203 I UNEXCAVATED I -r 0 1 I o� I ? 1 o I 1 4" POURED 'CoI I I I 1 0 1 CL „ CONCRETE SLAB I I J �-----� I-----J L----_J I �----J - r�----7 . L_---- L------J 0 1 v L------- --I ` .' 1 -CL L____________I 2" CONCRETE SCREED COAT I •' PROJECT: r CL i 8" X16" CRAWL -� FIRST UNIVERSALIST SPACE VENT WITH ' CHURCH 0 F s I L---- -� , • ....• •. ---, INSECT SCREEN (TYP) 1 S 0 U T H O L D ------- - 1 __ r----- r----—7 _\ m 1 m ---, m I I ------------------------- - -- _� ---.— ---- -- I I I ------ 51970 UTHO MANY D, I 1---------------------------------- ---- SO D, 971 J � --J f I 1 L--- _J - 4-11' v L_____J L------J 1 -1 I 1 CL s DRAWING TITLE: I � I 1 I cL N N FOUNDATION PLAN E 1 -' I E CL A-203 I A-2e3 1 1 . N s I ~ I m m m SCALE: W L————————————————————1 f———————————————--J N r` SCALE : 3/16"= 1 '-0" L.------------ M A B G D DRAWN BY: _ A 101 A 201 A-202 A 202 PS \�'c��kED aR�y 8-2 8 8' 4-10 I I-3 4-3 11 6-6' (0,-(0" 4-3' 8-3 3-6' 3-6 ! CHECKED BY: M CL 29 CL CL 18_6 CL CL 12-6 �L 3/16 -1 0.1 0 5 10 RMC , , 11 I , " I 1 FILE NO, I 1 PROJECT NORTH PROJECT NO. DRAWING NO. DATE: A- 101 I0UNZ AA- ION FLAN 15/04/2021 SCALE: 5/16" = I '—O" PROJECT ENGINEER: de in- -- ivi/Engineering&Construct/on Management -- de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 31 38' Westbury-New York-11714 516.513,1313 - 516.579.2574 Fax 4'-3" 4'-3" 8'-2" 8' 8' l'-10" 3'-10�" I2-4� -- ----- --3-1��„ 8-11 4" 8'-I 1,V4 It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the A c ° direction of a licensed professional A-2 A el A 202 A 2e2 engineer, to alter any itm on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering 3, engineer shall affix his seal to the 3'x3'x4' PILASTER G O 0 drawing with the notation "altered by" -- WITH LANTERN followed by his signature, the date of alteration, and a specific description .,,, ,;;, ,. s e of the alteration. Ot REP �I ' O o KITCHEN i G 0 H 204 G AP��O ,m O A-204 ' DW j Dw `� D ' B � - A SMALL GATHERING PLACE PANTRY 5 O _ leg 7 119 Fa,� = - REVISIONS DATE IIS MEMORIAL GARDEN 19'-1%" �'� -2�✓ RESTROOM J_ �- tr�-Z� S 2 �"rzr�► CL CL -- Z G1�pt'T�4�1 eA 9a AL \A-204,/ — --- �; FOYER �j Q DOOR 5 A-204 F- G P I R P 4"I O 3iA D B b I " 114 15 A DUCT ENCLOSURE, REFER N AP>k0 125 4� O TTIC STAI 1 f21�'4c� m t0 MECHANICAL DRAWINGS L —, 3_4 Il- r 3-6 ISSUED TO: CLOSET RESTROOM N FI rOOO ` Q 4i „E 21 2e y S -- - ' 1 1' 4° 0 7 ""� pN ACCESSIBLE RESTROOM TOWN OF SOUTHOLD PLANNING 4 1-22 _ s 12, VESTRY _ 124 Y u fill _ 9 113 CONTRACTORS FOR MEETING 1 1-11-23 s D A�>k0" JAN. CL `� Q TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 c A w —s- ��EJ ACCE5515LE RESTROOM ' ;4 _ DAB „ , GALLERY ENT Y VESTIBULE , ' CHANCEL --P--,�; �— BA5Y CHANGING STATION -� P '; 0 40 �A a MEETING ROOM -a 0 = 1,1 _P 9 A-203 DN PON N A 203. - - --- --- ---------------- CL 101 Ie2 Pc>, N D FIRST FL ELEV. v CHANCEL ,A ,e G/ A +0,_0„ B 0Tk FL.ELEV. _ -- ---- - ,� Pb +1,_3„ -- __ 12'-4� (0,_(0, pO __ PROJECT: LOBBY VESTIBULE FIRST UNIVERSALIST aN D CHURCH F SIDE ENTRY E N R E - --- - 22 _ , , � O SOUTHOLD 3 4 A L 8 ' ' � Pam DOUBLE HUNG WINDOW 51970 MAIN RD, Cn Cq Cn s 1 SOUTHOLD, NY 11971 le, tea 0 COVERED DRAWING TITLE: DUCT ENCLOSURE D s ENTRANCE A 0 CHAIR STORAGE P� GL ADMIN OFFICE 1 1 HA R MINISTERS OFFICE FIRST FLOOR PLAN 5A O �Q b N A 203 `i4 O i4 A 203 '� CL 18' DEEP - ' (5)3/4" PLASTIC SUPPLY CLOSET - I - LAMINATE SHELVES i- 15'-I�„ �' I'_6" 1 10,_3„ A P>x0� - SCALE: W - 12 F N 0 SCALE : 3/16"= V-0" i+l irl '� N O - DRAWN BY: _ A a c ° r RED AR A-201 A 201 A 202 A-202 PS a CHECKED BY: 4'-3" 6'-6" S'-S" 4,_3„ 8,_3„ RMC � t 29' 15'-6" 13' 12'--C' 5' 0 5 10 FILE N 0. PROJECT NO. DRAWING NO. PROJECT - NORTH A- 102 DATE: F I ST FLOO FLAN 15/04/2021 SCALE: 5/16 _ I '_C" PROJECT ENGINEER: 8-6 32' 35, 12,-5" de���rdin___ - Civi/Engineering&Consfrucfion Management 19 19 de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 A B G D 516.513.1313 - 516.579.2574 Fax A-201 A 201 A 202 A-202 It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the -------------- ----------------- ------------- drawing with the notation "altered by" 37 ---- --- " followed by his signature, the date of '„ ;, O alteration, specific description ZN of the alteration.I K 3T1� I I I I H I I I A-204 H A-204 I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I REVISIONS DATE I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I L_ I G I 204 ;MECHANICAL ROOM G A-104 I HR F24 ' � FTFM D_0_.C_0� = I v I I I + II I I 22'-gY2" STAIR N ISSUED TO: I '26 TOWN OF SOUTHOLD PLANNING 4-1-22 `� r- - - r- r J / -- - -- - -- - ------ — _-- i ------ \ �, 1 HR —/ �— 5 LABEL CONTRACTORS FOR MEETING 1 1-11-23 ` DOOR = TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 I I I I I I I I I r 1 , IL I I I `, I 8_ I L-------J L-- ---- 39,_2„ L-------J L--------' `I I - I I - I I I I I ----------- MEETING ROOM UNFINISHED ATTIC I A-203 A-203 O `* a0 -- ---1 ------- i -------------- ----------------------------� i \ i I I� ^ I I I I I i I In 7 r--__-__., mo PROJECT: FIRST UNIVERSALIST I I I I I I I I I ' CHURCH OF SOUTHOLD IL------- L-------J i I _ � I 51970 MAIN RD, � I m SOUTHOLD, NY 11971 I I I DRAWING TITLE: -------------------- I I 3ro-92„ ATTIC FLOOR PLAN N E A-203 A-203 ---------------------- I I I I I I I C _ � K 'I SCALE: W --------------------- - ---- ------- - ---------------------- SCALE : 3/16"= 1 ' -0 ------------ ILI---------------------------------------\� Q DRAWN BY: �4 A-201 A-201 A-202 A-202 PS �,��eD AgC,y W 11-9 19-3° PROJECT CHECKED BY: .a NORTH RMc 41 11-6" 4'-II" 5' 0 5 10 FILE N0. 90-11 3/16"=1'-0" _ PROJECT NO. DRAWING NO. DATE: A-10 3 A T T I � FLOOR FLAN 15/04/2021 SCALE: 5/16" = 1 '—O'I PROJECT ENGINEER: 96,-6" de�a� i n 8,-6„ 32 38 18' Civi/Engmeeling&Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 a el c o 516.513.1313 - 516.579.2574 Fax A-201 A-201 A-202 A-201 It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the , - - - ' ' I . • r win the otation Itered by' __ _ __ t - - -- -- _4 <-�- - --=-==-� -< - 1 --_ , , J - -- = - F--r - -- followed by his s gnature, the date of -' I I }_ 'I i IQ alteration, and a specific description i I I I of the alteration. ' I I I � , , t I ; I i I -' -{,-r f Ir - Ir �, I- I 1 } _ - - , < , I , , I 1 A204 `1 i I !' H A-204 r ' E I ; ' I - r l ! F r I I I 4- I "I 3 I I I , OPITGH I 1 : E L ! - - REVISIONS DATE I I ;: r ` JI , I , i , I I I 't O I . I r i - ) 11I -I 6, I ' I , I r. 1 I , f _ - 1- - , - I t , I . G , , A 204 { - � - ' 1' ` � j I - - - - e� r A-204 -, . S- , i _ I - , , r I _ I- , ' } 1 I � ' �'I 'I r I 1 r PITCH I i I - - -, - I J ;I' ; ISSUED T0. , ` [ . -__._._-__ ____ ________ __ _ _ _ ___ _ _ _ __ __ _ _ _ _ _I_ r , , , r I � , I' . - I I- -- -- I , I _-__ _ 1 I -�t�, ,._ __r _ _ a _. ._. _ _ __ _ _ __- �_ _ _ _ ____ ___ _ __ _ _ ___-, 1) I - . : 1 . .I, E. E _ E TOWN OF SOUTHOLD PLANNING 4-1-22 (A - - - _ _L _ i I - 9 0 .0 0 0 , S . . , - r , - f'ITGH PITCH r CONTRACTORS F R ME - I _ 1 1 I 0 ETING 1 1 11 23 r^ I i 'I .I f rl I - I. 1 Al , i1, ,1, 1 I li r-, TOWN OF SOUTHOLD BD F RAP - � � rz - 0 PROVAL 4-19 23 I` I I I u u � i u i t I ;'� _ N U t I 1 f 1, - - i a I 4! `i 'r r I lI 1 S 1 J I I Ili I i i I 1. - - l - - _ "I r - J' - - IA 1 _ `I -j .I - - - _- _ 1 -_ 1 I l I 1 d - I , I I 1 � 1 r 1 � � I , I' - I I - i I � I I I 1 I , . 1 I� I I I '1^ I I .I I , M O l .l } 1 1- / 1 I. I-'- - - - 1 1` 1 1 - J I . , F u - -. - - I- r 'I F I 1 I A 203 - 1.1 - A-203 m ) ITCH - ITGH �; �' I r I- I' 1 L � I , i I\. , 1 I i t , i N L 'r i_ I - , I, , I I �- -< , _ ,� , l 0 -V - ' . 1 I I , `I I J i I H 1 I- M 11. I' .I! F CO `i -. i_ I' F f 1 �I r,1 -1 - S _ _ _ I I - I '�' - - _ - f I` , I '1 I - � , �l I I I _ il� I 5 I l l { t , 1 `1 1 1 I. IA 'I J 1 I u I Vi. . i` . I I i +_ , , i- - PROJECT: _ i I' _ I ' - I 'I- - - 'i t' +, 1- } it .I' 1 I- ' - j - - - - - - I S r r i I` i' 'I I. `'7 1 'I� `i , 1 I k 1 U U , i U U, r , I r 1 1 .I'. I U I I , R FI ST UNIVE R AL - � I �I S I T I I� `;- S o. a- ;I; a' ; , I t r F `1 I CHUR H I� ) C OF .;: II i -r - - - - - - -1- -- -l- ,II �� I SOUTHOLD . `t' ; I E E E r , ,_ ,; `i O' 0 0 0 I - i 1. i i - - 1 i 51970 MAIN RD I I , - - _ I SOUTHOLD N -. - Y 11971 T I � , r, ,1 ._ -) 1 - J , I I I I . I I , I �'ITGH ` PI;tCH ) DRAWING TITLE: - j i �. . I . , - i , I I -- J } PITGH f ROOF P L A N cv E r, O \ -t-' I r I ' E (q - A 203 I I A 203) - - _ + •-- - Y _ r �- .- - _ _- - .-, tI_ - - , } 1 _ S 'I � 1 - I- r . I I . . I- . , I { I r� r s- . _ r f I . 1 , CALE •-- - . . i w I I ) I S - - - F - `+- N PIrG FITGI� N A SCALE . 3/16"= 1 '-0" � � i -u- - I+- r -1 �► i DRAWN BY: A eel A�201 A-ie2 A 2e2 PS f.� ED A.4? f I 0. PROJECT CHECKED BY: ¢ o ��0 8,-6„ 29 15,-6" 13, 12,-6„ '1,-6„ I e,-(O" N 0 RTH RMC �'7 96,-fo" 5� 0 5 10 FILE NO. � � — : 3/16"=1'-0" - PROJECT NO. DRAWING NO. DATE: A- 104 O O F J—A N 15/04/2021 PROJECT ENGINEER: 9(0'-(0" dej3pt?in Engineering B Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York•11714 516.513.1313 -516.579.2574 Fax A 6 G D A-Z01 A Z01 A 202 A-2e2 It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation "altered by" - — t 0 owe y his signature, he date of ' alteration, and a specific description 4a"AFF 4s°AFF of the alteration. • GFI �\ ? GFL--------------- -_____'' ------------- ---- j \ \ 1 KITCHEN / ", 1 I ( I - /! ---------------- 1 4---- �1 H \ , H A-204 GFI 48°AFF A-204 GRADE -- 1 PANTRI' SMALL GATHERING PLACE J 1 ` - n �*�� ' \ 1 Is (� REVISIONS DATE II 1 db MEMORIAL GARDEN ; U --- r � r m , \ c� FOYER f/TO ATTIC v ISSUED T0: CLOSET RESTROOM (I[)CsFi , ATTIC STAIR \\ � _ CCES5I5LE RESTROOM db II , ` TOWN OF SOUTHOLD PLANNING 4-1-22 s ; _ t '---------- n_--; 1 1 - - ,— CONTRACTORS FOR MEETING 1 1 11 23 ;`JAN CL ,:#` -- , .. TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 12 f �}48"AFF,G°i LAW _ u \ \ ` - • �\ - , \ , +_� ,K,1, yr^ 7a- v v,v,4,,.~r^^tiv, 4 � FF V / 1 48 AFFI CCE55I5LE RESTROOM GALLERY MEETING ROOM CHANCEL 0 e , Ol1JER AND LIGHTING LEGEND A 3 I'X4'LED TROFFER ON im = is �yy' PENDANT \ � ----- _ 1 , / ��_.--_"-_!K _ _1' � II Ali ! \-% II ' ENTRY VESTIBULE \ i I --- - - ` Jl R. — WALL LIGHT LOBBY VESTIBULE RECESSED CEILING LIGHT PROJECT: • \\ III `\ D r'1 - . :' -1 11 \`\ L `\\ '' / E \ NTRAN E SOCKET,110V STANDARD COVERED - 3' FIR UNIVERSALIST ** E c m T qP SOCKET,110V STANDARD CHURCH OF SOUTHOLD \ I SOCKET,110V GROUND FAULT CIRCUIT qP WATERPROOF OUTLET 51970 MAIN RD -� SIDE ENTRY 7 �--- �' �, ..� _ 22 I � _ 1. _ SOUTHOLD, NY 11971 II rl II __\ WI I II �� QUAD OUTLET ��II /,/ / � ; / � '/ DRAWING TITLE: 1 I SWITCH,SINGLE POLE ' -- -; ,' CL ; , , � - Sa FIRST FLOOR SUflTCH,3-WAY REFLECTED CEILING CHAIR STORAGE 1 1 t� A 103 O �' \\\ 1\\\ ; r A 103 E AND POWER AND bA ADMIN OFFICE m 120 SFM FAN LIGHTING PLAN i O 11\ TELEPHONE I DATA OUTLET y --_ EM COMBINATION LED EMERGENCY SCALE: W t, -- _ --— _ \\, � LIGHT WITH]BATTERY BACK UP F N MINISTERS OFFICE Q SCALE : 3/16"= 1 '-0" t� a A B c D DRAWN BY: A-Z01 A-201 A-202 A-202 PS \���R D aR�y PROJECT 2g ,>;-�° ,3 11- „ -_�„ 10,_�„ NORTH CHECKED BY: AR RMC 96_� 5' 0 5 10 3/16"=1'-0" FILE NO. r- PROJECT NO. DRAWING NO. DATE: A- 10 5 FIRST FLOOR REFL-EGTED GE I L I NC-; AND FOJNER AND L- I OHTI NC5 i=L-AN 15/04/2021 SCALE: 5/1 " = 1 '-0" PROJECT ENGINEER: deBi- i n 32' 38, 1$' CiviiEngineeiing d Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 -516.579.2574 Fax A-201 A-201 A-202 A-202 It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering ------------------------------------------------------------ ------ - engineer shall affix his seal to the drawing with the notation "altered by" - - — - - followed by his signature, the date of alteration, and a specific description -- of the alteration. I I I I I I I I I I H 2 04 I I I I I I I I I I I I I I I I I I I I I REVISIONS DATE ------- ------ I I I I I I I I I I i -- --- MECHANICAL ROOM A-204 24 .� I I I I I --\ _ —------ --- ISSUED TO: cl .61 ---- - _ -- - -- -- ------- TOWN OF SOUTHOLD PLANNING 4-1-22 ----------------------------- - -- -_ - - =-- CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 I UNFINISHED ATTIC � I i MEETING ROOM ------------ --- - _-- — - -- --- F A-203 ii --- ---- - \A-263 I _ I I - I - - --- -- -- - PROJECT: /V/,jz�_ - -- -- - - ---- -- -- __ _ __-_ FIRST UNIVERSALIST • , I I - I - I I F M SOUTHOLD ---------------------- --------- I 51970 MAIN RD, SOUTHOLD, NY 11971 - --: ---------- --- - -- - —— DRAWING TITLE: I I ----_� — — ATTIC REFLECTED N A-03 CEILING PLAN ---------- --------- - ------ i I I I I I I I I I I I I ------ - --- --- - -- SCALE: F L-----------------------------------------------�- r �., -- -- --- -- -- -- - Y1------------------------------------j M SCALE : 3/16"= 1 '-0" I I L-----------------------------------_.-- W M A 6 C D A-gel A201 A102 A201 DRAWN BY: PROJECT PS C1�� A%11 1 NORTH C2 8-6 29 15-6 13 12-6 i-fo -34 CHECKED BY: g ' 92'-3)/4" 5' 0 5 10 RMC 3/16"=1'-0" FILE NO. r �� PROJECT NO. DRAWING NO. DATE: A- 10 6 FIRST F1a00 EFLEC_,,TE� CE I L I NC-7 FLAN 15/04/2021 SCALE: 5/1&" _ I '-C" PROJECT ENGINEER: d e ,in ^ , -� - Ci,,Eging&Construction Management } ' .-.I"J.. JA I� 1- de Bruin Engineering, P.C. ,J_,),A r"J,'Y_ I � 'r' _j__"' 1400 Old Country Road-Suite 106 - Westbury•New York•11714 516.513.1313 •516.579.2574 Fax It is a violation of Section 7209 of the CONT.VENTED New York State Education Law for any person, unless he is acting TOP OF PLATE / al -- - -- RIDGE — — e � -- ..--- --. - --- - .; h '- �. - �z- -- engineer, tfo alte a licensed item on under h sth _ R �,_TOP OF PLATE direction +29r-3"-7_ 1 , I , - I I , /.. I I I \/ +19-3' g , Y - . - ,' - drawin in an way. If the drawin is LI - I I I 9 Y Y 9 I' 1 ,I _ I' % \ altered under the direction of a , -I. // I / _i I , r f s Tonal engineer, the altering oe s e e e n , P 9 9 e I I . 1 r ,�I r - .+; ' �12 2 , I , 11' . i�r ��, . , ,:��° � � engineer I affix his I , , � en nee shall aff s sea to the `J A 1 , i2 r{ _� J4 r 12 ; /. - drawing with the notation altered b " \ 9 Y I hI \ 'I I �: , b his signature, the t f I 1' / followed atu da e o ! %y IY 9 , J1� 'i^ I I i �l "T 1 , 1�` ,�T . J . .' I /1 alteration and a specific description i 12 - � 12 sr /' / i \' I of the alteration. ' I �1 r f - 4 4 I / \fr "I I I A` I r , I \� I , J t I, ' -1 1` � A I � I 1 r-, , I 1 A � .` , �- ,- F ;-— +' r J �i' � III I k ,1. \� - J II' I I i� , Ji \. -J , / ��' I \ - I I - -- I II I � l,-I f I / 1 [ ` \� I' i', - i /iI C Z - 1 III, ) I A r - ' ✓ %' , J M -: 1 i I ! +.l- I TOP OF PLATE 1 J r-�� ���_ I 50 TOP OF PLATE------- -- -Y [. [ I _ - r r r \ �l \'' 4 l / 1' 2 8 11 8 I �. / ENTRY VESTIBULE ', I � ' ! :- -; , REVISIONS DATE I r �XX X� I t _J _ "! - i -,-,.. -- -- - - _ -_- - - -—�. - - - - - __------_ _ r .-- - -- -- -- -- - - ________ -�_!-_-._.___ -._ - --- - - - - - - -- - f , ._.-.. -.__ . __ _..-.- _ ._ .. =--. --�-.99-----_..___--- �_ ... - _ - I ', I I I I ' ,T! RESTROOM 'll.i � 1111' a - - -- 11 :7 1, i I 'i r , - - - ,-- - ---,7- - -, T _, ze _ � j - d JI]I r I-I I , I I : - I , . 1. . r l � 1 IT 1 . 1 I 1 1 -1 I -_a m a_--- _�_--_w.w._.._ ., I _ -, _i, I - L r I I I I o� I I a I � 11I1 _ I y I _ A +I , I IL - , 1 _ T 11�1 7—:� [:::� -- - - -- --- -- -7 _ SIDE ENTRY - I EE �r i I I i I I I I I M �` _J 1=1 zz I ❑ - - _TOP of SUBFLooR I l � I , I I 1 , 1 TOP OF SUBFLOOR7 _L1 ------- -- 1----- = -- 1 — ---- -� 0-0 I'- '1 I„ j' I - ,i i, i ISSUED TO: I r - - - I ! - - G AWL R I II - I - - I I 1 I , C _SP _A E I I I CRAWL SPACE ELEVATION F TH�L� PLANNING 4 22 W SPACE ELEVATION _-- TOWN 0 SOU ING 1 CRAWL S E E � , ice, ' 1 v I I I - I I I I I I ! � ' I I I I I I \J I I I " 1 ii - - - - 11 s 1- I I I I b 0 6 0 i , � I I J 1 - L L r CONTRACTORS FOR MEETING 1 1-11-23 I � I I I I I I II " I I � , 1, I _ BOTTOM OF FOOTING OTT OF FOOTI G _ _ _ _ _�'B OM N _ -- -- _ ---- i' _ __- � _ _ i1'I' L_----------'1'-- :J_-�.-"•-----_-.1_-,_ _...-L'---- +� 1.1 ___+__ .-.. --- ---_ _ - ---, -ti 4- r-+' tr +. -1 - -r'.-T - - - -1'- �I I /� -I I__ _�i _- -III - -''- LL -,Ir _ --_ I - ": - - - - - -T-2" I I _ 1 _ - I� I R. 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I i� J.; , 1, 1 ;:i ,,J I-{A_ }J. ,_ , A- ^ J - ,[,,. kI`r:I I,, J '[" I''I,1' I,.^ ROOF ASSEMBLY AT MEETING ROOM: I _ A T, I'I ^ '-, Z - I"'.1_,IrI '1 z _ 4.J^I:, _)J '. i J 'J ' `i I JA r ^1a-l_: i,,,� I^ I..I,. A L , a,J ' Ii:I� _�J,Ai _)_ ,z _., I i J.., 1,,ar ,I I_ "C J'C. A �r - 4 12' I , ,,1" J"' J" ,I I k _ J''^"z , t . CAMELOT II ROOFING SHINGLE AS MFRD. BY GAF A I 1 -50 Jar' I ^J _ 12 ,, r),r^ rJ^i i I a �. J'l- I , , I " J JJ II ., s 1_ I,II J7 J 1, ,I) ", I J , I I_ J. .) ) 1 1 `` J` `I "'° I J' `, � PROJECT: ,IYI A,A.rI '- ,�J�,'J �," J A, I .;. I 1,. )�. l) _I" ,ti- J, ,� -.).A l\)-I, J, ,,-. ^,AAA A`A lJy- --)�,,, T� T 'I I, _J...-�-E_ a i_ .{. .—-:�-t--F--f-._ - `.. a -," •),I 1 -'1 JAi l r Z J J.'�d l A J -titiv ��x`,;�,; �4 "z,. l.. J .,: I l I,. i.a;: [` COLOR ROYAL SLATE I' [ ,J I`J I" J _J .J L,�,'.J_ J I' ,II. I J' `I'i I J.I b> 2, :J ..) J , _.`.l. .i , .I L, _".1. C. _ _ „ . # I I J J ^ ; . 15 ROOFING FELT ICE SHIELD 3 0 WIDE AT ALL r _ 'I' . J. 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REFER TO - A{ A [ J : - TJ TI I ,i SOUTHOLD IIrI{i ` Ii A 1 1 - -- ,", J,, I: L �'' ,I; STRUCTURAL DRAWINGS FOR ADDITIONAL �� M 1 � 1 , 11 ^J1TI'I^I aJIJx�,, i;IJ1)JI _U i , 1 J,- a",IA , I I I�.- J ' J J l '-,I I "Ti J A l l I, J J _ !., I_ { INFORMATION I,I I - 3 CLOSED CELL SPRAY ON INSULATION R-21 ,,J_I I IAi' 11Il.1J1J. ' I I ,J�� J,.f_ ) , J ) I,i . !.IJ,�`t ' J1, L _ _ J ,I_aJJi, :hI,1^IA " ED -- --�. 51970 MAIN RD J:I;J I:^,7" 1 1?J1[ ^` , J ., J ) 1' JA_,,J , '`, �`= 'l , I T,, I I - 8" COMPRESSED FIBERGLASS GATT INSULATION IJ, 1. UA- I I t A, J.k A,_ T, /,i , A. ) r,C I ) ,[ , AI-.� '- ,a.J11A [ �' r m J. I J ) J ".��L r 'r , r i `. �. i J J )` r% b I. ^_1 J ,i , I 1 (^�1 IJ. - 5�8' TYPE X GYPSUM BOARD 'T-. r i �. , r SOUTHOLD NY 11971 I „ J ^C J.. i l 1 [" C I I I I J l_I l i_,`I'I I J c�v .i`1`l J I.�) J', )� I 'J [ . ''l J 'J1 J J- ,I,f ,. { J;i 1 ,I , , , . TOP OF PLATE I s J T�1L `l-i I_[l:;r J_.I i:�n[1 -,, i` . `'I i `, T.�A,Ii I:, _ ._rZ J 11 ZA,,�I rJr 7 t J T I \I.1^,J1.IiilJ .AI JT{]}III -JJ -' l I .` ---- -- +12'-8"-�' 1 AI. ^IJ I l 1' I)= I. J, i J,'. C: I, ^J ^-� I = �7 I it I l l ).i-.1T 1 .,J1 J1 �I +IOPB PLATE J; J:J Ja .�I l.I ,, . I J,. J ,), i;, DRAWING TITLE: tiI. J,- > J J , ,-1 -,C ,J , A ,> L' i a 1 I J`, [: I. I'A I CS i I I I: J 1 :! i. A - '1 LII .,.J A°. I: I ^ 'I_' I I J J -J J h J I JJ J I I,: I J '1 , III , I :J -1 I Aa I�7_ I;CJ - i ' ) ..[ I r"rI, I ';J=C.;:_� �' rIr ^r`�rI , J ,I� I 1, 1J1r [ , L � [ I 1-1 iI I` J J ,I ' , 1 ,,",i I, f[:1, J_I^ Ia , l I, r 'J 1 J.1_:1 1, JJ1'I' I J��� e ,a WALL ASSEM LY AT MEETING ROOM r �� , III I \ IJ, IJ.�IJ I, I r Ill I JIA I J l i- I, I I , ', 1' I ,,x �I ,_,_,r, B I J J, [J J_ ^ `r `r I' i JII. I-- rl 1 i I J ) �i rl. I'J.. I, T I , �-- --�-L J I., 1 . I I , SECTION A-A; „ ,,'11. T,`^ [ ! , ,,I^ J,. ?) ? J; I- J -r1 .) ' . .'.I, 1 I 1 .,a ' J i , z I l i.. . 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[\: 3/4" PLYWOOD SUB-FLOOR - 8 COMPRESSED FIBER GLASS GATT INSULATION I I I I J I1, I W SCALE:- - MEETINCs ROOM TA 11 718 11 OG (REFER TO STRUCTURAL DRAWINGS) S W - 5/8" TYPE X GYPSUM BOARD -- 1 , l , , / 0 t ! 1 ! 1 - 10.'15" R 30 FB INSULATION 5/8" TYPE X GYPSUM BOARD a_ n CI❑ ❑I L ❑ = 1 SCALE . 3/16 = 1 -0 70P OF SUBFLOOR ELEVATION El El 1:1 DL_J � p E M T SUBFLDOR ELEVATION e-0 Y �Za'�Xx �b� ., I f --- ' II I - I - I - I - - I I I 1 1 , I I „ I 1 , - - I DRAWN BY_I� I I I I � R N �'. III - I G L I �I RA 1 II I I ,I I , I a I I D I I I I E I I I I � f- R R I I o C I I'� � � � I I I I I ��I' ti I I I ,'1 P I I S I � I P G S A E P G V I CRAWLS A E ELE AT ON I I I I I I I AWL SPACE ELEVATION I I I _—. _ _--_.. _ CRAWL E ELE [� - — ii O F I ,I I q �j I , 6 0 a, I C► I w b 0 I I I I I I �,rl I I I -""�1 I I I 1 - I I r , I i I I I I I' I I I CHECKED BY. �TTIM IF FOOTING B N �I BOTTOM OF FOOTING _ _ - ----�_-_-- -.._-_ _ _ __ .-.� _ .. w� _�.,--_ _ — I II .: I I - - - - I I I �r I-- . - I --� I I -�'-2' -� �_�_� 2 I h I I - RMC 5 I, I D I 2' CONCRETE INSTALL AMPROOF NG AT t W C I FOUNDATION A P OT T WITH SCREED GOAT WALL PROTECT REE ®�� i 9 FILE N0. _—�.- 2 R-10 POLYSTYRENE INSULATION G .� rO2 - '1�2 J40, 3/1(0"=I,-e Ij PROJECT NO. DRAWING NO. 5' 0 5 10 - 3116"__I'_0" �®�® .e geul�+, DATE: A-2 01 SEC,T I ON A-A. 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J`' ^ J J ! n-1 nIII TX"1711=,_ „ a J z� a J T'[ z,'z_ - 15# ROOFING FELT - ICE SHIELD 3-0 WIDE AT ALL New York State Education Law for an A_ I_YI,I,J_i ,aI ,I_,zZ,,_J,.,.['�".TT", ,l. _ ,z^ l,.�JZ>;; ,,� I �sr , L,.1:,I � I I I I J [,[ J i .[_ a- Y j nil ^, ^ VALLEYS AND 3"-0 EXTENDED UP FROM EAVE person, unless he is acting under the 1/2" PLYWOOD SHEATHINGdirection of a licensed professional j - 2" X 12 ROOF RAFTERS 10" OC. REFER TO — engineer, to alter any item on this l ! drawing in an way. If the drawing is STRUCTURAL DRAWINGS FOR ADDITIONAL 9 Y Y 9 j altered under the direction of a INFORMATION I I I I I I _ professional engineer, the altering p 3 CLOSED CELL SPRAY ON INSULATION R-21 g g I - I I eng ineer eer shall affix his seal to the ( 9 - 8 COMPRESSED FIBERGLASS GATT INSULATION cn u n 1 l drawing with the notation to alter I ed b _ 9 Y 5/8 TYPE X GYPSUM BOARD o, I I ! 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U FI 15H D ATTIC N N E _ -d I Y3 I , - II 1 I I II _ -- T,J TOP of PLATE � '. � ) X TOP aF PLATE s EXIT RESTRM. — —- FIRST FLOOR ASSEMBLY 1" WIDE TfG VINYL FLOORING (REFER TO FINISH � SCHEDULE S HE UL F INDIVIDUAL E OR N UAL ROOM FLOOR FINISHES) VESTRY CHANCEL L\ OBBY CHAIR STORAG - 3/4" PLYWOOD SUB-FLOOR I I „ 0 a - TJI 11 116 12 OC (REFER TO STRUCTURAL DRAWINGS) i 10.15" R 30 FB INSULATION 518" TYPE X GYPSUM BOARD EDE � -- - TOP OF SUBFLOOR ELEVATION I —I ! _ - -- = ❑ TOP _OF SUBFLOOR ELEVATION e-e .Vkkx —-- :T e=e REVISIONS DATE II 'cn I I KITCH N E N - CRAWL I I I I I6 I I I SPACE CRAWL SPACE tl0 � I � A A E ELEVA N E __- I CRAWL SPACE ELEVATION _ I I � - I I I f , , BOTTOM OF FOOTING - - - I -- - - J— --=+1- __ --'--' ----=--------------- --- - --- - _ � _ OTTOM OF FOOTING -I-2' r k j B TING _ - - iI INSTALLD M I � A PROOFING AT I FOUNDATION W A ON ALL PROTECT WITH i' , E -1 2 R 0 POLYSTYRENE I I � RE INSULATION I E " CONCRETE 2 ON BETE GOAT CO NTRAG OR TO VERIFY GI T ER Y VIRGIN SOIL BELOW NEW FOOTINGS ISSUED TO: 01SECTIONG--G TOWN OF SOUTHOLD PLANNING 4-1-22 A-202 CONTRACTORS FOR MEETING 1 1-11-23 3/1(0�1=1�-01� TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 TOP OF PLATE TOP OF PLATE ^., - ' '1 J 1,._.-1• I. .1. A, .1 _ .J _ . i --- 19-3 _->,--- lr7'.I7 • - ,� � ��� �-J_�_�- ,� � �~! C..;1.J, , titi, 1 Ira li A I_a' ti ' J J n , I -a11J "- - J J.J;J [ T`''1 AI I' TJT7"I"� I J",'Ia^l �; _.Ii"I II ] '!I. Y I n" r? "] J I I In n'"[l I 1T I - I I I I I I I ! ! I i I I I j II I I I' it I I, PR OJECT: III FIRST UNIVERSALIST UNFINISHED ATTIC CHURCH O F IIy I SOUTHOLD 13 I I! TOP OF PLATE� 'm ,17171, ' xb ' d5x , TOP OF PLATE 51970 MAIN RD, +gTg' ,/ EXIT +8=8" SOUTHOLD, NY 11971 DRAWING TITLE: MINISTERS F I 'N LOBBY N STERS O F C 'J. I SMALL GATHERING PLACE I I_ SECTION C—C; I - ,� T, � cq SECTION D—D TOP OF SUBFLOOR ELEVATION EEI — - TOP OF SUBFLOOR ELEVATION - _ -_ cn SCALE: » G LL Y - CRAWL _ __ A ER _ R CRAWL F _ -- -- - CRAWL SPACE ELEVATION ' SPACE li' GR L PA E ELE AT SPACE I'i CRAWL SPACE ELEVATION -- - '� SCALE: 3/16 1 0 b 0 I I I BOTTOM OF FOOTING -1' �` - _ -- _ _ -- _-I' t_ - _ _ _ _ _y _BOTTOM OF FOOTING - < T 1„ INSTALL DAMP ROOFING R NG AT 2 CONCRETESCREED R COAT EE D FOUN ATI WA LL ALL PROTECT DRAWN BY WITH 2 R-10 POLYSTYRENE INSULATION PS RED A iy CHECKED BY: RMC rO2 SECTION0-0 FILE N0. � --------------- ------------- 3/11O11=11-e41 5' _ 0 5 10 PROJECT NO. DRAWING NO. DATE: A-202 SEC fill N C�—C,; SE(fi10N L�6L� 15/04/2021 5G,4L_�: �/Il II _ II_OII PROJECT ENGINEER: TOP OF PLATE d V Bfd'n - - _ - PLATEClvi/Enq/nee g Construction Ma ment +29'g" ^ TOP OF Wage A. {t ,I, ; as ❑ 1 II` r1zT ziI` Z [� ;-.JJ,TT `1,-IA; iir1"I,'I , I ' ,J, `�zA :Is ti.: rin & J' ,a 29=3 ,IAJ AAl �,J l `A� Jl .rA, T ._ . C l J ,I.J_•� Z. .I i t_ [ l _ , .I,{,IJ t,z:z a:z J .;.a J A.-J, '' lsz A_, M111 I z Engineering, P.C. I_I .A,, A ' J a_ 1` l A I de Bruin En I J "z'J` 7 .. ; U,IhJ,1" I' ,I .0 :AI. ;I'IzZ .Z`^I, ^'`A i'1 ^ z z Jat, JztJ z zlz;a=z: ".,l I ' z" zJ I a 't^. [, ;J 'I` .,: 11Jr�; !2' I,' 12 1400 Old Country Road•Suite 106 r ,1 r,z;A. .z I. ^A� , .,I,t a.' . ,z I �,r J J , T J L I J i J j Westbury New York•11714 1t ' I. I l 7 A A. { i z LI. !7-�J 11 ' ' 1 �s J r�, T .I 12 z.. . ^ : ' "I J' T z l,J I r J J {Y. t 12 516.513.1313 516.579.2574 Fax r r i `li J l J J,J ,l_A1_ a��,-� t_I.,-..[ I.-_...t, J_ I z, -1Iy(_:'1.I ,�';.z.�_ {Tr, ,-z a TI,�a A �.., ; ,�.�J �`r , T1r1'- 1 - - - Il , A ttt.J.,AJ {.L A_I11 I.t JAAAA� .IJ`mil TJ_I �TI^'A, 'I-I Ai., tr1 ,..�I.I..,. , 1.'J. J. ',' I'�,�� T C 1. {-�I~il �'h A J _l 1 J� TA:1 1 J. 1�I.. T ;_J JT,,.A nr{A�JI. J l li: J J YJ A J � J J _, J A.,hi" 3 A yl;;J� 7 "_ J. r^I A I_ A, 1 .J 1_}. ], i-� II,J, i �, Ar, AAA a l ;.Tl Jt ..,� ,�s. J J �, ti A IJ .[ -� -59I AI_I �.J_1._ l I^, ,r, I,A I i, ti _A .A . . . i.,l`1.J.I_: , ;aII J X ZI x ; i 4C l .1 .._I I =� J .i{, �I��^r "IJ j r `, _ _{ J Ti_[ [' ;A , 7 l J J. J ^' J ;' ^I ft is a violation of Section z7 IJzl'JJJ,I " I-, z, i : iI' 1 ', z : on 7209 of the I_, IA - ^, . ,,,I_ A J, - , �_ I C., z z' .J z` I: J; A' . , T 'zIz.z A � AJ . z ' z I I,4 New York "� ,�z^.Iz .' Y' `:l'z ,aII ^J' Al t ti :I y I , z� "I- I z ',T z State Education Law for an j A J - _ {'.J , A r r Y, a T _ person, unless he is actin under the ,JT J�; . T T ] ,J t I AJI A I` aIA^AT. 1Ja AJ a_: [ IJ : r,; I T _ l ^J ,.: r p g J. '.' J'. I A T�, J a! ti x. - L =a l L — 7,J r t A J direction of a licensed professional J Jz J.,J1IAz1 ^; zr 'z. — ,,I' 1 'I' ;z to this T ; , rz''7 I I,' z . Ii JJJ A A:zz, i A.,1� ,1 J"I"I J-1 �^cl- . z z^ {z - iz engineer, t item on hi J ; ; i.� I I TI _al., zJ ' 1lAi: r zI I " I J AA A - - ' i,_ - \' drawing in any way. If the drawing is J. J' JA J J.IIIAJ"IJ,_' l�,AaJ T A` �J J I I ! - _' J J " altered under the direction of a J , J T ;J ,1 [ Z a. I', 1r a_Ii t _ 1J_ JI -[I .J 1l:f_J 'Ill 1, ZJ.Ai ,' J. .; ' J7; ,;'-1 . ._ :'!J x�i._J I" . J a ? II, 1_ J ,I professional engineer, r I , ;I A. �_ a `J'.,JI. ?�A A,.,,�-..-,�rx-,.-,k. . �, 1 A_' A I J J .J_1TA I J , ."I ), i the altering z zr z_t, Tl��r 'T ,} C .z ,. , J` a �. T A J [?`r_J i Z I.J. ? r' •r 7 rT, z .l, �; t: J:J.; engineer shall affix his seal to the r h I z J^ . I j IJ I ..J.� J^J, I A _:TJ,J J I :I J._1 J ,J', J i.[',J l / J z a{ rJ J J J' . ,, JI I `JJi h; J7; i__ I l t I �. i�.;l�- - g the notation drawing with h "altered by" . J-,r� J.,i,; I ,A, 7.: I r '.I IJ_ Jr','�JJI"1'; 1J. ,JJ JrJJ., J JA,^�; 71 'JJ7 J J'.JIt J.`I�'11'J, J.JJ^J}1AT t t.Jl ,J, JC,TI, J_1,,J 1 17.t, J II = J I f01fOW ,._z AJ.:,.zA , I, ' followed b his signature, the date of a 1 J ; `JJJiJ .,I_j1 ?7rJ,J.i J I; �JT�JI J^ ,} T, A: J ;_1, LJ_ J 'ai ',h Y 9 [A ,. ,..A.OJT. i 't,-f1�7 'J,� ` _iJ �,JJJ ,. 1 .-1J�i ;),;J_J�AI1 :-I-I. J�-I;J,_I ,l 1_J_-1.;,J..,J,7i_I ' ' ' J_J.7 alteration andas ecificdescri description , J_ _! r ,. rJ^ J.! T: J.T ^X^, T J'r J,t Jj ; J.T,J J J. Jh I}J I [ I _t;. lj.l T, �I7' A e p p ti z A , ri^�, ,,, J , z^.[., , ,A,z, 7 , .I T - LjT_: . z: z, ^A 4; of the alteration. TOP OF PLATE y.L r'. i, .7. ._ir-t l J.a_ J ;J.l J -- -- ^YJ,. rI I L1� ._i 'J.,{J _ JJ IAi`'` IA;�I{rJ A TOP Of PLATE ---------__---, �_ � UNFINISHED ATTIC IJ t i A+ 1. 1,, .1r..1 _ -4 J i I I , Il.l I I 1 I I I I I I I , t 3 I I N I / m , m I� I P i , T — fA CHAIR iE-1 I I M NISTERS I I I - I l\ STORAGE OFFICE ADMIN \� E:1 E:1 ❑ t.4 15 i OFFICE +•� REVISIONS DATE TOP OF SUBFLOOR ELEVATION �- -- TOP OF `t um J_ I . ,•• tit - -------- ----- — �„ '��� �, �,� t �, ">� �,'�, r ELEVATION I II i I I I r t 11 I I r I II I II �• J I I' I I I I I I I I ' II I I Il „ I I I I I I II I I I I I T'I I I I CRAWL I - - I I �I I , I I I+ I I I CRAWL I I A SPACE ELEVATION _ I SPACE I E t I I `� II I I I', CRAWL SPACE ELEVATION ON tI I I I I I I I _I,.. i II I I I I I • I I _3 BOTTOM OFF I_ I I ,• t i OOTNG I, ---- - - i l - I I I- ___ _ _ - r I - - --- --_--- -�-- -- -- - �_ _� _ - _-_ --- - --,--� - - - - - - -- -�' - '�I, I I BOTTOM OF FOOTING I -,-- - - - � ,-' I III'' -- -I 4-1 I I I I , ' I I L- I PVC RAIL SYSTEM AS MFR D BY CONTRACTOR TO VERIFY VIRGIN - INSTALL DAMPROOFING AT FOUNDATION WALL 2 CONCRETE SCREED TIMBER TECH OR EQUAL SOIL BELOW NEW FOOTINGS COAT PROTECT WITH 2" R-10 POLYSTYRENE INSULATION ISSUED TO: SECTION '-"Em 1 A-2@3) -- ---- „_; TOWN OF SOUTHOLD PLANNING 4-1-22 3/16 -1 -@ CONTRACTORS FOR MEETING 1 1-11-23 -5e 5' 0 5 10 3/16"-''—o" TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 ROOF ASSEMBLY AT MEETING ROOM: I I - CAMELOT II ROOFING SHINGLE AS MFR'D. BY GAF - COLOR ROYAL SLATE WALL ASSEMBLY ASSEMBLY AT MEETING ROOM ( I - 15# ROOFING FELT - ICE SHIELD 3'-0" WIDE AT ALL VALLEYS - JAMES HARDIE SMOOTH CEMENT CLAPBOARD 5 1/2" EXPOSURE i - i AND 3'-0" EXTENDED UP FROM EAVE - TYVEK TYPE BUILDING WRAP - 1/1" PLYWOOD SHEATHING - II2" R-3 CONTINUOUS INSULATION - 2" X 12" ROOF RAFTERS I&" OC. REFER TO STRUCTURAL - 1/2" PLYWOOD SHEATHING I i I DRAWINGS FOR ADDITIONAL INFORMATION - 2" X 10" WOOD STUDS Ill OC I I - 3" CLOSED CELL SPRAY ON INSULATION R-21 8" COMPRESSED FIBER GLASS BATT INSULATION -; - 8" COMPRESSED FIBERGLASS BATT INSULATION - 518" TYPE X GYPSUM BOARD I -' i - 5/5" TYPE X GYPSUM BOARD TOP OF PLATE XX y� I — II X X X ATTIC FLOOR ASSEMBLY -------_--- 12 - 3/ PLYWOOD SUBFLOOR ` 112 - TJI 11 '1/8" i6" OC - 10,15" R 30 FB INSULATION - 5/8" TYPE X GYPSUM BOARD PROJECT: i FIRST UNIVERSALIST FIRST FLOOR ASSEMBLY r CHURCH OF - 1" WIDE TAG VINYL FLOORING SOUTHOLD (REFER TO FINISH SCHEDULE 4AA,)m� -- - - - FOR INDIVIDUAL ROOM FLOOR FINISHES) 51970 MAIN RD, -- — 3/4" PLYWOOD SUB-FLOOR SOUTHOLD, NY 11971 TJI 11 1/5" 12" OC (REFER TO STRUCTURAL DRAWINGS) `^ DRAWING TITLE: - IllR 30 FB INSULATION 6, 5/8" TYPEX GYPSUM BOARD `v TOP of r - U BAR PLA E ---- +I2=8" „ 12 TOP Or PLATE --- 8-112 UNFINISHED ATTIC S E C T I O N �3 E—E , ATTIC„suBFL�ELEV_ SECTION F—F _TOP OF PLATE_ WALL ASSEMBLY: II - JAMES HARDIE SMOOTH LillCEMENT CLAPBOARD 5 1/2" a� '� -_ - MEETING ROOM - — SCALE: ENTRY VESTIBULE ---. -.- ---- - YVEKExPOSUTRYPE BUILDING WRAP N F LIP - 1/2" R-3 CONTINUOUS INSULATION ��— t� 711j\ 0 CHANCEL cL cL - ,/2 PLYWOOD SHEATHING SCALE: 3/16 — 1 -0 2"X6" WOOD STUDS 16" OC ■ x ❑ I ❑ ❑ 11 El 1:1 ❑ 1:1 El 1:1 El 1:11:1 E El F�_ INSULATION IBER GLASS BATT INSULATION TOP OF SUBFLOOR ELEVATION _ - - 8 PE X GYPSUM BOARD• 5I " TYPE � 70P OF SUBFLOOR ELEVATION DRAWN BY: I /RED Ay SZ?. ELEVATION AT GRADE [� I PS ti I •I INSTALL DAMPROOFING AT O 0 _ CRAWL _ I I � - FOUNDATION OUN ATION WAL L. PROTECT WITH I R E T TH I. YP 9 2 I P R 0 POLYSTYRENE I YRENE INSULATION CHECKED BY. SPACE I E I I I � I I I I ' I I .. II I I I I I RMC I I ,BOTTOM OF FOOTING i' { - -- -- __ _ I I I ' �� BOTTOM OF FOOTING ��\` I 7- -4'-1'I I I I I I IY FILE N0. I I I I ---.. I CONTRACTOR TO VERIFY GI R OR ER Y VIR N 2 CONCRETE SCREED _ 1 r402-) I$O LOW W F C L BE N FOOTINGS OAT ISECTION A-2@3, -- - - -- --- PROJECT N DRAWING N0. DATE: A-203 SEC.71 l E—E; sF��-i oN F—F 15/04/2021 5GALE: 5/16" _ 1I_0" PROJECT ENGINEER: d e n J3,. v//Engineering&construction Management TOP OF PLATE�[► TOP o�PLArE de Bruin Engineering, P.C. z9-3 1400 Old Country Road-Suite 106 Westbury•New York•11714 12 12 516.513.1313 • 516.579.2574 Fax 12� 111 It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this � drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the 12 drawing with the notation "altered by" 8 followed by his signature, the date of alteration, and a specific description -;^ of the alteration. TOP OF PLATE i� +11-88"-r—' TOP OF PLATE UNFINISHED ATTIC MECHANICAL ROOM 23 �4 ATTIC ••• ':;• - � � TOP O--OOR / ELEy ✓ - r= � .. F PLATE T ATIC STAIR RAMP RESTRM �r 3 80, O I ' .0 ER REVISIONS DATE 3' i TOP OF SUBFLOOR ELEVATION ` —I �7 TOP OF SUBFLOOR ELEVATION 0 0 ( x a 9-6' ----- _—_ I I uTI T I I u ,- I I I I c W I RA L t I S M I I I I I SA E ENT SPACE I I' - I I I I , I I I I I I I I I II I I I 0 I I , I I I i- r I I I I J\ MOF FOOTING 50TTOM OF FOOTING BOTTO ----------- ----- - '- I' I I I I I I I i I I r I I I I I I I I I I I I I I I I I I I i I I I I I I T I I I I II I I I ISSUED0• I I T F OWN 0 SOUTHOLD PLANNING 4-1-22 G CTI® CONTRACTORS FOR MEETING 1 1-11-23 i 3/1 ro" �-0 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 - — TOP OF PLATE TOP OF PLATE i 12 12 12� 112 ATTIC FLOOR ASSEMBLY 3/4" PLYWOOD SUBFLOOR - TJI 11 1/8" 16" OC 10.15" R 30 FB INSULATION - 5/8" TYPE X GYPSUM BOARD '? r 4 PROJECT: FIRST FLOOR ASSEMBLY - 1" WIDE T;G VINYL FLOORING FIRST UNIVERSALIST (REFER t0 FINISH SCHEDULE �. CHURCH O F FOR INDIVIDUAL ROOM FLOOR ���I FINISHES) �. SOUTHOLD 3/4" PLYWOOD SUB-FLOOR TJI 11 1/8" 12" OC (REFER TO 51970 MAIN RD, _ STRUCTURAL DRAWINGS) �;,-�12,_8„ SOUTHOLD, NY 11971 TOP OF PLATE_ — — 70P OF PLATE R 30 FB INSULATION - 5/8" TYPE X GYPSUM BOARD UNFINISHED ATTIC z3 DRAWING TITLE: - ATTIC SUBFLOOR ELEV XQ WALL ASSEMBLY ---- = TOP_OF_PLATE - JAMES HARDIE SMOOTH -- CEMENT CLAPBOARD 5 1/2" _ EXPosuRE ,,•I � - � � - _ _ 3 - _ - tYVEK TYPE BUILDING WRAP = � N SECTION H-H - 1/2" R-3 CONTINUOUS INSULATION KITCHEN - 1/2" PLYWOOD SHEATHING - - 2 X6 WOOD STUDS 16 OC 6 - 5 1/2 FIBER GLASS BATT --- - — INSULATION - I - - SMALL GATHERING PLACE SCALE: r► 5/8 TYPE X GYPSUM BOARD W TOP OF SUBFLDOR ELEVATION F �- TOP OF SUBFLOOR ELEVATION v► SCALE . 3/16��_ 1 �-0" I I CRAWL I I I I I I I P S AC E DRAWN BY: I I I iI ' I I E D A R I I I R ,• I C OT7 OF FOOTING I I � B OM i _ � � I I BOTTOM OF FOOTING S'I N P I ,I I -- S „ter, - ---1µ-- - - - _I - - -- -� � -I I I I <u •ate O CHECKED BY Q 2 CONCRETE SCREED RE E S REE CONTRACTOR RA TO VERIFY VIRGIN OR ER Y V R IN i COAT SOIL BELOW NEW FOOTINGS RMC t 02 CT IO FILE NO. A-204 5' 0 5 10 PROJECT NO. DRAWING NO. 3/16"-1'-0" - DATE: A-204 - S �sTION rz;- ; SE(f TON H_H 15/04/2021 ScALE: 5/16" = 1 '-0" M PROJECT ENGINEER: ;.I de�- i n ,1 Civi,E ginee1ing B ConSP'11C 0,?Manegement i_`I'Z:I , =.I ,; 7.l A IAJ_I, I.,,:... de Bruin Engineering, P.C. -- 1400 Old Country Road-Suite 106 Westbury-New York•11714 516.513.1313 •516.579.2574 Fax _ I It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the TOP OF PLATE L:r , - I -, _ 1--._I - ,,_ i_ _ x OP OF PLATE_ _' _. direction of a license professional --- ;�} - - — -- -_ ----------- 29-3 ' .. I + - /'� 29'3 , , , 'I engineer, to alter an item on this 9 Y drawin in an way. If/ the drawin is I r 9 Y Y 9 I. I a tered under the direction de e d ect on f I 12� 12 o a I. `I I i 'I i r I 2 professional i I s onal engineer, the altering . 11(� / t,I J 12 p 9 9 /„ 1 l ] \ A50 engineer shall affix hi s s seal to the , ; I `I 9 i/ T drawingwith the notation altered b - �� - Y followed i- - � 4�� I-L J � o d b his signature the date of Ii T ' -. I , - � I I I - - - I I' - ,�-- Ir/ - , �,- �i , I I Y 9 i /� _ '- i - - 12 / r-1 0 12 iI T, \ [ alteration, and a specific description 7 /_1_ I- \A \ -, T `:, I I .. - _ 4 t_ \ of the alteration. _ _ - _ r,. I r \ , ,r, 1I I ,it I - �T I� I I \ ' � � -I I.-'1- l i i-I__' 1_ i - , I . . r r r' ' , _ - . II - : -, I /, 11 - - '1 --11 - I :!' -, _ - /. IL- .J _ -J',_�,, %` 'I_ _I\ I_-I a - i,' / r ` �I \ / 1I \ I I '1, J 1. �I - - I _11_ _ l,l_ -� J1 I. d I_.� I- .\ [.I-.i-.- I� i `I - - Ill li ! r - r ,� �7 /j /, i `I 'i , - - , r , I - =41 [ 11 � ,r, _1 I� II — — 1.1_TLi [_' � T-.I : I L ,�l1 p i I \ 1 - d rl r I I A T I \� . I \\ \ I . : I - "` r - - , IIJ // -�,� i._ ' I I�I-� � - \.-- Ij �J,I�I�„-I 1-�. \\`\ .'--i-1lr \ , � 6) �'" 1 1.1[J r 1,,_- -I I I I [ I I-1 \ 1 .-_1,] N '�I - , _- - - - r T IIT TI C I \\ I -_ , , - - - - i �. -- - - % 1 1� \ I TOP OF PLATE - T' i -f I -r-.�T. -f _ . . I I 'i 1 1_ . . , I i l TOP OF PLATE I , r I r[ — — i 1 '- - + - ,I I I 'I" I r 7 Si I I I I' I — ]_I_�_L'_ t2'8T I I I �I_ 4� - : - - . - _ ` i I I � I I I' - I I I I 1 �I l I I i I JZ l , 1 I , - a � _ I z J C A 12 1' r` I 2 t _ r1 1 ;J_'" Z' T C J a-i71 - -I1 J ]'h7�_l,l].1 l�i I- .4 ., I - l - 1- .l, _1,, [-i-'14 I 7 , r - I' I. .I," _`I' -1! N 1 J i _i l a J. 7. . J,J i I ! I DATE 50 i+ - I 502 [ I I' I 1 REVISIONS _ r I r" —:,-iw._ - � 1 I [� � Ja i-1" �- —; I' , h } � I - t I - I _ r -I J iTI [,I-L_l-I-- f�I __� i J,L.I L_I ' I-Lri [ [I 1 li rI. , 1 I� ' L I 1 I l ._�- I. 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A-3<�1 - --- — -------- - ----- -- — -- ----— --- — - 3/16��=1'-8�� DATE: A-301 NORTH L. \\,/A71 ON; S7 LE\/A71 0 15/04/2021 M SGALE: 5/16" = II-0" IZZ M PROJECT ENGINEER: - IIA' de 1 n I I, Civi/Engineering&Construction Management ''I1IJ Ln -`I',Zl'� de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 •516.579.2574 Fax \ It is a violation of Section 7209 of the - New York State Education Law for any TOP OF PLATE _ ,� � ,,.1 �,� �.,,n roPOFPtarE person, unless he is acting under the +29-3 „- J i7 i,' ., ,, Ii_ - ,JIJ I; {; 1� til , .. ;, r, ------ --;` C I' �- 'JA )_n J. 7J , J_ 1, I 'J"J..:'J'; I.: + _ direction Of a licensed professional ti, z - ' ^I' 9 3' A A.; A i, ri , {"1` Ar ' J I1J7„ ["A'1': I;.,., l,,I , 1,,- I, [, r 1nJll I .:I zII":r IJ ITJ, ,�, ,I,, I ",II'.` I. 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I J 1_ I ,L,'I, [",.I, J , J_,� I'I,7.A,.[ -'I,, DRAWING TITLE: I is a )_' 1 h J� ! I I In rn, I A I'1" r-' 1 J ,I`�'T T I"' n_„r .r �I J , ,_ .. Ir II I,:I, rA, A i i .[,- �IJ r ) A, .J-. I I J I' .1l 1. ;11, I .FI ,' [,I ,J _I_ 1;^. J [_ l_ . , A n ,J 1, l rJ ,A,I a_- I .1,, "7 ) 1' J, ,J I [.;�I^I::" 7,,.rl' ),I I AJ I I. ,J i I "nT I 1 A i, I J 1 "' n {I` L, nA _;I^I J I a. _ .I .. I ,J.. L I" rJ I,., A_n,- x 'I .' - n ;J s_ Ih_ }.I A I II {'1`I A,^ [r I 1 J; `I ,_i. ' /1 'I T -I: J'J n I ; 7.1'. I 'I.T In;'^J' ) _'i i. J [A I,: 1 J� I_J ' IIJ {;, i'IJ_�,,I T J;J,I ,,I,I.JJ.I '_1._Ji . �Jn' _ I A. I~ . I.l_I '�_,. Z ";1YJJ,_1., ; J.`I . hJl J_, ,_:,I_,Il`:`",L: I [ l'It J J I: I.I_!.1 J. J1.J,� ' ,. 1 , J .1 , ;I.; II 'A :I^ L, ,z-1 J.A [-J ', ' '',-.! T ,I IA.IIJ II IJ_A_ ,J 1 -,1-AIIA nJJJJ .J_ I_`'. 1 AI A J_I.l J_. I JI_I1 J IIJ IJ , I .JA J J I I _ ,1 Al 1 , AII JI I J ' I I", J, ..I,J I J_" J. J J,J_i rJ4JIA A `I' I'JA- tJ-- ; r ti�II- 1- _;nJ �A I I ' rIn I r i nJ- J ' J I ' _ " C`I 11- J ;:i J 1-I ' J,1 j . J I I 1 I- ,,, �[ JJ _ A ;_J LA; l"-� A� kI'- ,J 1 i I ,I 1 I'1 J`_; I.A. .I:,l,; r{ .I_"<iI I �I- J._ArJ ,J_' "I -J- `J i, I.J., J r.J n- ,I i, „- A.J I'; .- A A, J 1; , a_ J,,A7J_T 1 1 u_ _. I A 1 Aa. i I, I_ L"I J ^i 1 i 1-In. r ,) I I 1' .IA IT. tits, L.l,r a;I...7I.,iI,1. J ,J-,. Jr,_, l_ _J1.1 J.I_I _I'J'.�_" ,rl,s A n.l J A a 1 n 1,J_J,�n J I J,`,, L AA 1J-A I; I I J AJAI 11 JI_) {� I "I J AJ I TOP OF PLATE T A y � 1 I ,� -r' r ; h TOP PLATE NORTH ELEVATION , -- ,t__I J, 7: I. L, i I I 1 I'; J. I i' i`J" A"I ^; I L r, , T 'I ,. . _1 ti-i; 1 I 'I' I 1 1 1 A .) , "; �;1",' , .J -,',I, nI ; J'a'� I i J AJ ')" -- - +12'-8' IJ_' A,J I !- [, I 1J_ , , I' 1 J:r I^r J, T �-+-_ - t "t' "t' -`T I '�' Al Ari.I)�r`� r'- ,,, ^I; �,I I .r r..,. nA' J., l J J- -I), IJ-., II, ,,, [ , 1I',J '�J,I,J_I 'I . ,I.I,, A II', I ,Jr) , ,, ,J, I ;J, 12'8" A rIJ` ,JIJ' nJ X`II x. �12 1�'',,I1 JIi'J J- J- ,� :I n, - ,I., 1 EAST ELEVATION ' ''I I.J I A, 1 '., , .l I. J" hJ 1 I,T T, I I A I. C'1 1, A- ,L.I,1, ,I I _,J A JL I. 4, L I LJ r``I J , J,1.' nI T ,. nT JJ_ J {r) ,J11,,,,1.-1 AA - II,IJ J Jll; II,"S,'J-'-IIi1- I J- ,I;AI ;.' I- I I.1 L _{. 1 J IJJ^ , I "IA,,II I, _�J_ I` I J.J_ i2 A, 11- r,IIA ,,1_ ,,A A ,17_- I� J. { I I Ar[ I- l._;J.. 1- i,'A I,I. ,r1 ,� ,r_ jr I, I i. J ,In L,. ,J I- ,,I, / , ,)'II , l-. �, ,rl, - sAA)..J, . -J ,..^1I A "_J , ,A_A, l l,iJ, ` j1 ,F A 1 A J _I , .,J, A_I , J-,AA I A LA ,..C. rJr "Yij"I, ri-I_J CJ I- I II IAIIAII 1,ITJIJI"I7, 1 �, I .Y.,I I,: I_L I _-_ ll I,.'I`r'[J_I; 'In" 'J 'J I', -[I I " r^ -' i`! I ! I J 1 ', [ n 1 1.J^J 1�' i I J -I J 11A l II;A" Ir. I:- 1 ATTIG SUBFLooR ELEv 1 A 1I_Il,nl,) I A,_ IAA -, IA I I_ �I. I- ,,I, I' - , T sJA _J.-�,,;-,J� -k, ,A,IIJ ,.n),JrI A 1.;1 I_,� 1rJ JIIY ., i ,1n.I,, x -: .0 !; I[ l-I J.nI I 1, 1 111 A ,,!,I, A, , I!J "I J, .l,,r;I r I;A, ,Jrl A,'11 IiII! n +g-8 r` ' l J ,J-- I, j 1 1_..J_,-; ' I I , _-n J. A , I . I J . I; , T i J '. I . : 1 I I . T: I , I'I I 1 1 :'J .'I . IJ; ; I , ,,l-I_ J A, TOP OF PLATE I xe I -- ---- +8'-8" 1 SCALE: 1 __ - - _= � - - ' 1 7 \ r ~ .N 0 , 1. -r dl I = 1� _ 1 f ' [ - - - . SCALE 3/16 1 '-0' 'V' .N1 I ',, - f''' -_: 1 N / I 1. I ^\ M 1 ,, I _--- 1 I I I - W 4 1 i� : i i L I . :. , : �,-� I -- - . F r I p M 1HTOP OF SUBFLOOR ELEVATION N J\ TOP OF SUBFLOOR ELEVATION DRAWN BY: r -- ----- e_e' � e-e' --- --- PS �I AgCy �15 , W, ' CHECKED BY: 0z0 � I * I -' I I 1 I RMC I I I I I I I t I I I r r � FILE N0. -��: BOTTOM OF FOOTING �_______ _________________ J \ _BOTTOM OF FOOTING____ - - - PROJECT N0. DRAWING N0. _82 EAST ELEVATION A-382 -- ----- -- --- --- -- - - ---------- ---- - ------ - 3/i 6„=i,-8„ DATE: A-302 - SOUTH E,LE�ATI ON; EAST ELEVATION 15/04/2021 SGA�LE: 5/1'6'I = I '-O" r, M PROJECT ENGINEER: de i n ch"E glneering&Constructlon Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 •516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering STAINED WOOD engineer shall affix his seal to the drawing with the notation "altered by" followed by his signature, the date of alteration, and a specific description of the alteration. STAINED WOOD OR PAINTED WOOD PENDANTS REVISIONS DATE SCONCES i ' I li I'I� ISSUED TO: 77 TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 I, I it I i i PAINTED SHEETROCK _ i I i PROJECT: FIRST UNIVERSALIST CHURCH OF PAINTED PANELINCsI L SOUTHOLD 51970 MAIN RD, f' SOUTHOLD, NY 11971 DRAWING TITLE: PAINTED WOOD -- — --- ---- ' STAINED HARDWOOD '' MEETING ROOM INTERIOR ELEVATION A SCALE: W F M SCALE: 1 /2"= 1 '-0" M s� a DRAWN BY: PS aED R�ti I W CHECKED BY: * x RMC FILE NO. PROJECT NO. DRAWING N0, DATE: A-4 01 15/04/2021l�EET� N� � � SGALE: 1/2"" = I '—O" M PROJECT ENGINEER: de nj3r Engineel"ing&C01W1110li017 Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York•11714 516.513.1313 • 516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the \ drawing with the notation "altered by" followed by his signature, the date of alteration, and a specific description of the alteration. REVISIONS DATE I STAINED WOOD PENDANTS ISSUED TO: STAINED WOOD OR PAINTED WOOD TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 SCONCES -- TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 I ` - ( PROJECT: j\ FIRS PAINTED SHEETROCK T UNIVERSALIST�' '`,, CHURCH OF SOUTHOLD PAINTED PANELINC-s 51970 MAIN RD, SOUTHOLD, NY 11971 I FAINTED WOOD , DRAWING TITLE: � I � STAINED HARDWOOD �� �' MEETING ROOM INTERIOR ELEVATION B ' SCALE: w F » SCALE : 1 /2"= 1 '-0" a DRAWN BY: PS RED ARC CHECKED BY: FO RMC * } x FILE NO. 1 �' F PROJECT NO. DRAWING NO. DATE: A-402 �-IEET I N(=� INTERIOR ELEVATION 5 15/04/2021 5GALE- 1/2"" = 1 '-J" » PROJECT ENGINEER: de— C -i n ivi/E7gineeAing B Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York•11714 516.513.1313 •516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation "altered by" followed by his signature, the date of alteration, and a specific description / of the alteration. REVISIONS DATE STAINED WOOD PENDANTS ISSUED T0: STAINED WOOD OR PAINTED WOOD TOWN OF SOUTHOLD PLANNING 4-1-22 J CONTRACTORS FOR MEETING 1 1-11-23 / TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 SCONCES --- PROJECT: FIRST UNIVERSALIST PAINTED SHEETROCK � CHURCH OF SOUTHOLD 51970 MAIN RD PAINTED PANELING SOUTHOLD, NY 11971 DRAWING TITLE: PAINTED WOOD MEETING ROOM STAINED HARDWOOD /' INTERIOR / ELEVATION C / SCALE: w / F M SCALE: 1 /2"= V-0" >v a DRAWN BY: _ PS ,�RED Aq�y CHECKED BY: RMC 1 Y� FILE NO. PROJECT NO. DRAWING NO. DATE: A-403 1�EETINC-,7 F-,001� INTERIOR ELEVATION C, 15/04/2021 SCALE- 1/2"" = 1 '-0" PROJECT ENGINEER: de �r- n CM,Engineering&Construct/on Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 -516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional PAINTED WOOD engineer, to alter any item on this PAINTED WOODdrawingin any way. If the drawing Is --- altered under the direction of a PAINTED SHEETROCK - professional engineer, the altering PAINTED SHEETROCK engineer shall affix his seal to the drawing with the notation "altered by" followed by his signature, the date of PENDANT PENDANT \ alteration, and a specific description of the alteration. j PAINTED SHEETROCK ' PAINTED SHEETROCK PAINTED PANELING ' PAINTED PANELING PAINTED WOOD PAINTED WOOD WALK-OFF MATT ` ' WALK-OFF MATT ' REVISIONS DATE W/ HARDWOOD ' W/ HARDWOOD ' BORDER BORDER ' ' ' @1 T Y TIDUMO" - - FEL I® -A 82 - -- TRY TI I T . two �T� �4 _ ISSUED T0: A-404 1/2a-1,-@„ A-4@4 - --- - TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 PAINTED WOOD - PAINTED WOOD 777 PAINTED SHEETROCK — - -- PAINTED SHEETROCK — - PROJECT: PENDANT �l PENDANT FIRST UNIVERSALIST PAINTED SHEETROCK CHURCH OF � �' �� ' ' PAINTED SHEETROCK ' - , PAINTED PANELING ' ' SOUTHOLD PAINTED PANELING 51970 MAIN RD SOUTHOLD, NY 11971 i DRAWING TITLE: PAINTED WOOD ' ENTRY VESTIBULE PAINTED WOOD WALK-OFF MATT �'� � � INTERIOR ELEVATION W/ HARDWOOD \ W S W/ HARDWOOD BORDER \ BORDER --- SCALE: w ' ' F N SCALE : 1 /2"= 1 '-0" ---- -- — p--•-p-• --- — �' WTY AmSTOULE I �i I VATI 0 DRAWN BY: A-4@4 ------- ---- 1/2��=1'-@ A-4@4 1/2 j1=1 J-@" PS \� C. YP '� CHECKED BY; RMC FILE NO. F ' PROJECT NO. DRAWING NO. DATE: A-4 04 ENTRY V STIEULE INTERIOR LEVATIONS 15/04/2021 5C,ALE: 1/2"" =: 1 '-0" N N PROJECT ENGINEER: de J3fdn Cf—i 79/neeii7g&COPS&110#017 Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 -516.579.2574 Fax PAINTED WOOD New York State Education Law for any person, unless he is acting under the PAINTED WOOD FAN/LIGHT direction of a licensed professional PAINTED WOOD engineer, to alter any item on this i � PAINTED WOOD drawing in any way. If the drawing is altered under the direction of a FAN/LIGHT PAINTED SHEETROCK FANLIGHT professional engineer, the altering FAN/LIGHT _ — \ engineer shall affix his seal to the drawing with the notation "altered by" PAINTED SHEETROCK TffIT the date of PAINTED SHEETROCK \ SCONCE _ PAINTED SHEETROCK alteration,o and a signature, ` of the alteration. SCONCE SCONCE \ PURSE SHELF —._, --'— SCONCE � I --- Lj i i 6" PAINTED WOOD 6" PAINTED WOOD 6" PAINTED WOOD fo" PAINTED WOOD CERAMIC TILE -- --- CERAMIC 71LE ------- CERAMIC TILEMIC TILE X\ GEW/AMARBLE W/ MARBLE W/MARBLE W/ MARBLE THRESHOLD THRESHOLD THRESHOLD THRESHOLD l L L REVISIONS DATE el �' ®® INt Y tlON 02 t 00 IN ° I 111/ LION 83 � ' ® INS' I 1>r tl0 C 84 S" 00M INt � "OVATION O A-485 - ---- ------- - 1l2„=1,_8„ A_485/ 1/21j=1'_8" A-485 -- , \ 1/2 -1 -8 Ij ISSUED TO: TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 STAINED WOOL) STAINED WOOD PROJECT: SCONCES SCONCES STAINED W°°° -- -- -- FIRST UNIVERSALIST \ ---- CHURCH OF PAINTED SHEETROCK: PAINTED SHEETROCK PAINTED SHEETROCK SOUTHOLD 51970 MAIN RD, SOUTHOLD, NY 11971 PAINTED PANELING PAINTED PANELING PAINTED PANELING Kell — DRAWING TITLE: i RESTROOM 20 — ' PAINTED WOOD PAINTED WOOD I PAINTED WOOD \ �I INTERIOR ELEVATIONS; ' � CHANCEL INTERIOR STAINED HARDWOOD STAINED HARDWOOD STAINED HARDWOOD ELEVATIONS ` SCALE: w -- SCALE : 1 /2"= 1 '-0" N L-7- a DRAWN BY: PS CHECKED BY: RMC I ® � Co FILENO. r 85 CHANCEL 'NT �1 ' e� CHANCEL ' T m1 V T' 0'1 CHANCEL � � ' V IO �i A-485 -- ----------- - ON1/2-W-0"- A-485 - --- ------ ----- -- 1/2"=1'-8" /2 A-485 -0 - 1 =1 PROJECT NO. DRAWING NO. DATE: A-4 0 5 RESTR,00M I NTE I O ELEVATIONS; C.,HANCEL INTERIOR ELEVATIONS 15/04/2021 SCALE: 1/2"" = 1 '-0" PROJECT ENGINEER: de J3r---t?fn___ Civi/Engineering&Construct/on Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York•11714 6'-IY" 516.513.1313 •516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a •. professional engineer, the altering engineer shall affix his seal to the drawing with the notation "altered by" PAINTED SHEETROCK PAINTED SHEETROCK PAINTED EHEETROGK ��� PAINTED SHEETROCK followed by his signature, the date of alteration, and a specific description of the alteration. SCONCE SCONCE SCONCE COUNTER COUNTER // COUNTER j PAINTED WOOD PAINTED WOOD PAINTED WOOD ' PAINTED WOOD STAINED HARDWOOD STAINED HARDWOOD —� STAINED HARDWOOD ' — STAINED HARDWOOD ' REVISIONS DATE 01 _ V ST Y ANT , I _-2 EL EnVATIO _ - 02 _ V ST"rI t� INS r I V OT10N 03 VESTRY INN I V TION. c 8� V TRY I T I R 1r T-1® U A-'486 1/2„=1,_0" A-40(o 1/2 =1 -0„-- A-406 1/2„_1--- - --- ---- - -- , �-/ - -0 11 ISSUED TO: TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 PROJECT: PAINTED SHEETROGK PAINTED SHEETROCK TA FIRST UNIVERSALIST CHURCH OF SCONCE SCONCE SOUTHOLD 51970 MAIN RD, SOUTHOLD, NY 11971 6" PAINTED WOOD fo" PAINTED WOOD DRAWING TITLE: -------- — CERAMIC TILE CERAMIC TILE VESTRY INTERIOR W1 MARBLE WI MARBLE ELEVATIONS; THRESHOLD THRESHOLD R E S T R O O M 18 INTERIOR ELEVATIONS SCALE: W F SCALE: 1 /2"= 1 '-0" 0� STM60` INt I V. e>o St ®1�I INt I _Y. �, � i ®��1 IPI�' I 1�. G 88 g�' O®�i INS 10 V. A-406 1/2„=1,_0„ A-406 \ 1/2 =1 -0 A-406 1/2 -1 -0 A-486 � 1/2 -1 -8 DRAWN BY: PS AqC o c�� CHECKED BY RMC $' FILE NO. PROJECT NO. DRAWING NO. DATE: A-406 VESTRY INTERIOR EL- VATI ONS; EST OO1-1 INTERIOR EL. VAT ONS 15/04/2021 5r,ALE: 1/2"'' '-O" W PROJECT ENGINEER: de � i n Civi/Engineefing&Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York•11714 516.513.1313 •516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the — drawing with the notation "altered by" followed by his signature, the date of —, -- --- alteration, and a specific description of the alteration. PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD -- - ---- \ L PAINTED WOOD BROADLOOM CARPET ' BROADLOOM CARPET ` REVISIONS DATE 81 MINISTER'* OOPFFFICE INT I y. 02 I I T' ®IFFICE INTE""NOM ELEV, A-48� 1/2 =1 -0 A-4el - - - ------ -- 1 ISSUED TO: TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 Nw PROJECT: FIRST UNIVERSALIST CHURCH OF ,/P SOUTHOLD 1_ - 51970 MAIN RD, PAINTED SHEETROCK PAINTED SHEETROCK SOUTHOLD, NY 11971 DRAWING TITLE: PAINTED WOOD PAINTED WOOD BROADLOOM CARPET BROADLOOM CARPET MINISTERS OFFICE INTERIOR ELEVATIONS SCALE: W F SCALE: 1 /2"= 1 '-0" W r4O3 ^=10 INN I ' . V. G �� MIDI �' � I� INS I 1!. D — ---------- DRAWN BY: A-40� 1/2„W-8" 1/2"W-e" cam, • CHECKED BY: * ,� Ile RMC 1� FILE NO. PROJECT NO. DRAWING NO. DATE: A-407 K N I STEFIS OFF I C,,E INTERIOR ELEVATIONS 15/04/2021 5r_1ALE: 1/2"" = 1 '-0" PROJECT ENGINEER: d e pi n Civi/Engineering R Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York•11714 516.513.1313 • 516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is - altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation "altered by" PAINTED SHEETROCK PAINTED SHEETROCK followed by his signature, the date of alteration, and a specific description PAINTED WOOD PAINTED WOOD of the alteration. BROADLOOM CARPET BROADLOOM CARPET IL 81oN DMINg o ec tI MINS OFFICE INTERIOR VATI Y tIoN REVISIONS DATE A-488 112 =1'-8" A-488 1/2"W-8" UT ISSUED TO: i TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD \ / BROADLOOM CARPET X BROADLOOM CARPET 83 ,4U INg OFFICE IN I �',4 ION C 04 DMINS OFFICE INT I VATioN 112„=,,_0„ PROJECT: FIRST UNIVERSALIST CHURCH OF SOUTHOLD --PAINTED WOOD PAINTED WOOD 51970 MAIN RD, SOUTHOLD, NY 11971 FAN/LIGHT FAN/LIGHT DRAWING TITLE: PAINTED SHEETROCK PAINTED SHEETROCK ADMIN OFFICE� INTERIOR ELEVATIONS ; SCONCE tffff ACCESSIBLE RESTROOM INTERIOR ELEVATIONS i CHANGE I r ' SCALE: W BEADBOAR:D WAIN BEADBOARD WAIN �J r SCALE: 1 /2"= 1 '_0" PAINTED WOOD PAINTED WOOD ,* CERAI'11C TILE CERAMIC TILE F_ _J[7 o W/ MARBLE W/ MARBLE � DRAWN BY: THRESHOLD THRESHOLD p \ PS YN '� Q CHECKED BY: o RMC ACC g I L oo�I INTO 1�. ,4 (40 CG g I g OM INS'. 1�. 0� CC g01 "BROOM INT. Y. C 08 CC 0I ' SMOOM INTO Y, � FILE N0.85 - A-488 ------------- 1/2„=,'_0" 112"=1'-0" A-488 ------ ��--1 ---� - --- „_- It1/2 -8� A-�88 1/2 1,-0 PROJECT NO. DRAWING NO. DATE: A-408 ABM I N OF F I C.,E INTERIOR ELEVAT ONS; Ar_,,C,,E55 15LE ESTROO " INTERIOR LEVAT I ONS 15/04/2021 5GALE: 1/2"" -z 1 '-0" PROJECT ENGINEER: d e r, n CA,,E glneeiing&Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 - 516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering ! engineer shall affix his seal to the drawing with the notation "altered by" — - - — followed by his signature, the date of alteration, and a specific description --- - - � of the alteration. \ � I I PAINTED PAINTED SHEETROCK ` PAINTED WOOD ' ' REVISIONS DATE , VINYL TILE WI CARPET INSET , , Al , I ISSUED TO: Y INOT' IELE TI� TOWN OF SOUTHOLD PLANNING 4-1-22 01 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 PROJECT: FIRST UNIVERSALIST PAINTED WOOD PAINTED WOOD ' ` ' CHURCH OF ` SOUTHOLD ` PAINTED SHEETROCK PAINTED SHEETROCK 51970 MAIN RD, SOUTHOLD, NY 11971 PAINTED WOOD PAINTED WOOD ` ___ ____ , Ll ' , , VINYL TILE VINYL TILE j ` ' � ' DRAWING TITLE: ' W/ CARPET INSET WI CARPET INSET � � � � ' LOBBY INTERIOR ELEVATIONS , SCALE: W F N e2 LOINU31Y INS' I T1 e3 L Y I T I TI® Co SCALE : 1 /2"= 1 '_0" DRAWN BY: PS a� AA°'Si CHECKED BY: * b RMC r FILE NO. PROJECT NO. DRAWING NO. DATE: A-409 L055N' INTERIOR ELEVATIONS 1 15/04/2021 M SGALE: 1/2"'' = I '-C" PROJECT ENGINEER: de J3 rain Civi/Engineering S Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 516.513.1313 -516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering -- engineer shall affix his seal to the drawing with the notation "altered by" followed by his signature, the date of PAINTED WOOD -- alteration, and a specific description of the alteration. PAINTED SHEETROCK PAINTED SHEETROCK �j WOOD CHAIR RAIL GUILT-IN _ � i WOOD CHAIR RAIL BUILT-IN PAINTED WOOD PAINTED WOOD PAINTED WOOD -- - PAINTED WOOD ---� � VINYL TILE ��\ VINYL TILE REVISIONS DATE L\ - 01 _ SMALL GATE RAID ooM INT %I ELEVATION A e2 SMALL OTHER ING R1600M INT I TIO 1/2��-1�-A-414ea 1/2"W—e" A:—4 1l ee� ISSUED T0: TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 PAINTED WOOD PAINTED WOOD -- PAINTED SHEETROCK PAINTED SHEETROCK _ _ = PROJECT: WOOD CHAIR RAIL BUILT-IN I WOOD CHAIR RAIL BUILT-IN PASS THRU WINDOW FIRST UNIVERSALISTCHURCH OF PAINTED WOOD I PAINTED WOOD I I SOUTHOLD PAINTED WOOD PAINTED WOOD 51970 MAIN RD, SOUTHOLD, N D, 1971 VINYL TILE VINYL TILE DRAWING TITLE: SMALL GATHERING ROOM INTERIOR ELEVATIONS SCALE: W C3 SMALL T RING ooM INT' MI V TION G e4 SM LL T IN o M INS I R VATION SCALE: 1 /2"= 1 '-0"e 1l2„_I,_e" A-410 — - 1l2„_1,_e„ DRAWN BY: PS �� o AAc ��� F� CHECKED BY RMC FILE NO. PROJECT NO. DRAWING NO. DATE: A-410 51�AL L 67ATHERINO ROOIvl INTERIOR ELEVATIONS 15/04/2021 SGALE: 1/2"" = I '-O" PROJECT ENGINEER: de in CM,Engineering&Consfiuction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York•11714 516.513.1313 -516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation "altered by" followed by his signature, the date of alteration, and a specific description of the alteration. OF / PAINTED SHEETROCK REVISIONS DATE \ PAINTED WOOD \\ 1= 0 `\\ /' VINYL TILE i Li \ i \ ,Ij fir ' �+ 1 ISSUED TO: el I�'C N INT 1 I VATIO 0 A 82 KITCHEN � T �2.1 "r V 1 �®.1i TOWN OF SOUTHOLD PLANNING 4-1-22 • A-412 1l2"=1'-e" A-412 — ------------ -------- „_ , 1/2 -1 -8 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 I j iI PAINTED SNEETROCK - - PROJECT: C FIRST UNIVERSALIST - --- -- CHURCH OF SOUTHOLD --------- ------- --- _ 51970 MAIN RD, SOUTHOLD NY 11971 VINYL TILE \ DRAWING TITLE: KITCHEN \ — - ------- -- - -------- --- ----- --- -- - INTERIOR ELEVATIONS l - - SCALE: Z,* 83 ITC N INTERIOR 11 ATI®N C e4 I�"CH N INS I VATON N A-412 1/2"=1'-e" A-412 1/2"W-e" S C ALE: 1 /2"= 1 '-0" a DRAWN BY: PS R o AR�y CHECKED BY: RMC r ` FILE NO. �_-✓�. PROJECT NO. DRAWING NO. DATE: A-41 1 < ITCHEN INTERIOR ELEVATIONS 15/04/2021 5GALE: 1/2"" = 1 '-OI' PROJECT ENGINEER: A A 49Aivi/Engineeiinq B Construclion Managemenf de Bruin Engineering, P.C. 3-112" GROWN 1400 Old Country Road-Suite 106 Westbury-New York-11714 I"X8" FASCIA 516.513.1313 •516.579.2574 Fax • 11 -' T \- I. It is a violation of Section 7209 of the - If New York State Education Law for any :_\ �._,I_ -_� person, unless he is acting under the I T \ ! T J direction of a licensed professional engineer, to alter any item on this 3-1l2" GROWN drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering 4" RAKE engineer shall affix his seal to the b" FRIEZE drawing with the notation "altered by" J followed by his signature, the date of alteration, and a specific description I of the alteration. I I -I}— \ �\� I \\ I •PJ I I I I I i I I I I I I I 3 � I I it I I I I I'I I I i i I I II I I I I III' I I � I I Ili co ,). REVISIONS DATE b , 'F— i r I I I I I I I I , I I X I I - �I I I I I II 11._ I I INd I � I I , l GUTTER U ER CI I 8 RETURN SECTION A-A — i A I"XS" FASCIA �n in 3-1/2" CROWN FRIEZE ISSUED T0: T_OP OF SUBFLOOR ELEVATION - - - -- -- --- -- — - -------- --- --- ---- - - -- - -- - �P e'-e' FRONT ELEVATION TOWN OF SOUTHOLD PLANNING 4-1-22 N' CONTRACTORS FOR MEETING 1 1-11-23 - TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 3 - GUTTER — ,� 0' I"X8" FASCIA CRAWL SPACE ELEVATION 3-1/2" CROWN 4 •. FRIEZE I i --- --- - — - — OIL 50TTOM OF FOOTING 9, 1 2, 10 4, �„ 2, \ PROJECT: 2' SECTION A-A PLAN VIEWRIGHT SIDE ELEVATION FIRST UNIVERSALIST CHURCH OF WALL DETAIL OGULUS DETAIL SOUTHOLD 1 SCALE: 1/2" = 1`-0'1 2 SCALE: 1/2'j = 1j-0" 51970 MAIN RD SOUTHOLD, NY 11971 DRAWING TITLE; - J- ._ _ 1 \} DETAILS 1 l l J`._1J`.--- r T. _ _ _ __ `--II-.� � � � � �_ •_ 1. /� )� i� /�._ --, ,'• , � r - T I ( J I �- I T I ff r _ ,. }. f SCALE: I i T - TAT SCALE . AS SHOWN 71 t N _T_' DRAWN BY: \J. 1 D a PS l � �._ r ^ ^ \ 7 CHECKED BY: I Q ,Cl- ., C1 � I RMC I � I J._ J _ ,• J } ) IIf TI I`I L. lII -�_�-- ��� - \ �. , -'` FILE NO. 1— 8„ 2,1„ 14„ 2,_2„ 4„ 2,-2„ 4, 2'-2„ 4„ 2'-2„ 1„ PROJECT NO. DRAWING NO. DATE: A-5 01 MEETING ROOM DORMER DETAIL ATTIC DORMER DETAIL 15/04/2021 3 SCALE: 1/2„ = V-0" 4 SCALE: 1/2'1 = 1I-0jj PROJECT ENGINEER: Civi/Engineering B Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 A A< < Westbury-New York-11714 516.513.1313 -516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any 3'-2" 1" person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is — altered under the direction of a professional engineer, he altering engineer shall a t affix his seal to the drawing with the notation "altered by" followed by his signature, the date of alteration, and a specific description �4" 4„ ,„ 4„ d„ Q of the alteration. N 01 — i \ N p� �— v v 0 a 0 p Cq G o n REVISIONS DATE o ILI L11-111-U-1 0 I c. c 0 0 14 Q� 0 � a p. A - - - - - - - - - - - - - - - - - - �� ° ISSUED TO: SECTION A—A TOWN OF SOUTHOLD PLANNING 4-1-22 A CONTRACTORS FOR MEETING 1 1-11-23 SECTION A-A TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 GOTHIC ARCH DETAIL PEDESTAL DETAIL SCALE: 1/2" = 1'-0'' 2 SCALE: 3/4" = 1'—V" A A�T PROJECT: FIRST UNIVERSALIST CHURCH OF SOUTHOLD 51970 MAIN RD, ' SOUTHOLD, NY 11971 — - DRAWING TITLE: DETAILS 2 \ 8„ 2'-412" 8„ tV SCALE: II � �. SCALE : AS SHOWN 8„ 2,_4/„ 8„ ° d DRAWN BY: _ PS ��,���D aR�ti. CHECKED BY: \ ( RMC � it 2 —�� it �� 2 —�� it FILE NO. �4 /�o 4 4 /�o 4 i - 40 4 PROJECT NO. DRAWING NO. SECTION A-A \ � _ FRONT ELEVATION � DATE: A-502 STEEPLE- DETAIL WALL SASE TRIM 1 DETAIL 15/04/2021 3 SCALE: 1/2" = 1'-0'' SCALE: 1'' = 1'—V" PROJECT ENGINEER: de yri n Civil Engineering&Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 \ Westbury•New York•11714 \ 516.513.1313 •516.579.2574 Fax I[L \ It is a violation of Section 7209 of the 11 1 New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is 8" FASCIA altered under the direction of a professional engineer, the altering I f 3-1/2" CROWN engineer shall affix his seal to the / drawing with the notation "altered by" followed by his signature, the date of 4" RAKE alteration, and a specific description - of the alteration. 3-112" CROWN \ fo" FRIEZE J / \ / REVISIONS DATE I GUTTER i 4 OJ 1 XS FASCIA � P R ECT O I N 3 1/2 GROWN FRIEZE ISSUED TO: FRONT ELEVATION TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 EAVE DETAIL P MEETING HOUSE FRONT ELEVATION FRAGMENT 1 SCALE: 1" = 1'-0'' 2 SCALE: 1/2" = 1'-8'' 3-1/2" CROWN I'W" FASCIA PROJECT: FIRST UNIVERSALIST CHURCH OF / 8" 13RACKET SOUTHOLD 3-1/2" CROWN 51970 MAIN RD, 8" FASCIA SOUTHOLD, NY 11971 3-1/2" CROWN DRAWING TITLE: /4/5 6" FRIEZE / DETAILS 3 i � \ SCALE: SCALE : AS SHOWN " �1 T- I .I_ `_' 3-1/2" GROWN ^—_a.-., - -_ _ DRAWN BY: _ ' I SOFFIT GUTTER PS \y� �o M caca, ti �o �F 1 XS FASCIA YN 8 RETURN CHECKED BY. 3-1/2" GROWN 1"X8" FASCIA RMC �� 3-1/2" CROWN FRIEZE t FILE NO. I X6 FRIEZE SIDE ELEVATION SECTIO PROJECT NO. DRAWING NO. DATE: A-502 SIDE ELEVATION FRAGMENT — 15/04/2021 3 SCALE: 1l2'' = 1'-0'' SCALE: 1" = 1'-0" PROJECT ENGINEER: de IN n_ TOP OF PLATE _ _ _ ___--- - � „ 1 ,, /\,: ; T Civi/Engineering&Construction Management +29-3 de Bruin Engineering, P.C. � 1400 Old Country Road-Suite 106 l Westbury-New York•11714 1 I J 516.513.1313 •516.579.2574 Fax It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation "altered by" followed by his signature, the date of alteration, and a specific description of the alteration. REVISIONS DATE ISSUED TO: TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 r TOP OF PLATE -` +8-8 - - - - 1' PROJECT: FIRST UNIVERSALIST CHURCH OF SOUTHOLD TOP OF SUBFLOOR ELEVATION 51970 MAIN RD, e ems_--.--_---__------- �-- SOUTHOLD, NY 11971 DRAWING TITLE: L` WALL SECTIONS TOP OF SUBFLOOR ELEVATION INSTALL DAMPROOFING AT FOUNDATION WALL_ PROTECT WITH '+ 2 R-le POLYSTYRENE INSULATION Pi SCALE: 2 CONCRETE SCREED COAT SCALE: 1 /2"= 1 '-0" CRAWL SPACE ELEVATION INSTALL DAMPROOFING AT < FOUNDATION WALL. PROTECT WITH BOTTOM OF FOOTINGS 2" R-10 POLYSTYRENE INSULATION D �- - - RAWN BY. -,-2 2" CONCRETE SCREED COAT PS BRED At c 8„ 8„ CHECKED BY 2' CRAWL SPACE ELEVATION RMC �a BOTTOM OF FOOTING s FILE N0, PROJECT NO. DRAWING NO. 2' DATE: A-504 WALL :SECTION TROUGH THE MEETING ROOM UJ,4LL SECTION ti�OUC�I-I THE KITCHEN 15/04/2021 SCALE: 1/2" = 1'-01' 2 SCALE: 1/2" = 1'-0', PROJECT ENGINEER: , de J3 a-?i rt CiviiEngineering B Construction Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York•11714 516.513.1313 •516.579.2574 Fax , It is a violation of Section 7209 of the New York State Education Law for any ,- person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is -- altered under the direction of a professional engineer, the altering engineer shall affix his seal to the drawing with the notation "altered by" followed by his signature, the date of ' alteration, and a specific description of the alteration. CEILING DRYWALL TAPED TO WALL DRYWALL DRYWALL CAULKED, GLUED OR GASKETED TO TOP PLATE C) CD CD REVISIONS DATE DRYWALL CAULKED, GLUED OR GASKETED TO BOTTOM PLATE BOTTOM PLATE CAULKED OR GASKETED TO SUBFLOOR SU5FLOOR GLUED, CAULKED OR GASKETED TO RIM ISSUED T0: JOST/RIM CLOSURE JOST/RIM CLOSURE GLUED, CAULKED OR TOWN OF SOUTHOLD PLANNING 4-1-22 GASKETED TO TOP PLATE CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 DRYWALL CAULKED, GLUED OR GASKETED TO TOP PLATE 1 TYPICAL OPENING THAT SHOULD 5E SEALD 2 AIR SEALING AT DOU5LE WALLS NOT TO SCALE SCALE: 1-1/2" = V-011 PROJECT: FIRST UNIVERSALIST VENTILATED AIRSPACEL CHURCH OF SOUTHOLD INSTALL RIGID INSULATION CUT TO FIT -' 51970 MAIN RD BETWEEN THE RAFTERS. FOAM SEAL ,-' , 50TH SIDES ALONG RAFTER WITH ,-' SOUTHOLD, NY 11971 EXPANDING FOAM SEALANT. ,�' MAINTAIN EQUAL VENT SPACE FOR LENGTH OF RIGID INSULATION ,'� DRAWING TITLE: , , , , , EAVE BAFFLE SEALING DETAILS INSTALL I" RIGID INSULATION R-49 13ATT 112" GYPSUM BOARD VERTICALLY TO CONNECT INSULATING IX4 5LOCKING SHEATHING TO RIGID INSULATION BAFFLE. FOAM SEAL BOTH JOINTS , , , , SCALE: g , - , SCALE : AS SHOWN INSULATED EXTERIOR WALL EXTERIOR WALL SHEATHING DRAWN BY: _ CONTINUOUS BEAD OF SEALANT PS \���R tiDcy� 1-1/2" RIGID INSULATION CHECKED BY: EXTERIOR INSULATED WALL RMC r FILE NO. PROJECT NO. DRAWING NO. DATE: A-5 0 5 3 2-STUD CORNER WITH 1 X4 SACKER � I" EXTERIOR INSULATION SHEATHING AS ATTIC EAVE 5AFFLE AND VENT 15/04/2021 SCALE• 1-1/2" = V-0,, PROJECT ENGINEER: de rfi rt Civi/Engineering B ConSti dion Management de Bruin Engineering, P.C. 1400 Old Country Road-Suite 106 Westbury-New York-11714 PERFER FACE STAPLED 516.513.1313 -516.579.2574 Fax INSULATION GATT BACK OF SPRAY It is a violation of Section 7209 of the AROUND WIRE New York State Education Law for any SIDE STAPLED person, unless he is acting under the INSULATION SPRAY direction of a licensed professional engineer, to alter any item on this DOUBLE (STAPLED NO MORE CUT OUT GATT TOP-PLATE THAN 1/4" FROM EDGE) TO FIT SNUGLY altered under the direction of a AROUND WALL cawing in any way. If the drawing is professional engineer, the altering UNFACED OUTLET 1/2" GYPSUM BOARD engineer shall affix his seal to the INSULATION ! 2 STUD tX4 BLOCKING drawing with the notation "altered by" followed by his signature, the date of "ENERGY alteration, and a specific description c j j CORNER" WITH I• DRYWALL of the alteration. j CLIPS SUBFLOOR 1/2" FOAM 2" OF FOAM ADHESIVE CAULK SHEATHING SHEATHING FLOOR JOIST INSULATED EXTERIOR WALL CUT TO FILL SPRAY VOID INSULATION EXTERIOR WALL SHEATHING CAULK BOTTOM INSULATED AND AIR SEAL PLATE OR USE BAND JOIST AREA SILL GASKET BETWEEN FLOORS REVISIONS DATE INSULATED HEADERS TYPICAL WALL SPRAY INSULATION 2-STUD CORNER WITH 1 X4 SACKER 1 NOT TO SCALE 2 NOT TO SCALE 3 SCALE: 1-1/2" = 1'-@'' AS PER BUILDING DEPT. COMMENTS 16-15-23 ISSUED TO: TOWN OF SOUTHOLD PLANNING 4-1-22 MANUFACTURED RECESSED LIGHT ENCLOSURE ATTIC INSULATION CONTRACTORS FOR MEETING 1 1-11-23 ATTIC TRUSS TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 ATTIC INSULATION WOOD TRUSS FRAMING SHEATH INTERIOR OF ATIC ACCESS TO +1" OF INSULATION LEVEL X X K X 1" RIGID INSULATION EXPANDING FOAM SEALANT AT PERIMETER i ACCESS PANEL CONTINUOUS BEAD OF SEALANT DRAW ACCESS PANEL SNUG DRYWALL CEILING WITH PERIMETER SCREW RECESSED LIGHTING FIXTURE TRIM AS REQUIRED i FINISH CEILING 1 j PROJECT: FIRST UNIVERSALIST i CHURCH OF SOUTHOLD AIR SEALING AT RECESSED LIGHTING IN ATTIC AIR SEALING AT ATTIC HATCH / FINISH SCREWS 51970 MAIN RD, SCALE: 1-1/2" - 1'-8'' � SCALE: 1-1/2" - 1'-e" SOUTHOLD, NY 11971 I DRAWING TITLE: PLUMBING j PIPE ELECTRICAL ENERGY CODE WIRE DETAILS TOP TOP PLATE PLATE --------_ __ SCALE: WALL SCALE : AS SHOWN STUD --------- WALL = EXPANDING STUD FOAM DRAWN BY: _ SEALANT IDS �5��a�NO Agcy � �C9 ��o� �C► CHECKED BY: EXPANDING FOAM RMC SEALANT i i FILE NO. i i I 1 PROJECT NO. DRAWING NO. i DATE: A-506 AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION 15/04/2021 SCALE: 3" = 1'-e" SCALE: 3'' = 1'-e" PROJECT ENGINEER: -- d e -�fi n FINISH SCHEDULE: WINDOW SCHEDULE C/v./ 911;eei117g B Construction Management ROOM ROOM FLOOR WALLS CEILING WAINSCOT EASE CROWN NOTES WINDOW ROOM ROOM QUANTITY RO MFR. FRAME KEY NOTES de Bruin Engineering, P.C. NAME NO MOLDING MOLDING TYPE NAME NUMBER SIZE NUMBER TYPE 1400 Old Country Road-Suite 106 LUALK-OFF MATT W CALIVINYL U5E CALIY Westbury•New York-11714 VESTI5ULE I PRO PLANK BOARDER PAINTED SHEETROCK PAINTED SHEETROCK PAINTED PANELING PAINTED WOOD PAINTED WOOD BOARDER 4 " LX " # A MEETING ROOM 1 b 3'-0" X 1'-4" FG CASEMENT 516.513.1313 -516.579.2574 Fax MEETING ROOM 2 CALIVINYL PRO PLANK PAINTED SHEETROCK STAINED WOOD PAINTED PANELING PAINTED WOOD TRUSSES - STAINED WD OR PAINTED WD 5 CHAIR STORAGE, ADMIN OFFICE 4,fo 3 2'-6" X 4'-5" TW2442 FG DOUBLE HUNG it is aof CHANCEL 3 CALIVINYL PRO PLANK PAINTED SHEETROCK STAINED WOOD PAINTED PANELING PAINTED WOOD PAINTED WOOD 48" L X 1 114" W MODEL# 1904501400 C MINISTERS OFFICE 5 1 12'-1" X 4'-5" (2) TW20421TW34421(2) TW2042 FG DOUBLE HUNG New York1 ation State Education Lawof Section9he for t any under CHAIR STORAGE 4 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 1114" W MODEL# 1904501400 p VESTI5ULE 8 2 l'-6" X 4'-1" CR14 FG PICTURE de a tion ofess a licenlsedctin p of ssiional e MINISTERS OFFICE 5 BROADLOOM CARPET PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD E ACCESSIBLE RESTROOM, DORMERS 10,11 15 2'-1" X 2'-1" CI 2 FG CASEMENT engineer, to alter any item on this drawing in any way. If the drawing is CL 5A PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD F SMALL GATHERING PLACE 15 2 1'-b" X 3'-9" (3) TW243fo FG DOUBLE HUNG altered under the direction of a professional engineer, the altering ADMIN OFFICE 6 BROADLOOM CARPET PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD G KITCHEN 16 4 2'-1" X 3'-9" TW2436 FG DOUBLE HUNG engineer shall affix his seal to t h e drawing with the notation "altered by" CL 6A PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD H RESTROOM 26 I I'-9" X 4'-I" C14 FG CASEMENT followed by his signature, the date of L055Y 1 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD 46" L X 1 114" W MODEL # 1904501400 alteration, a n d a specific description I ADMIN OFFICE 6 I 3'-I'" X 3'-9"' TW21036 FG DOUBLE HUNG of the alteration. CL 1A CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 1 114" W MODEL # 1904501400 J MEETING ROOM 1 1 0 4'-0" FR40 FG CL 15 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 1114" W MODEL # 1904501400 K ATTIC 23 2 8'-0" X 4'-1" TW20310ITW2103101TW20310 FG DOUBLE HUNG VESTI5ULE 8 PRO PLANK BOARDER CALIVI Y PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD YINYL PRO FLANK 4 # 4 L ATTIC (DORMER) 23 1 2'-1'" X 3'-AT WALK OFF MATT lo" CI35 FG CASEMENT BOARDER GALLERY '5 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD 48" L X 1114" W MODEL# 1904501400 M CUPOLA 4 2'-5" X 5'-1" CW15 FG CASEMENT CL 9A CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 1114" W MODEL# 1904501400 CL 95 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 1114" W MODEL# 1904501400 ACCESSIBLE RESTROOM 18 G R MIC TILE PAINTED SHEETROCK PAINTED SHEETROCK 5EAD50ARD WAIN PAINTED WOOD PAINTED WOOD MARBLE THRESHOLD ACCESS15LE RESTROOM Il CERAMIC TILE W PAINTED SHEETROCK PAINTED SHEETROCK 5EAD50ARD WAIN PAINTED WOOD PAINTED WOOD MARBLE THRESHOLD REVISIONS DATE JAN. CLOSET 12 PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD STAIR 13 CA VIVINYLE PRO PLANK AT FLOORIPAINTED PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD FINE TREA051R15ER5 AT 5TAIR SMALL GATHERING ROOM 15 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD MODELWOOD CHAIR RAIL 5UILT-IN FAINTED W7 # KITCHEN I6 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 1114" W MODEL# 1904501400 FOYER 11 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 1114" W MODEL # 1904501400 RESTROOM 18 CERAMIC TILE W1 PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD PAINTED WOOD v Y MARBLE THRESHOLD SOURCED AT LOWEF VESTRY 19 CALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 1114" W MODEL # 1904501400 RESTROOM 28 CERAMIC TILE W1 MARBLE THRESHOLD PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD SOURCED AT LOWEF Y CLOSET ALIVINYL PRO PLANK PAINTED SHEETROCK PAINTED SHEETROCK PAINTED WOOD 48" L X 1 114" W MODEL# 1904501400 ISSUED TO: SIDE ENTRY 22 TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 DOOR SCHEDULE DOOR ROOM ROOM INT/ DOOR DOOR DOOR FRAME HARDWR LA5LE KEY NUMBER NAME NUMBER EXT. TYPE SIZE CONST. TYPE TYPE RATING NOTES 101 VE5TI5ULE I EXT DI (2) 3'-0" X 8'-0" - - - - GLAZED LOW E GLASS - (2)1' X 8 MATCHING 51DELJTES THERMA-TRIU - 6 - 3300 - G- SQUARE102 ME-TING ROOM 2 INT. D2 (2) 3'-0" X 8'-0" MDF WD FREMI 00 STICK STICKING) 103 VE5TI5ULE I EXT. D3 3'-0" X 8'-0" MDF WD - _ F15ER-CLA65IC-MAHOGANY COLLECTION AS MFR D 5Y THERMA-TRU - 6 LITE SDL 12 PANEL SHAKER ENLITEN FLUSH GLAZED LOW E GLASS 104 RESTROOM 20 INT. D4 2'-8" X 5,-0 It MDF WD - - IUM MI;)F DOORS AS MANUFACTURED5Y TRU5TILE - PAINT G - T53300 - C-55 kFLATQ UAAS STICK STICKING) 105 CLOSET 21 INT. 04 2'-8 X 8'-0" MDF WD - - PREMIUMOOR$ AS MANUFACTURED 5Y TRUSTILE - FAINT G - T533eO - - Q STICK STICKING) 10(o CHAIR STORAGE 4 INT. 05 (2) 3'-0" X 8'-0" MDF WO - - PREMIUM MDF DOORS AS MANUFACTUREE5 Y TRUSTILE - - T533ee - C-65 (FLAT PANEL SQUARE PROJECT: STICK STICKING) 101 MINISTERS OFFICE 5 INT. Dro 3'-0" X 1'-0" MDF WO - - PREMIUMOORS AS MANUFACTURED 5Y TRUSTILE - FAINT G - T533ee - C-66 (FLAT PANEL SQUARE FIRST UNIVERSALIST 108 ADMIN OFFICE 6 INT. Dlo 3'-0 X 1-0+ ", MDF WD - - STICK STICKING) CHURCH O F +, I F DOORS S G 5Y I - I G - 53300 - C- S F Q 109 VE5TI5ULE 8 EXT. 01 3'-0" X 1'-0" MDF WD _ - STICK STICKING) Y COLLECTION AS MPROD` Y THERMA-TRU - >o SOUTHOLD GLAZED LOW E GLASS - (2) I X 8 MATCHING SIDELITES 110 L0135Y 1 INT. DS 3'-0" X 1'-0" MDF WD - - F;;IREMIUM NPF DOORS AS MANUFACTURED5Y TRU5TILE - FAINT G - T533eO - C- SQUARE STICK STICKING) 51970 MAIN RD, III ACCE55I5LE RESTROOM 10 INT. D(o 3'-0" X 1'-0" MDF WD - - PRE ISTICKIN DOORS AS MANUFACTURED Y - G - 3300 - - SOUTHOLD, NY 11971 STIC112 JAN. CLOSET 12 INT. D4 2,4' X 1'-0" MDF WD - - PREMIUMO Y TRUSTILE - FAINT G - T533ee - C- Q STICK STICKING) DRAWING TITLE: 113 AC(:ESSIBLE RESTROOM 11 INT. D(o 3'-0" X 1'-0'" MDF WD - - PREMIUMF DOORS AS MANUFACTURED5Y TRU5TILE - FAINT G - T533e0 - C-55 kFLAT PANEL SQUTR7__ STICK STICKING) PREMIUMF O C 5Y I - I G - 53300 - C-SSSQUARE 114 STAJR 13 INT. D9 3-0 X 1-0 MDF WD - IH RATED STICK STICKING) FINISH SCHEDULE ; 115 GALLERY S EXT. D1 3'-0" X 1'-0" MDF WD - _ F15ER-C ASSIC-MAHOGANY COLLECTION DOOR SCHEDULE AS MF lJ D Y THERMA-T - 6 LITE SDL 12 PANEL SHAKER NLIT N FLUSHGLAZED, LOW GLASS 111 SMALL GATHERING ROOM 15 INT. D(o 3'-0" X 1'-0" MDF WD - PREMIUM MDF DOORS AS MANUFACTURED 5Y TRUSTI E - FAINT GRADE - T533490 - C-SS kFLAT ffANEL SQUARE STICK STICKING) 118 KITCHEN 16 INT. D6 3'-0" X 1'-0" MDF WD - - PREMIUM MDF DOORSC 5Y TRUSTILE - FAINT G - T53300 - -56 (FLAT PANEL SQUARE STICK STICKING) 119 KITCHEN Ib INT. DI0 _ _ I F O C 5Y I - G - 3300 - C- SQUARE (2) 3'-0'" X 8'-0" MDF WD STICK STICKING) SCALE: 120 FOYER 11 EXT. D1 3'-0" X 1'-0" MDF WD - - F15ER-C ASSIC-MAHOGANY CO ECTION F AS MFR'D Y THERM -T U - (o LIT SDL 12 PANEL SHAKER ENLITEN FLUSH GLAZED. LOW E GLASS 121 MEETING ROOM 2 INT. DI I (2) 3'-0" X 8'-0" MDF WD - - PREMIUMO F G 5Y I - I G - 3300 - G-S Q SCALE : N T S STICK STICKING) PREMIUM MDF DOORS S MANUFACTURED 5Y TR TI - I GRADE - T53300 - C-SS (FLAT SQ RE M 122 MEETING ROOM 2 INT. D6 3-0 X 1-0 MDF WD - - STICK STICKING) 123 CHANCEL 3 INT. D6 3'-0" X 1'-0" MDF WD - - PREMIUMF DOORS, AS MANUFACTURED5Y TRUSTILE - PAINT G - T933eO - G- SQUARE STICK STICKING) PREMIUMF DOORS AS MANUFACTURED 5Y TRU5TILE - FAINT G - T933eO - C- Q DRAWN BY: _ 124 VESTRY 19 INT. D(o 3-0 X 1-0 MDF WD - STICK STICKING) .:RED Aq 125 RESTROOM IS INT. DI2 2'-8" X 1'-0" MDF WD - - PREMIUMO C 5Y I - I G - 3300 - C-S Q PScac�,c'S� STICK STICKING) 125 MECHANICAL ROOM 24 INT. D9 3'-0" X 1'-0" MDF WD - IH RATED PREMIUM MDF DOORS AS MANUFACTURED 5Y TRUSTILE - PAINT GRADE - T53300 - C-SS (FLAT PANEL SQUARE CHECKED BY: ¢ �` STICK STICKING) � i�` .•, RMC FILE NO. PROJECT NO. DRAWING NO. DATE: A-601 FINISH Sc-111HEDULE; 1'�)00 S(f/HEL_,)UL 15/04/2021 SCALE: NTS PROJECT ENGINEER: LIGHTING SCHEDULE LIGHTING SCHEDULE d n__ Engineering&Conslr CAOn Management LIGHTING IMAGE LOCATION TYPE COUNT INT/ KEY LIGHTING IMAGE LOCATION TYPE COUNT INT/ KEY de Bruin Engineering, P.C. EXT. NOTES EXT. NOTES 1400 Old Country Road-Suite 106 Westbury-New York•11714 516.513.1313 • 516.579.2574 Fax ENTRY VESTIBULE PENDANT I INT ACCESSIBLE RESTROOM WAS � LIGHT 2 INT. It is a violation of Section 7209 of the New York State Education Law for any person, unless he is acting under the direction of a licensed professional engineer, to alter any item on this drawing in any way. If the drawing is MEETING ROOM PENDANT 8 INT. JAN. CL RECESSED altered under the direction of a 2 INT. professional engineer, the altering UCsHT G engineer shall affix his seal to the drawing with the notation "altered by" followed by his signature, the date of alteration, and a specific description of the alteration. MEETING ROOM WALL 10 INT. ATTIC STAIR WAH 4 INT. 0 LIGHT EE LIGHT CHANCEL WALL 2 INT. SMALL GATHERING PLACE PENDANT 3 INT. 0 LIGHT 15 1,X4, REVISIONS DATE CHAIR STORAGE 4 INT, KITCHEN LED PENDANT 3 INT. 0 TROFFER b MINISTERS OFFICE RECESSED $ INT KITCHEN RECESSED 0 CEILING CEILING le INT. LIGHT 6 LIGHT RECESSED MINISTERS OFFICE FOYER PENDANT 1 INT. CEILING " INT. ISSUED TO: LIGHT TOWN OF SOUTHOLD PLANNING 4-1-22 CONTRACTORS FOR MEETING 1 1-11-23 RECESSED RECESSED TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 ADMIN OFFICE g INT, RESTROOM AND VESTIBULE CEILING 0 CEILING 18 LIGHT 4 INT. LIGHT ADMIN OFFICE RECESSED PENDANT I INT. VESTRY CEILING 2 INT. F11-1 LIGHT LOBBY RECESSED 15 INT. VESTRY CEILING UJALL 2 INT. LIGHT 19 LIGHT LOBBY RECESSED PROJECT: PENDANT I INT. RESTROOM CEILING a za LIGHT 2 '"T FIRST UNIVERSALIST CHURCH OF SOUTHOLD VESTIBULE PENDANT I INT. CLOSET WALL 2 INT. 51970 MAIN RD, 71 LIGHT SOUTHOLD, NY 11971 DRAWING TITLE: GALLERY RECESSED 12 INT. RECESSED 0 CEILING SIDE ENTRY CEILING 2 EXT. LIGHT Zz LIGHT SCHEDULE LIGHTING SCHEDULE RECESSED INT. FRONT ENTRANCE WALL 2 EXT, SCALE: ACCESSIBLE RESTROOM 3 INT F 1A LIGHT LIGHT » SCALE: NTS t� ACCESSIBLE RESTROOM WALL 2 INT. PIER R e LIGHT LANTERN MOUNT 2 EXT. DRAWN BY: _ LIGHT pED AqC PS ti, a CHECKED BY; ACCESSIBLE RESTROOM RECESSED 3 INT. CEILING EAST PORCH PENDANT EXT. RMC 0 � . LIGHT FILE NO. PROJECT NO. DRAWING NO. DATE: A-6 0 2 L E(��T I �AL L 165HTI I (� 5(f.,HE�UL 15/04/2021 SGALE: NTS GENERAL CONDITIONS .4 COMPACT EACH 501L LAYER TO AT LEAST THE SPECIFIED MINIMUM DEGREE. REPEAT PROCESS UNTIL PLAN GRADE 15 ATTAINED. DAMPPIROOFING 5 DO NOT PLACE BACKFILL OR FILL MATERIAL ON SURFACES THAT ARE MUDDY, FROZEN OR GONTAINI'M6 MOST OR ICE, PROJECT ENGINEER: 1. DRAWIN55 h PLACE BACKFILL AND FILL MATERIALS EVENLY AP14GENT TO 5TRt1GTURE5 TO REQUREP ELEVATIONS. TAKE CARE TO PREVENT 1. FURNISH AND INSTALL MA571C DAMPPROOFIN6 ON EXTERIOR SIDE OF CONCRETE FOUNDATION WALLS. MASTIC SHAD. BE TYPE 1, GLASS .1 IT 15 THE INTENTION OF THESE DRAWIN65 AND NOTES TO PROVIDE FOR THE 66MPLETE CONSTRUCTION OF THE RESIDENCE,INCLUDING WEDGING ACTION OF BACKFILL A6AIN5T THE 5MC.TURE BY CARRYING THE MATERIAL UNIFORMLY AROUND THE STRUCTURE TO E3 TROWEL GRADE PRtMM ASPHALT MASTIC A5 MA LF-ACTt1RED BY YARNAGK CHEMICAL CORPORATION' OR EGIU1VALENT, EVERY ITEM 5HIOWN,REASONABLY IMPLIED,OR REQUIRED TO COMPLETE ALL WORK. SHOULD ANYTHING BE OMITTED FROM THE APPROXIMATELY THE SAME ELEVATION IN EACH LIFT. 2. WHERE EXCESSIVE 61RO" WATER 15 EW-01I[TERED,CONTACT ARGHITEGT FOR PROPER INSTALLATION OF A WATERPROOFING dei DRAWING,WCESSARRY TO THE PROPER GON5TR UCTION OF THE WORK HEREIN DE RIBM, IT SHALL BE THE RESPONSIBILITY OF THE .7 WHERE THE CONSTRUCTION INCLUDES BASEMENT OR OTHER UNDERGROUND HALLSHIAVIN6 STTRU67URAL FLOORS OVER THEM, DO NOT MEMBRANE, DO NOT E3AGKFILL IF PERCHED OR EXCESSIVE WATER CONDITION 15 SUSPECTED OR ENC,C�IINTE12ED. CONTRACTOR TO NOTIFY THE ARCHITECT. E'IAGKFILL SUCH WALLS UNTIL THE 5TRI11GTURAL FLOORS ARE IN PLACE AND HAVE ATTAINED UFFICIEMNT STRENGTH TO SUPPORT THE civi/Engineering B Consfiucfion Management 2 DO NOT SCALE DRAWINGS. WRITTEN DIMEIN510MN5 SUPERSEDE SCALED 0IMEN506. WALLS. 2. PERMITS, FEES,APPROVALS 12. DEGREE OF COMPACTION REQUIREMENTS: INSULATION de Bruin Engineering, P.C. I CONTRACTOR SHALL OBTAIN A BUILDING PERMIT FROM THE LOCAL TOWN OR VILLAGE PRIOR TO STARTING ANY WORK, .1 STRUCTURAL FILL% DEN5IFY ALL STR2UCTIIRAL FILL, INCLUDING RRI GOM PAATED EXISTING FILL AND BA(KFILL,TO A MINIMUM DECIREE 1400 Old Country Road-Suite 106 Westbury-New York-11714 .2 ALL WORK SHALL CONFO!ZMR TO THE RREQUIREMENTS OF THE NEW YORK STATE UNIFORM FIRE P�NTIOf�I AND t�lILDING CODE AND OF COMPACTION OF "OF THE MODIFIED PROCTOR DENSITY. 1. ALL INSULATION SHALL BE FURNISHED AND INSTALLED IN ACL'.ORDANCE WITH THE REQUiREMENT5 OF THE ENERGY CATION 516.513.1313 -516.579.2574 Fax SHALL. AL50 CONFORM TO THE REQURREMENT'S OF ANY OTHER A ITHORITIE5 HAVINS JURISDICTION. 2 COMPACT THE UPPER 6'OF FILL IN PAVEMENT AREA5 TO A MINIMUM DEGREE OF C WPAGTION OF q5%OF THE MODIFIED PROCTOR CONSTRUCTION CODE OF NY STATE, 2'.2o2v 3 C("ZACTOR SHALL OBTAIN AND ARRANGE FOR ALL REQUIRED APPROVALS,CERTIFICATE-5,PERMITS, II45PECTION5,APPROVALS, DE'.N51TY. USE PROPER 50 BASE MATERIALS ONLY. 2, UNLESS,OTHERWISE NOTED-ON THE DRAWING, INSULATION MATERIALS, SHALL BE A5 FOLLOWS: TESTS,ETC FOR ALL WORK PERFORMED FROM AGENCIES AND UTILITIES HAVING JURISDICTION THEREOF. .3 UNDER BUILDING SLABS,USE ORAW-AR FILL, IF SO GALLED FOR ON THE DRAWING5. ALL EXISTING LOAM 15 TO BE iZEMOV'ED AMP It is a violation of Section 7209 of the 3. EXISTING CONDITIONS REPLACED WIT14 SELECTED CONTROLLED C.OWACTED BACKFILL AS,APPROVED BY A SOIL ENGINEER. CRA L SPACE R = 30 q" FIBERGLASS BATT New York State Education Law for any .I 6ENEFZAL CONTRACTOR SHALL CHECK AND VERIFY ALL EX ISTIN67 COMtDITIOMS AT THE SITE PRIOR TO THE STARTING OF WORK AND 13. BACKFILL IN6 FOUNOATION5 person, unless he is acting under t h e SHALL. FAMILIARIZE HIMSELF WITH THE INTENT OF THE PLANS AND SPECIFICATIONS AND SHALL MAKE All. k4ORK A6REE WITH SAME, .1 PRIOR TO THE COMMENCEMENT OF BACKFILLING EXCAVATIONS AS PROMPTLY,INSURE THAT THE FOLLOWING ARE COMPLETED; THE CONTRACTOR direction of a licensed professional NOTIFY THE ARCHITECT AND THE OWNER OF ANY AMBIONIITIES OR L715GREPAINGIES BEFORE PROGEEDIN6 A ACCEPTANCE OF C 45TRMTION BELOW FIN15H � INCLUDING,WHERE APPLICABLE,DAMPPRCOFIN6 AND WATE RPROc�FIN6 INTERIOR 2" x 4' WALLS -R = 13 3 In" FIBER.6LAS5 GATT engineer, to alter any item on this ► ITH THE WORK. IF ANY C�STICH5 ARISE BEFORE OR DURIN&CON5TRUGTION AS To THE INTENT OR DETAILS OF THE 0RAWIW6, .2 INSPECTION,TE5TINS, APPROVAL,AND RZEGORDING OF UNDERGROUND UTIL ITY LOGATIONS; drawing in any way. If the drawing i s THE CONTRACTOR SHALL CALL THE ARCHITECT FOR CLARIFICATION AND/OR INSTRUCTIONS. IF THE CONTRACTOR FAILS TO FOLLOW .3 CONCRETE FORMWORK HAS BEEN REMOVED, ROOF INSULATION RZ 30 q" FIBERGLA%BATT altered under the direction of a THE ABOVE PROCEDURE, HE SHALL A55UME ALL RESPONSIBILITY FOR THE CONSEOUENGE5 OF HIS A6T10N5 AND/OR DECISIONS. 4 SHORING HAS BEEN REMOVED; 3. INSULATION MATERIALS SHALL CONFORM TO THE FOLLOWIN6r professional engineer, the altering .2 UMLLEES'S OTHERWISE NOTED, THE EXISTING CONDITIONS SHOWN ON THE DRA}"N1+165 WARE OBTAINED FROM FIELD DIMENSIONS. .5 TRASH AND DEBRIS HAS, BEEN REMOVED; UNFAGE:D FIBERGI..ASS BATTS ASTM Gb65, TYPE I; engineer shall affix his seal to the 4. SLFE-RVIS40M .6 PLACEMENT OF HORIZONTAL BRACING ON HORIZONTALLY SUPPORTED WALL515 COMPLETE AND SAFE, KRAFT FACED BATTS A5TM G655, TYPE 111,CLA55 A;. drawing with the notation "altered by" .I THE GONTR?AGTOR SHALL PROVIDE ADEQUATE NUMBER5 OF SKILLED WORKMEN MO ARE TH094L*HLY TRAINED,SKILLED AND .77 FOGOTIMG OR OTHER DRAINAGE FACILITIES ARE IN PLACE. FOIL FACED BATTS ASTM 6665,TYPE Ill,GLA55 B. followed by his signature, the date of CAPABLE IN THE NECESSARY CRAFTS,AND H40 ARE GOM1PLETELY FAMILIAR. NTH THE SPECIFIEDREGIUIREM4ENT5 AND THE METHODS .2 ALL BACKFILL MATERIAL SHALL BE GLEAN DILL. BACKFILL TO BE FREE OF WOOD,TRASH,DEe IS AND ALL OR.6ANIC MATERIALS. 4. ALL INSULATION SHALL 13E LABELED AS TO TYPE,MANUFACTURER,AND R VALUES. alteration, and a specific description NEEDED FOR THE PROPER PERFORMANCE OF THE HORK, 14. ORADIN5 5. INSULATION o f t h e alteration, .2 THE CONTRACTOR SHALL FURNISH AND USE EQUIPMENT ADEQUATE IN SIZE,GAPAGITY AND QUANTITY NEGE%ARY TO ACCOMPLISH .1 PERFORM ALL ROUGH AND FIN15H 6RADIN6 f UtRED TO ATTAIN THE ELEVATIONS SHOWN ON THE DRAWIN65, 1 INSTALL ALL E'.XTERIOR WALL INSULATION IN ACCORDDANGE WITH THE MANUFACTURERS PRINTED INSTR XTIONS. THE Y1DP#: INCLUDED HEREIN, IN A TIMELY MANNI=R.. _? WWEF2E GI•IAN nF- 51 r ARF INDICATED ONI THE DFtA1 N16-0;, e_-tX6TRIr.T VJXLED TRANSITIONS HAVING A MINIMUM RZADV5 OF .2 INSULATION IN EXTERIOR WALLS SHALL BE M_Ar D WITHOUT GAPS OR VOIDS BETWEEN INSULATION. WHERE PIPES AND ELE6706AL .3 IN PROCURING ALL ITEMS TO BE FU IRNI5HED A5 PART OF T1415 WORK, IT 15 THE GENERA.. CONTRAGTOR'5RE5PON515IILITY TO VERIFY APPROXIMATELY 8"-0",UNLE55 ADJACENT GONS1RLrTION WILL NOT PERMIT SUCH AS TRANSITION,OR IF 5l.IG,H A TRANSITION DEFEATS DEVICES OCCUR IN EXTERIOR WALL5, PLACE INSULATION BEHIND SAME, WITHOUT INTERR1IPTION. THE DETAILED REQUIREMENTS OF THE SPECIFICALLY NAMED CODES, 5TANDARZIDS AND REFERENCES AND TO VERIFY THAT THE ITEMS P051TIVE CONTROL OF DRAINAGE. 3 INSTALL BATTS NTH FACTORY APPLIED MEMBRANE FAGEN6 THE WARM SIDE OF THE MILDIN6 SPACE. PROGUIRED FOR USE IN THIS WORK. MEET OR EXCEED THE SPECIFIEV VZOUREMENTS. .3 6RADE AREAS ADJACENT TO BUILOrN66 TO ACHIEVE DRAINAGE AWAY FROM 5TR211(T)RE5 AND TO PREVENT PONDING. A INSTALL TIGHTLY AROMP ALL EXTERIOR OPENI1465 PERIMETERS,FILL IN COMPLETELY THE SPACE BETWEEN WALL FRAMING AND A CONI ACTOR SHALL C 0PDIRATE ALL WORK, INCLUOIN5 COORDINATION WITH ANY OTHER �_,-UflCONTRAGTORS HIRED BY THE OWt1ER TI4E FRAME OF WIND, DOOR5,SLEEVES, ET(. 50 AS TO ASSURE THE PROPER AND TIMELY PERFORMANCE OF HORMK FOR THIS OVERALL SCHEDULIN5 OF THE PROJECT. 5 AFTER BATT IN--(LATM 15 COMPLETELY INSTALLED AROUND EXTERIOR OPENING, PROVIDE INSULATION 'SEALANT OVER BATTS. .5 DESIGN LOA05: ROOM OR SPACE LIVE LOAD CONCRETE 6. ,SOUND INSULATION ROOF 45; PER 50. FT, .__--__ .1 APPLY 'SOUND ItYt1L.ATION AND SOUND ATTENUATION BLANKETS WITHIN PARTITION5 GONTII11005LY WITH TIGHT JOINTS. INSULATION FIRST FLOOR 45# PER SO. FT. I. ALL CONCRETE WORK SHALL COWORM TO THE REQUIREMENT5 AND REC014ENDATTON5 OF ACI-304-84 '5PEGIFIGATION5 FOR MUST EXTEND FROM FLOOR TO CEILING, AND FOR THE ENTIRE LENGTH OF THE PARTITION WITHOUT ANY VOIDS. SECOND FLOOR 400 PER 50. FT. STRUCTURAL GONGRETE FOR BUILDIN695' ifft - 5000 PSI). .2 WEREF ELEGTRIG BOXES OR SIMILAR ITEM5 PENETRATE TIHE5E PARTITIONS, WRAP THE INSULATION AROUND 9" BOXES AND THE 2. PROVIDE 5 MIL THRIGK POLYETHYLENE VAPOR BARRIER UNDER ALL CONCRETE 5LA95 ON GRADE. LIKE 50 AS NOT TO INTERRUPT THE CONTINUITY OF THE INSULATION. 3. PRIOR TO BACKFILLIN6,TROWEL ON MASTIC DAMPPROOFINC7 AT THE EXTERIOR OF THE NEW CONCRETE WORK. 3 SEURZELY FASTEN THE INSILATION TO THE PARTITION C6N5TV4XTION. DEMOLITION 4. AFL FOOTINGS AND FOUNDATIONS SHALL REST ON UNDI5TURBED 501L WITH A MINIMUM 501L BEARING CAPACITY OF 2 TONS PER SQUARE FOOT(2,000 PSF). FOOTIN65 SHALL HAVE MINIMUM OF 3'-0'OF COVER,AS MEASURED FROM THE BOTTOM OF THE FOOTING TO THE I. CONTRACTOR SHALL VI51T THE SITE TO t7ETER.MINE THE CANDITIONS OF THE EX15TENG STRUCTURES, TO BE REMOVED, FOOT GRADE DIRECTLY ABOVE FOOTING,OR A5 OTIENZHI5E RZEZIRED 13Y LOCAL ArHORLTIE5 HAVING JURISDICTION THEREOF. *�ONOFING_AND FLASHIIIS REVISIONS DATE 2. CONDUCT DEMOLITION OPERATIONS AND THE REMOVAL OF DEBRIS HIT14 MINIMUM INTERFERENCE WITH EXISTIN6 RESIDENTS,ROADS, 5. PI�'.IOR TO THE PLACEMENT OF ANY FOUNDATION CONCRETE, THE CONTRACTOR SHALL HAVE THE LEVEL OF ACGEPTABLE BEARING STRATA 5TRZEET5, WALKS, AND ADJACENT OX4t1PIED FACILITIES. ENSURE THE SAFETY OF ALL PEfZ5016 AND BUILDING AROUND THE AREA OF VERIFIED IN THE FIELD BY AN INDEPENDENT SOIL TESTING AGENCY. 1. PROVIDE: NEW 235' ASPHALT 5H1N6LE5 AT NEW EXTENSION TO MATCH EXI5TIN6 HOUSE ROOF SHINGLES. ROOF C.OVERIN6 FIRE EXPOSURE DEMOLITION. CONDUCT OPERATIONS TO PREVENT INJURY TO AP-04E.NT BUILDINGS✓ STRUCTURES,FACILITIES, PERSONS AND FROPERTY. 6. ALL CONCRETE HORK SHALL BE POURED IN PLACE. ALL FOCTIN65 AND FOUNDATION WALLS MALL BE FORMED I151N6 WOOD FORKIORK, CLASSIFICATION FOR 2350 ASPHALT SINGLES,UL GLASS 'A' ASTM 3462. 3. PROMPTLY REPAIR ANY DAMA6E5 TO ADJACENT FACILITIES CAUSED BY DEMOLITION OPERATIONS AT NO ADDITIONAL COST TO OWNER. I. C4WR:;ETE FOOTIN66 SHALL NOT BE PLACED IN OR tRNDER HATER. 2. SHINGLES SHALL BE INSTALLED OVER ONE LAYER Or- 150 ROOFINGS FELT AND 1/2" PLYWOOD ROOF SHEATHING 4-PLY FIR,CLDX. A. USE ALL MEANS NECE55AW TO CONTROL DUST ON AND NEAR. THE WORK AND ON AND NEAR ALL LOAPIN s AREAS IS SUCH OUST 15 S. OONCRETE COMPRE59VE STRENGTH FOR ALL FOOTING, FOUNDATION WALLS, PIER, AND OTHER" 57'RUGTURAL ELEMENTS 54 ALL BE 3. ALL FLASMV- 5 REQUIRM FOR THIS WORK 5HALL BE ALUM LIM. CAU51EP BY THIS GOMRAGTOR'S OPERATION'S DURING PERFORMANCE OF THE WORK,OR IF RESOLTINS FROM THE CONDITION IN WHICH THE 3,000 PSI (FG -- 3,000 P50. CONCRETE GOMPRE5 IV'E STRENGTH FOR ALL INTERIOR SLM6 ON 6VAVE SHALL EE 5,000 F15%EXCEPT 4. PROVIDE FLASHING AT ALL'ROOF PENETRATIONS,VENTS, ETC, INiC,Lt1DINC5 STEP FLASHING FOR CHIMNEY WHERE�'Et�UIRREE?. CONTRACTOR LEAVES THE SITE. FOR 5LA135 IN GRAWJ! SPACES WHICH SHALL BE 3,500 PS#, 5. RREMOVE EX15TII+IG&UTTERS AND LEADERS AND INSTALL NEW L.EAF6t1ARD C-UTTEf. SY5TEM5 VNIT5,.032 6A,5FAMLE% ALL"", 5. GONTRACTOR SHALL BE RMPON51BL.E FOR OBTAINING, LOCATIONS OF ALL UNDERGROUND UTILITIES, 114GLUDING DRYWELL5, LAWN 4. CONCRETE SLABS ON GRADE SHALL BE 4' THICK CONCRETE, TROWELED AND FLOAT FINISHED,EXCEPT IN 5ARA6E5, WHERE SLAB SHALL COLOR BY OWNER. PROVIDE 5EAFL.E55 ALUMINUM LEADERS AND EL$OW5,COLOR TO MATCH 6UTTER5 AND PROVIDE 5PLA94 BLOCKS SPRINKLER SYSTEMS, ETC, PRIOR TO COMMENCIN6 ANY DEMOLITION. BE A MINIMUM OF 5' THICK. PROVIDE 6x&xI0AO WOVEN WIRE MESH IN ALL 5LA55 ON GRADE. A5 REQUIRED. 6. THOR.00&I-ILY MOISTEN ALL SURFACES A5 REQUIRED TO PREVENT MUST FROM BEING A NUISANCE TO THE PUBLIG,NEI&%oRS, AND 10. FURN15H AND PLACE ALL ANCHOR BOLTS,SLEEVES, INSERTS AS, REQUIRED. 1/210 A.MIGH OR BOLTS SHALL BE PLACED AT A MAXIMUM OF 3'-O" GONCkMIENT PERFORMANCE OF OTHER WORK ON THE SITE. USE WATER SPI2 WLINI6 AND TEMPORARCY ENCLO5URE5 TO LIMIT THE AMOUNT CENTERS,AND PLACED A MAXIMUM OF P-O"FROM CORNERS. OF DIRT AND DUST AR151% AND SCATTERING IN THE AIR TO THE LOVE% PRAGTIGAL LEVEL. LIMIT THE AMOUNT OF WATER USED TO 11. FV�NISHM AND PLACE ALL STEEL REINFORCEMENT AS INDICATED ON THE DRAWING. REINFORLINi6 STEEL 514A-L CONFORM TO ASTM A-615 CAULKING PREVENT HAZARDOUS CONDITIONS,SUCH A5 FLOODING. GRADE 60. 1. C.LIEAN ADJACENT STRUCTURES AND IMPROVI NTS f}F M)ST,DIRT AND DEBRIS C.AbcSF1) 13Y OFMOI ITION OPERATIONS, Arn..IAGFINT L PROVIDE GALLKIMG AND SEALANTS AS REQUIRED BETWEEN VAIZIOU5 MATERIALS AND JOINTS IN ACCORDANCE WITH INDUSTRY AREAS SHALL 13E LEFT IN CONDITION EXISTING PRIOR TO THE START OF THIS WORK. STANDARDS AND PRAGTIC.E5.b. DEMOLISH ALL PORTIONS OF THE 5TRUGTURE5 INDICATED ON THE DRAWI` AND REMOVEREMOVEALL PEER15 /~ROM 51TE. STRUCTURAL STEEL 2. SEALANT MATERIALS ISSUED To: q. PROCEED WITH DEMOLITION IN A SYSTEMATIC MANNER,FROM TIP OF STRUCTURE TO GROUND. COMPLETE DEMOLITION WORK ABOVE J SEALANT MATERIALS SHALL CONFORM TO: EACH FLOOR OR LEVEL PRIOR TO 015TURB1145 SUPPORTIN6 MEMBERS ON LOWER LEVELS. I. ALL STEEL HOW SHALL CONFORM TO THE'RZL=QUMREMENT5 OF THE AI56 05PEGIFICATION5 FOR THE DES166N, FAEIRIGATION AND ERECTION .1 SILICONE PRODXTS- FEDERAL SPECIFICATION TT-5-OO1543; 10. BREAK IMP AND REMOVE CONCRETE SLA95 ON 6RAtDE,UNLE65 0711E-RHISE INDICATED. DEMOLISH AND REMOVE BELOW 61RA1DE WOOM, OF STIRUJGTURAL STEEL FOR BUILDING.' m2 ONE COWONENT PRODUCTS: FEDERAL 5PECIFIGATION TT-2-00230G. TOWN OF SOUTHOLD PLANNING 4-1-22 METALS AND ALL OTHER MATERIALS ENCOMTERED DURING DEMOLITION. 2. STEEL PRC}L`.)t1GT5 SHALL CONFORM TO THE FOLLOWING ASTM DESIC4IATIOM6: .2 SEALANT PRODUCTS SHALL BE AS MANUFACTURED BY 'DOW CORNING CORP'OR '6ENERAIL ELECTRIC COMPANY', SILICONE PRODUCTS CONTRACTORS FOR MEETING 1 1-11-23 1I. WHERE EXISTING WALLS ARE R2;EM'IOVED OR NEW OPEENIN65 ARE, CALLED FOR IN MTIN6 WALLS PRIOR TO REMOVAL OF EX15TINS aTPXTt11R:AL STEEL......... . .�...,.».,»..A9fa DIVISION. WALLS,CEILING, BEAMS,ROOF RAFTERS, ETC. 6ONTRACTOR SHALL BRACE EXISTIN& A5 REQUIRED UNTIL NEW STRUCTURAL MEMBERS 3. ALL STEEL FLITCH PLATE5 TO BE THRU-BOLTED TO WOOD MEMBERS WITH 5/800. STEEL BOLTS AT 12" oc,STA66E�D(IF NECESSARY). 3 SEALANTS 5HALL BE ELASTIC,WA.T ROOF AND NON-O�RROSIVE. COMPOU1ND HHEN SET MUST BE FIRM Bur NOT HARD OR BRITTLE TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 AS,SPECIFIED ARE INSTALLED. 4. FLOOR L. LS,GOL" GE:NTER5,AND OFFSETS,ARE TO BE FIELD OIMEN51ONED PRIOR TO FABRICATION AND INSTALLATION. AND MUST PROVIDE LOMN5 LIFE, ELASTICITY AND COMPLETE AND PERMANENT ADHE-51ON TO THE MATERIALS ON BOTH SIDES OF THE 12. ALL ITEM5 REMOVED IN THE CONSTRUCTION SHALL REMAIN THE OWNER'S PROPERTY WITH THE EXCEPTION OF THE DEBRIS WHICH 514ALL BE JOINT. AFTER APPLICATION,THECOS MUST CO MUST NOT 5A6,CRACK,OR SHRINK UNDER ANY WEATHER CONDITIONS, NOR MUST THEY CARTED OFF THE SITE AND LE&ALLY DISPOSED OF. ITEMS OF SALVAGEABLE VALUE TO THE: CONTRACTOR MAY BE REMOVED FROM THE BE OF SUCH NATURE A5 TO STAIN OR DIS(OIAR MATERIALS TO MICH THEY ARE APPLIED. STRUGTURE(5) AS THE WORK PROGRESSES SALVAGED ITEMS MUST BE REI`RDVED FROM THE 517E AS,SOON AS THEY ARE REMOVED FROM LUMBER A SEALANTS SHALL BE OF COLORS TO MATCH ADJACENT SURFA(E5 AS SELECTED BY THE OWNER. THE STRRI ERE. 3. BACKUP MATERIALS, 13. COENTRACTOR 5HALL EXW415EE 6 M ANT TO MIINIMIZE PAMAGE TO EXISTING AREAS(INCLUDING,LAWN AM 5iRD ,I, p,REA5 I. AIL ,STRUCTURAL LUMBER SHALL BE 69-ADE MANED,AND S!IALL BE INSTALLED IN SUCH A MANNER AS, TO LEAVE GRADE MARK J ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURER'S PRINTED RZEGCMMEI•NDATIONS, FOR THE APPROVED DAMAGED ME TO NEW 6Z*6TRUCTION SHALL BE RESTORED TO THEIR ORIGINAL CONDITION, AT NO ADDITIONAL C-05T TD THE OWNER. EXPOSED. 5EALANT 5Y5TEM BELNr APPLIED, 14. PATCH A5,REQUIRED ALL AREA5 WHERE EXISTING HAS BEEN REMOVED AND/OR NER^I WORK A8UT5 EXI5TINS, 2.' ALL STRUCTURAL M,1J 94AL.L BE VGUGLA5 FIR NO. 2 OR BETTER, Fb = 6-5, E = 1,800p00;PRE55ED FOUR 5VE5 (545).UNLESS .2 BRUSH OUT ALL LOY?E 'MATERIALS US1N6 THE APPROPRIATE TOOL FOR THE 51IRFACE TO BE GLEANED, AND REMOVE ALL DIRT, C61, 15.*REMOVE ALL DEBRIS,RZUBBISH AND OTHER MATERIALS RESULTING FlzrH DEMOLITION OPERATIONS. BUR3NIW7 OF DEMOLISHED MATERIALS OTI N5E NOTED ON DRAWING. OIL,CREASE,AND OTHER L005E PARTICLES PRIOR TO APPLYING SEALANT MATERIALS, BE %IRE ALL SURFACE5 ARE DRY. "SHALL NOT BE PERMITTED. OBTAIN AND PAY FOR ALL PERMITS REOU RREP FOR REMOVAL OF DEBRIS. TRANSPORT MATERIALS RREMUV!~D 3. UNLE55 OTHERWISE NOTED ON THE DRANtN66, PLYWOOD SHEATHING SHALL BE IN ACCORDANCE WITH THE FOLLOWING: .3 INSURE THAT SURFACES ARE COMPATIBLE FOR SEALANTS BEING APPLIED AND STRICTLY FOLLOW 'SLANT MANUFACTURERS PRINTED FROM DEMOLITION AND DISPGE OFF SITE. QE5G1` MION 5PEGIE-5 „SRRADE MIN THICKNESS NO. OF PLIES IN5TRUGTION5 FOR SURFACE PREPARATION. 16. CONTRAC'TOR SHALL OBTAIN A DE516NATE P LOCATION FROM THE OWNER FOR THE PLACEMENT OF TRASH/ AND ROLL-Cq=F CONTAINERS, 5UBFLOORIN6 FIR CDX 3/4" 5 A MERE THE USE OF BAfC*J P MATERIALS ARE REGORED,USE TUBE OR ROD STOCK AS REQUIRED, HOWEVER, MAXIMUM DEPTH OF GARS SHALL BE TAKEN 50 THAT CONTAINERS DO NOT DAMAGE EXISTIN;S PAVED OR LANDSCAPED 5URFAGES RE`.SULTIW_, FROM UNDERLAYMENT FIR P d TS 318' 5ACKVP MATERIAL SHALL NOT EXCEED TWO TIME5 THE WIDTH OF THE FINISHED .JOINT. CONTAINER LOADING AND/OR U114LOADIA5 OPERATIONS, EXTERIOR WALL SHEATHING PINE (OR FfW CUx 112' 4 5 JOINT5 11. CONTRACTOR SHALL BE RESPONSIBLE IN OBTAINING THE CERTIFICATE OF OCCUPANCY- ROOF 5HEA-MIN, PINE (OR FN GDX I/2' 4 5 JOINTS UP TO 1/4" IN WIDTH AND MORE THAT 3/4' DEEP AND JOINTS UP TO 1/2" IN WIDTH AND MORE THANN 3/6- DEEP Mi15T BE FILLED lb. CONTRACTOR SHALL FILE CERTIFICATE OF HORKMEN5 CtMPEN5ATION AND DISABILITY GERTIFICATEE WITH THE EUILDIN6 DEPARTM4ENT ALL SHEATHING,MALL EXTEND OVER A MINIMUM OF TWO FRAMING BAYS,UNLESS OTHERWISE NOTED. HORIZONTAL JOINTS IN SHEATHING WITH BACKING MATERIAL. BEFORE STARTINS WORK. TO BE SUPPORTED WITH BLGCnN6, .6 DO NOT TKST OR MAID BACKUP MATERIAL5. 4. ALL WOOD 50LE PLATES,SILLS, M OTHER WOOD DIRECTLY IN CONTACT WITH CONCRETE OR MA50KRY SHALL BE TREATED LUMBEfix.. .7 PRIME 5URFA(E5R2EGEIVING SEALANT IN ACCORDANCE WITH THE SEALANT MANUFACTURERS RECOMMENDATIONS. PRIMING,WHERE 5. ALL PLYWOOD WALL SHEATHING 5HALL BE 4-PLY FIR, 10" THICK,GDX. ALL.SHEATHINGS SHALL EXTEND COVER A MINIMUM OF TWO REQUIRED,SHALL BE DONE WITH A 5RU5H OR OTHER APPROVED MEANS, THAT WILL REACH ALL PARTS OF THE JOINT TO BE FILLED Fxr.AVATLOMN FRAMI NrS BAYS. WITH COMER)[ 2. SURFACES ADJACENT TO JOINT SHALL BE MARKED FOR PROTECTION. 1. EXCAVATION SHALL INCLUDE T14E REMOVAL OF ALL MATERIALS OF EVERY KIND OR NATURE WHICH MAY BE REQUIRED FOR THE EXECUTION b PROVIDE A BOND E3REAKING MATERIAL AS,REC.OMI`-IBNDI=D BY THE SEALANT MANUFACTURER. OF THE Wf7RK. EXCAVATION SHALL INCLUDE THE REMOVAL OF ALL ROCK BOULDERS AND OTHER 085TRU6TI0N5 UP TO 1 112 CMG YARDS 1ZOU&H CARPENTRY A MASK AREAS ADJACENT TO JOINTS IF NECESSARY TO OBTAIN A NEAT SEALER LINE. PROJECT: 1O APPLICATION MAST BE BY HAND GUN OR PRESSURE EQUIPMENT ACCORDING TO MAGI IFAGTURER'S IN5TR'2MTIONS. IN SIZE. EXCAVATION WILL NOT BE GON5I1?1=RED COMPLETED UNTIL APPROVED BY INSPl:CT10N. A EXCE55 SEALANT h4;,►ST BE GLEANED FROM NON-POROUS SURFACES WHILE: IN UNCURED STATE HITH A COMMERCIAL SOLVENT. ON FIRST UNIVERSALIST 2. EXCAVATE TO 6RADE5 AS 5 N ON THE DRAWIN65. WHERE EXCAVATION 6RADE5 ARE NOT SHOWN ON THE DRA'++AN65, EXCAVATE AS, 1. ALL FRARN6 SHALL CONFORM WITH 6000 STANDARD PRACTICE5 OF PLATFORM FR2AMN65 AND COMPLY WITH THE RZEGUIEtEMENT5 FOR POROUS SURFACE5,ME-55 SEALANT MUST BE ALLOWED TO CORE AND THEM. BE REMOVED BY ABRASION OR OTHER MECHANICAL fZEQt1RED TO ACCOMMODATE THE INSTALLATION. LEVELING:REMOVE ALL RUTS, AND OTHER UNEVEN aPfACES BY SURFACE WOOD CONSTRUCTION IN THE CODE MANUAL OF THE STATE BUILDIW_7 GONST11Z.6TION GOVE. ALL R)RK SHALL BE ACCURATELY FRAMED t•IF_AW5. ALLOW SEALANT JOINT TO C.LRE FOR AT LEAST 48 HOURS. CHURCH 0 F O�RAPM PRIOR TO PLACEMENT OF FILL. PLUMB,LEVEL AND TRUE,WELL SPIKED, BRACED AND ANCHORED T06FTHER TO FORM ARI612 STR�Ti1RE. .12 5URFA655 WITH PROTECTIVE GOATIN65 TO WHICH THE SEALANT MUST BOND SHALL BE WIPED WITH A REGOM^iENDED SOLVENT TO SOUTHOLD 3. HERE DEPRESSIONS VZ-5ULT FROM THE$2EMCIVAL OF SURFACE OR 5UD5URFAGE 0857RUCTION5,OPEN THE DEPRESSION TO EQUIPMENT 2. BEARINO PARTITIONS SHALL°RECEIVE A CONTINJOU15 DOUBLE TOP PLATE,WITH LAPPED ,JOINTS NOT LE55 THAN 24`. ALL BEAR IN65 REMOVE ANY OIL DEP05IT OR PR.OTEGTIVE COATING, SOUTH 0 L D WORIKIN6 WIDTH AND REMOVE ALL DEBRIS AND SOFT MATERIAL AS,DIRECTED BY THE ARCHITECT. PARTITIONS SHALL HAVE SOLID 2" x 4' BLOCKING AND FIRE STOPS AT MITT HEIGHT BETWEEN ALL VERTICAL STUDS. PROVIDE A MINIMUM .0 CAULKED JOINT5, AFTERS THEY HAVE BEEN COMPLETELY FILLED,5HALL BE NEATLY POIwW AND FINISHED. THE EXTERIOR JOINTS 4. FI MI5H ALL FACILITIES AND MATERIALS NEEDED TO PREVENT THE EARTH AT BOTTOM OF EXCAVATION FROM BECOMING FROZEN. HEADER OF (2)2' x 8' AT ALL OPENINGS IN BEARING WALLS, UNLE55 OTHERWISE NOTED ON THE ORMINGS, SHALL BE NEATLY POINTED TO MAKE A SLIGHTLY CONCAVE JOINT,THE ED6E5 OF WHjICH ARE FLUSH WITH ADJACENT aWAGE5, 5. EXCAVATING FOR FOOTINC-6; 3. ALL OPENIN65 IN ROOF OVER FOIUR SQUARE FEET IN AREA SHALL BE FRAMED WITH A MINIMUM OF DOUBLE HEADERS AND TRIMMERS, .14 ALL CAULKED JOINT5 SHALL BE MADE KATERT16HT AND WEATHERPROOF. 51970 MAIN RD, .1 EXCAVATE FOR FOOTING AND FOUNDATIONS ONLY AFTER GENERAL SITE EXCAVATING, FILLING AND 6RADIN6 ARE COMPLETE. UNLESS OTHE"SE NOTED ON THE DRAWIN65. ALL TAIL BEAMS SHALL BE SUPPORTED WITH APPROVED TYPE 5T1RR2UP HANGERS OR A SOUTHOLD, NY 11971 .2 VERIFY THAT ALL GOMPAGTION 15 COMPLETE AND APPROVED PRIOR TO EXCAVATION FOR FOOTING. CONTIMILIO 6 WOOD LEDGER STRIP. .3 EXCAVATE TO THE ESTABLISHED LINE, AND GRADES. GUT OFF BOTTOM OF TRENCHE5 LEVEL,AND REMOVE ALL L0055E SOIL. WHERE 4. ALL OPENIN65 IN WALLS AND PARTITIONS SHALL RECEIVE A HEADER SEARING ON ONE CRIPPLE (JACK) STUD CONTINUOUSLY FASTENED SSIDING, SOFT �POT5 ARE ENCOUNTERED,REMOVE ALL DEFECTIVE MATERIAL AND REPLACE WITH LEAN CONCRETE OR COMPACTED STRUCTURAL TO A FULL LENGTH STUD ABUTTING HEADER, EACH SIDE. DRAWING TITLE: FILL AT NO ADDITIONAL C 75T TO THE OMER. 5. PROVIDE GROSS BRI061NC AT A MAXIMUM*OF b'-O' M FOR ALL FLOOR JOISTS AND CEILING JOISTS. BRIDGING SHALL BE I' x 3"CROW 1. PROVIDE AND INSTALL NEW CEDAR CLAPBOARD SIDING AS,SELECTED BYOWNER. COLOR AND TYPE TO BE 5ELEGT'EP BY OM ER. .4 ALLO114 A SUFFICIENT DISTANCE FROM FOOTINC65 AND FOUNDATIONS TO PERMIT PLACING,AND REMOVINe.60%R M FORMI,�IORK, BRIM N6,SOLID WOOD BLOCKING 2' x DEPTH OF MIEMBER OF IS 6AU65E METAL CJRo% BRI06IN6. 2. REMOVE EXISTING 510ING AND INSTALL NEW 51DIN5 AT AWMNCG AND ADJACENT FACADES AS SHOWN ON THE DRAWNGS. INSTALLATION OF SERVICE5,OTHER C4I15TRUGTION REGUIRM,AND FOR INSPECTION. 6. ALL EXALT-UP`WOOD+611RDERS, HEADERS,LINTELS,ETC,SHALL BE PROPERLY FASTENED TOGETHER TO ACT AS, ONE. WHERE CONTINIITY 3. PROVIDE AND INSTALL NEW SIDING OVER ONE LAYER OF 154 BUILDIN6 FELT. FELT TO BE SECURED INDEPENDENT OF SIDING WITH A 5 SPECIFICATIONS 1 IN EXGAtVATIN5 FOR W-3 FOOTI .AND FOUNDATIONS, TAKE (ARE NOT TO D15TURB 130TTOM FOR EXCAVATION. 15 REQUIRZED AND 5PLICE5 ARE NEGES5ARZY FOR LENGTHS OVER 24'-0`,THE CONTRACTOR SHALL. OBTAIN SPLICE POINTS FROM THE MINIMUM LAP OF 3", .1 EXCAVATE BY HAND TOOL5 TO FINAL GRADE JLIST BEFORE CONCRETE 15 PLACED. AR LHITEGT. JOINTS SHALL NOT OCCAR AT CRITICAL POINTS. 4. INSTALL 1/4'RI6ID INSULATION a THE FACE OF THE EX15T'G'RE50ENCE PRIOR TO VINYL INSTALLATION. .2 TRIM EOTTOM TO REQUIRED LINES AND 6RADE5 TO LEAVE SOLID BASE TO EIVE ,ONO BETE, 1. TOP FLANGE5 OF GIRDERS,MA50NRY WALLS AND IN OTHER LOCATIONS AS REQUIRED,SHALL BE BRACED TO FRAMING MEMBERS NTH 3 WHERE BOTTOM OF EXCAVATION HAS BEEN 015XRBEV OR OTHERWISE UNSUITABLE TO PROPERLY 5LrPORT FOIJNIDATTON5 IN THE APPROVED TYPE METAL ANCHORS OR TIES. DOORS OPINION OF THE SOIL ENONEER,WHETHER DUE TO 1FR,EEZIN65, POOR WORKMANSHIP OR ERRORS,THfS-E EXGAVATION5 ARE TO BE B. PROVIDE DOUBLE FIEMIIER FLOOR JOISTS WDER PAfZTI7ION5,RUNNING PARALLEL TO JOIST. CARRIED TO A LOWER DEPTH,SUFFICIENT TO 'PROVIDE STABLE BEARINGS AS,DETERMINED BY THE 50iL ENGINEER, AT q. WOOD JOISTS TO BE FRAMED OUT TO ALLOW FOR PLUMBING RZOU&MNG AND FITTIN65. WOOD JOISTS TO HAVE A MINIMUM OF 4- 1, PROVIDE WOOD DOORS AND FRAMES AS, INDICATED ON 11C DRAWINGS AND THE DOOR SCHEDULE. ALL INTERIOR AND EXTERIOR CONTRACTORS EXPENSE. BEARING UNLESS OTHE-IRK15E NOTED OR SHOWN. DOORS ARE TO BE SOLID CORE, BIRCH VENEER AS, MANUFACTURED BY TK7R6AN'OR EQUAL. SCALE: .b UNDER FOOTI N+55 AND FOLFNVATIONS FILL OVER EXCAVATED AREA5 .WITH GONCRET'E BY EXTENDING THE INDICATED BOTTOM 10. ALL EXP05ED PIPING AMP STEEL BEAMS IN FINISHED ROOMS SHALL I3EE BOXED AND REAMED TO RECEIVE GYPSUM WALL BOARD, 2. STOCK FABRICATED ITEMS. WILL BE APPROVED IF THEY CONFORM 6�NERALLY TO SIZE TYPE AND DETAIL A1N0 OTHER RREC�IJMREMENT5 ELEVA'TION OF THE FOOTIMIG OR BASE TO THE EXCAVATION BOTTOM, W1TFK)UT ALTERING THE RZEQt11RED TOP ELEVATION, MLE55 OTHERW'5E: NOTED. IN1GTtCATI=p ON THE DRAWINGS AND SPECIFIED HEREIN. J BA6KFILLIN6 FOR OVER EXCAVATED AREAS SHALL 13E PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 11. PROVIDE ALL OPENI'M165 REQUIRED FOR RECE55M MEDICINE CABINETS, CLOTHES HAM'E-R5,COWEGTOR5,ETC, WITHIN FRAMIN5. 3. KNOCK-DOHN FRAMES SHALL BE USED FOR INTERIOR DOOR FRAMES FOR WOOD DOORS IN 6YPaH WALLWARZD PARTITIONS. 6. SPOIL AM) BORROW MATERIALS 12. PROVIDE SILL SEALER AND TERMITE SMIIELD UNDER ALL SILL PLATES AND ABOVE EXTERIOR FOUNDATION WALLS, 4. ALL FINISHED WORK SHALL BE 5'IR�G ANDRE6ID, NEAT IN APPEARANCE,5QUARE, TRUE AND FREE OF DEFEGT5, WARP OR BUG .1 DLSPO!k OF UMN5ATI5FACTORY EXCAVATED MATERIAL AND SURPLUS SATISFACTORY MATERIAL,AWAY FROM THE SITE AT 015POSAL 13.NO STRUCTURAL MEMBERS SHALL BE LESS THAN be ABOVE GRADE, MOLDED MEMBERS SHALL BE CLEAN GUT,STRAIGHT AND OF UNIFORM PROFILE THROB M UT THEIR HS , LENGT . KL1r, AREAS ARRANGED AND PAID FOR BY THE CONTRACTOR. MARr-AG7UREP BY SIMP.50N OR EQUAL. 5. JAM3 DEPTHS, "TRIM,PROFILE AND BA.GKBEND5 SHALL BE AS, 50HEDULED AND SHOWN ON THE DRAWING. .2 OBTAIN MATERIAL REQUIRED FOR FILL OR EMBANKMENT IN EXCESS OF THAT PRODUCED WITHIN THE GRADING LIMITS OF THE WORK 6. ADJUST FRAMES TO PAR2TfT10N5 AND HALLS MERE THEY 0K,G13R. < FROM 13ORRROW AREAS. MILLWORK T. EDGE CLEARANCES SHALL BE PROVIDED AS,FOLLOWS: 3 C05T FOR BORROW MATERIALS, INCLUDING ALL Tf211GKINS C05T5 SHALL BE INCLUDED IN THE WORK OF TH15 5ECTION. .1 BETWEEN DOORS AND FRAMES, AT HEAD AND JAM85 - 1/8' DRAWN BY: 7. DO NOT PLACE, SPREAD,OR ROLL AND FILL MATERIAL DURING UNFAVORABLE WEATHER CONDITIONS. DO NOT fESUMRE OPERATIONS 1. FURNISH ALL MILLWORK, TRIM, MOLDIN55 AS R EOVIRZED FOR THE COMPLETION OF THE WORK„AND IN ACCORDANCE: WITH THE MMATEMAL .2 AT DOOR 51LLSe K- -RlE NO THRE5HOLD 15 USED - 31b" MAXIMUM ABOVE FIN15H1EO FLOM. --� UNTIL- M015TURE CONTENT AND FILL M51TY ARC 5AT15FACTORY TO THE ARCHITECT. /RED a DESCRIPTIONS BET.OW. 'ram THRESHOLD Ira USED - 3/4" MAXIh'NPI ABOVE FINISHED FLOOR. PIS 6. PROVIDE 13ERM5 OR CHANNELS TO PREVENT FLOODING,OF SSU86RADE. PROMPTLY REMOVE ALL WATER C-OLLECTI 15 IN DEPRE55ION5. 2. FURNISH ALL HARDWARE, FA5TENER5,NAIL5. 5CRZZEWS,ANCHORS,SUPPORT5, ETC,REQUIRED FOR THE: INSTALLATION OF THE MILLWORK. .3 BETWEEN MEETING EDGE5 OF PAIRS OF DOORS - 1/8' q. WHERE SOIL HAS BEEN SOFTENED OR ERODED BY FLOODING OR PLACEMENT DURING UNFAVORABLE WEATKV,1fREMOVE ALL DAMA6ETD 3. UNLESS NOTED ON THE DRAWING,ALL MOLDIW-75 SHALL BE FINGER JOINED,-PAINT GRADE,NO.2 COMMON PINE: OR F-WVALENT,AND AS, NOTE, FINISHED FLOOR 15 DEFINED AS, THE TOE'SURFACE OF THE FLOOR,EXCEPT WRfEN RESILIENT TILE OR CARPET IS U5ED,WHEN IT IS AREA5 AND RE-CQMPAGT AS SPECIFIED FOR FILL AND COMPACTION BELOW. FOLLOW5: - CHECKED BY: � g 10. PROTECTION; ! PROVIDE 112" x 3 V.2' WOOD TRIM AND MOLDIN6S AT DOORS-, - CLEAR MATERIAL THE TOP OF THE SUBFLOOR WHERE CARPET 15 MORE THAN I/2" THICK, ALLOW I/4 CLEARANCE, * / if . .1 BARRIGAPE OPEN HOLES AND DEi'RES5K3N5 OC k RRM AS PART OF THE WORK, AND POST WARRNIN6 LI&ITS ON PROPERLY # PROVIDE I' x 12'5MARRE FDOE, U05FT 5HIELVIN6,UNLESS NOTED OTHERK5E ON THE DRAWIW--&, RMC ADJACENT TO OR WITH PUBLIC, AREAS. OPERATE WARNING LIGHTS DURING HOURS FROM DUS5K TO DAM EACH DAY AND AS OTHER*- # PROVIDE 151be D. CLOSET POLE: � WISE REQURRED. .2 PROTEIN STRUCTURES,UTILITIE5, 51DEWALK5, PAVEMENTS, AND OTHER. FACILITIES FROM DAMAGE GAlJSED BY SETTLEMENT, LATERAL FILE NO. fix__✓ MOVEHIIENT, WASHOUT, AND OTHER HAZARDS CREATED BY OPERATIONS UNDER T4415 SECTION. FINISH CARPENTRY - 11. FILLING AND COMPPACTION .1 REMOVE VEGETATION, DEBRIS,UNSATISFACTORY SOIL MATERIALS, 055TRUCTION5,AND DELETERIOUS MATTER FROM 6RO1ND SURFACE 1. INSTALL ALL MILLWORK REWIRED,INCLUDING BUT NOT LIMITED TO, ALL WOOD MOLDIN65,CLOSET SHELVING AND POLE, KITCHEN PROJECT NO. DRAWING No. PRIOR TO PLACEMENT OF FILLS. PLO N, STRIP,OR BREAK UP SLOPED ACE-5 STEEPER THAN ONE VERTICAL TO Fa R HORIZONTAL CABINET$,VANITIES,GOIINTERRTOPS AND BACK5PLA5HE5, INSTALL ALL TOILET ACCESSORIES INGLUDINIS an NOT LIMITED TO TOWEL 50 THAT FILL MATERIAL HILL I WITH EXISTIM6 SURFACE. B/O;!S,TOILET PAPER HOLDERS,AND MEDICINE CABINETS, _ .2 WHEN EXISTING,6ROURD SURFACE HAS A DENSITY LESS THAN THE SPECIFIED HEREUNDER FOR THE PARTICNAAR. AREA.BREAK UP THE 2. DO NOT PERFORM ANY WORK UNTIL THE BUILDING 15 PROPERLY ENCLOSED AND ALL'ROUGH GONS71;MTION AND PATCHINF,TILE WORK, GROUND 5URFACE, PULVMZE,MO15TURE-COMNDITION TO THE OPTIMUM 140I5TURE CONTENT,AND COMPACT TO RE00ZED (DEPTH AND ETC, 15 COMPLETED AND ACCEPTED BY THE OWNER. A-6 0 3 PERCENTAGE OF MAXIMUM, DENSITY. 3. F114I5H WORK SHALL K CONSTRUCTED IN ACCORDANCE WITH DETAILS AND APPROVEDDRAWINGS.SHOP ALL EXPOSEED 5URFACE5 AND DATE: .3 AFTER SUDORADE COMPACTION HAS BEEN COMMETED,SPREAD APPROVED FILL MATERZIAL IN LAYERS NOT EXCEEDING ElOW INCHES E067ES SHALL BE FIN15HEP SMOOTH AND BE FREE FROM MARKS,BLEMI 5'OR DEFACEMENTS OF ANY KIND CAUSED BY WORKMAN- IN UNGOMPACTED THICKNE55. WATER OR AERATE THE FILL MATERIAL. AS NECESSARY,AND THORGUSHLY MIX TO OBTAIN A M015TIRE SNIP OR MAXIFACTURER. 15/04/2021 CONTENT WHICH WALL P1=RMIT PROPER COMPACTION. 4. ALL CLOSETS SHALL HAVE ONE 12' WIDE SHELF, INTEORAL WITH HANGING ROD,FULL WIDTH OF CLOSET, AS INDICATED ON THE DRAWIN55, 5. ALL OTHER SHELVIN5 SHALL BE OF 51ZE5 AND IN QUANTITIE5 INDICATED ON THE DRAW1N65. HARIDW^LARE_ � FLOORING PROJECT PROJECT ENGINEER: HARDWARE IN& ORDANGE WITH THE FOLLOWING AND AS INDICATED DRANW-75. I. 1N5TALL WOOD FLOORIN6 IN ACCORDANCE WITH THE DETAILS AS, IN DICATED ON THE DIZAWINaS. f. ALL ELEGT`R1G WORK 94ALL Gt34�1FpRN1 TO THE REt�171REt�1ENT5 OF THE NATIONAL ELEGTRI�CODE,THE NEW YDRi: STATE EsOAR1? OF FIRE 1. PROVIDE AND INSTALL ALL FINISH .1 LOCKS SHALL MEET OR EXCEED THE PERFORM+°NCE REGUIREMENTS FOR THE APPROPRIATE CYLINDER TYPES FaM IN THE LATEST 2, UNLESS OTHERHiSE INDICATED ON THE DRAWIN�5,OAK FLOORS SHALL BE 25/32'REDIWNITE OAK,BRADE "A",5ELEGT STRIP F'LOORIN5. UNDERVI RITERS AND ALL'REWR'EMENTS OF LOCAL AGENCIES HAVING JDI WICTION OVER THIS HORK. d eBft?,n EDITION OF ANSI STANDARD A1565 FOR AUXILIARY LOCKS AND A55MIATEP PRODUCTS, 3. FLOORINc5 SHALL BE BLIND NAILED,'RANDOM LENGTH WITH,2 COAT5 OF POLYURETFIANE SATIN FINISH, 3 GOATS IN HI&H TtRAFFIC. 2. ALL MODIFIGATION5 TO EXISTING ELECTRIC 5ERVICE SHALL CONT-ORM TO THE REWREMENT5 OF THE UTILITY COMPANY F'ROVIDIN& SU H .2 POOR PENETfRATIONt ALL FUNCTIONS WITHIN ANYONE C ADE AW SERIE5 OF LOCK SHALL FIT A UNIFORM DOOR PREPARATION AS 4, INSTALL B1ILDINC PAPER OVER PLYWOOD LOOR PRIOR TO PLAN< IN�TAL.LATION. SERVICE. CONTRACTOR SHEAl.L OBTAIN AND PAY FOR ALL FF�S REGIUtRED BY SAIL? UTILITY COMPANY. CONTRACTOR TO VERIFY THAT Civi�Engineeiing�Construction Management E5 FOR GRAVE I AND 2 BORED, MORT'15E AND NAdMH STILE LOCKS 5HALL FIT EXISTING ELEG1T�fG SERVICE IS SUFFICIENT TO HANDLE NEW ADDITIONAL LOADSi?EC�JtRED BY THf51 K. SPECIFIED BY THE MANUFACTURER, 51RIKE5t 5TRIK THE PREPARATION SPECII=LIED 1N ANSI AIl55 AND A115.13 AS,APPLICABLE! *' AS, SPECIFIED, ALL OTHER STRIKES SHALL BE THE 3, FURNISH AND IIN5TAL.L ELECTRIC 015TR1DOION WPM AN BRANG4 CIRCUIT5 AS REO U RF:D. FURNISH ANID�IN15TALL DISTRIBUTION PANELS, de Bruin Engineering, P.C. MANUFAGTUP.ER`5 STAWARD. 5TRIKE5 FOR INSTALLATION IN ALUM" MATERIAL SHALL RAVE 5I32'RADIUS CORNERS. —CARPET IF REC�1IIRED, 1400 Old Country Road-Suite 106 3 TRIM, RCVS, E5(X(HEON5, KNOBS,LEVERS,CYLINDER WA(R05 SHALL COVER ALL DOOR PREPARATION OPENfN�. J BRANCH C;IRGEJIT WhR{I`tC SHALL BE AS,FOLLOWS: Westbury-New York•11714 A STRIKE E30XE5 SHALL BE FURNISHED WITH DEAD BOLT AND LATCH STRIKES. 1. PROVIDE AND INSTALL NtEE^E CARPETING AT ALL AREAS AS IND{IGATED ON'THE ORAl^WINS5. STYLE,T1'I✓'E AND COLOR BY OWNER. 1-16114TINS5 E CONVENIENCE .......:..........119 ROMEX 516.513.1313 •516.579.2574 Fax �. HARIDFL+4RE PROVIDE CARPET UNDERLAYML=NT AT ALL AREAS THERE 15 N>EW GARRET TO E3E tNSTALLED. EKITCHEN APPt IAtIGES.�......__.....-.._. 12 RCMEX .2 SPECIAL CIRCUIT WIRIN6 FOR-H16H DRAH APPLIANCES 5t1C.H AS 5 OVENS, AND CLOTHES DRYERS SHALL BE IN HIRE SIZED AS-REQUIREDD FRS FtA,R[MARE E&H DCJQR $7` THE PAfRTIGULAR APPL.IANGE It is a violation of Section 7209 of the INT IRIOR DOOR 1 1l2 PAR BUTT HINGES 4. FVRhti5H AND INSTALL DUPLEXIZECEP'TACLE5,SWITCHES, JUNCTION BOXES, AND OT DEVICE5 AS'RE:t�UIfRED,AV AS,FOLLOWS: New York State Education Law for any I PREA55EMBL.ETD PRIVACY LOCK SET PAINTINr person, unless he is acting under the I STOP,3,SILENCERS - .I DUPLEX REGEPTAGLES SHALL BE PLACED A MAXIMUM OF 12 -O APART t71d ALL f.ONT1NL1O1lS,t15A13L.E WALLS IN HABITABLE AREAS. 1, ALL WORKMANSHIP MUST BE IN STRICT AGGOR7ANCE HTH THE PRINTED REC�ON�_NtDATION5 OF THE APPROVED PAINT MANUFACTURER AND .I 6RO.IND FAULT INtDICATOR (6, 1) OUTLETS IN KITCHEN AW BAPiROOM5 ASiREWIRED Br THE NATIONAL ELEGTizIG CODE. direction of a licensed professional POCKET DOOR 151t6LE POCKET DOM_SET THE PAINTING WOES OF THE PAINTING AND DECORATNCy CONTRACTORS OF AME;'RIGA, .2 SINGLE POLE L16HT SWITCH SHALL BE PLACEDIN EACH NA131TA13LE SPACE, 1146LU1911% WALK-IN CLOSETS. X engineer, to alter any item on this EXTE'fZIOER DOOR I I!2 PAIR L3I11 T HINGES 2. DLNT-R PAINTS TO THE BUILDIN6 I N ORIGINAL C 14TAINER5 WITH SEALS L N O OKEN AND LABELS INTACT. DESTROY ALL ORIGINAL .2 ALL SWITCHES,RECEPTACLES AND PLATES SHAH BE DETERMINED 13Y OK PER OR ARCHITECT AND SHALL BE A5 MAR FACTU6� BY drawing i n any way. I f t h e drawing i s I PREASSW13LEP DEAD OLT LOCK5ET PA(KAC7E5 AFTER THE CONTENTS HAVE BEEN REMOVED. IN NO CASE REFILL THEM. L.EVITON. ALL DEVICES SHALL BE IN MAN.FAGTURE"5 STANDARD COLOR SELEGTION5 AND BE SELECTED BY 0"tER altered under the direction a 1 STOP,3 SILENCERS MAINTAIN TEMPERATURE OF RCDUMS AT 50 F OR MOREE DURI W- INTERIOR PAINTING. S. FiRRNISH AND INSTALL 5MOKE (DETECTORS AS,fRE(�RJIRED 13Y ALL 5TATE AND LOCAL AUTHIORITIE-S, professional engineer, the altering 1 WEATHERSTRIPPING 9 ALUMINUM SADDLE 4. MIX PAINT AND PAINTIM9 MATERIALS ONLY IN AREAS WITHIN THE BUILDING C�16NATED.BY THE OVINER 6. FURNISH AND INSTALL L16HITI% FIXTURES AS, D R►E3ED NWRD ESC BELOW A A5 INDICATED ON THE DRAWINGS. engineer shall affix his seal t t h e 5. STORE ALL PAINT,ENAMEL,OIL,TURPENTM AND OTHER COMEL05TIBLE MATERIALS,WITHIN THE! EUILDINC INFREGEPI'ACd.ES PROVIDED NTH J RECESSED PH-HAT" L1644TINS SHALL BE H'I HOUSING WITH 410 TERIMRINS AS MANUFACTURED BY HALO,DIV15ION OF Mc6RAW E 0150N, drawing with the notation "altee red by" 3, ALL fIN'15H HA#2DWARE SHALL MANUFACTURED BY BEST OR EC 4lAL AND SHALL BE 1N FENfSH AND STYLE SELECTED BY OWNER TIGHT CCnIER�i EACH NIGHT OR AFTER EACH E�K?RK PERIOD. TItSHTLY CLOSE 511GH i GEPTAGLES, REMOVE ALL OILY OR PAINT R RN15H AND INSTALL 100 WATT,PAR R40 iNGANDE5GENtT LAMPS FOR EACH FIXTURE INSTALLED. followed his signature, the date of SATURATED CLOTHS OR WASTE FROM THE Ev11-DING AFTER EACH DAYS WORK PERIOD. DO NOT LEAVE ANY FLAMMABLE OR COMBU5TI BLE .2 LE6HTIN5 FIXTURES FOR FIALKAN CLDET5 AND 5TORA6E CLOSETS SHALL 13E STANDARD BUILPE R'5 INCANDESCENT FIXTURE. alteration, a n d a specific description A. HARDWARE INSTALLATION i of the alteration. ,I ALL HARDW^ RE SHALL BE INSTALLED IN STRICT AGCOPDANGE WITH THE MANUFACTURER'5R DIRECTION5 AND IN COMPLIANCE WITH THE MATERIAL UNENCLOS D WHILE IN51DE THE BUILDING. KEEP 5UGH 5TO AC-- SPACES NEAT AND CLEAN AND MAKE E:CK)D ALL DAMAC65 .3 EXTERM,HALOGEN,BUILDING MOUNTED L16MINO To BE FURNI5HED AND INSTALLED. TYPE. AND MANUFAG .C-R BY>QI R. PROVIDE k4ITF TI IL 41AR PkVkRE SCHEi2t.►i:E. CAUSED 13Y THIS k ORK TO SUCH 5TORA6E SPACES AND THEIR SURR.OUNDIN55. C4 VER FLOORS OF STORAGE SPACE WITH HEAVY AND lNtSTALL AN INTERIOR TIMER FOR THESE LIGHTING UNITS. 2 ALL LOCKS AND BOLTS SHALL OPERATE SMOOTHLY;ALL BOLTS -94ALL SET EASILY; ALL KEYS SHALL TURN EASILY. (L O5eR AND BUILDING PAPER AND THEN WITH TARPAULINS. A 8ATFROOM TO KAVE (1) HEAT LAMP ARD 0) 60 CFMI EXHAUST FAN INSTALLED TYPF f3Y tJWNER,LOCATION AS, INDICATED ON THE ; HOLDERS SHALL BE I porERLY ADJUSTED TO OPERATE SMOOTHLY, TO FULLY CLOSE,TO PROPERLY STOP AND TO OPEN TO THE b. PROTECT VIOR.K, FROM DAMAGE 13Y THE ZE OF DROP CLOTHS. REMOVE PANT STAINS COMPLETELY FROM FINISHED NORK. DRRAWRdNfi5. VE6RREE INDICATED. 'I. DO NOT C,HAI7E OR THIN ANY MATERIAL5 IN ANY WAY EXCEPT AS, MAY BE INDICATED ON THEE MANIFAGTURER'5 LABEL ON THE CONTAINER. fi. RRE AND CONNECT ALL EOIIPMENT FIURNI5HED IW U.Vl, APPL IANCES, EXHIAU5T FANS, ETG. 3 FINI!iH OF HAROKA 'E MALL 13E GAREFEILLY PROTECTED AFTER LNSTALLATION. IMMEDIATELY PRIOR TO THE OHNER5 ACC.EPTANGE, ANY iRE"M THINNII,16 OF PAINT MIDST BE DOVE IN COMPLIANCE KITH THE PRINTED IN5TRLr TI0N5 OF THE MAN.IFAGTURER OF THE PAINT. 6. PROVIDE GATV HIRIN&AND RECEPTACLES AS, INDICATED ON THE DRAWINGS, SM14 PROTECTION SHALL BE REMOVED AND THE HARDtrtARE LEFT GLEAN AND FREE OF DAMAGE. b. SURFACES TO BE PAINTED MU5T BE CLEAN, DRY AND FREE FROM DIRT AND FiROST. COVER K'NOT5 AND PITCH STREAKS WITH SHELLAC q. PROVIDE TELL WIIr'CIN&AND'IfC.EPTACLE5 AS INDICATED ON THE DRAWL S. EXACT LOCATIONS AS PER OPMR5 IN5TRUCTIOW_,, ,4 HAi'DHAFZE WITH DAMACeO MECHANISMS OR FIN15H SHALL 13E REPLACED AT NO ADDITIONAL COST TO THE OWNER, OR ARE51N SEALER COMPATIBLE WITH FIN15H'SPECIFIED. tLL RAIL HOLES AND MINOR IMPERFECTIONS H1TH PUT3`f BETW^MI<EN FIRST AND IO. PROVIDE ALL GC3NtTROL WRING AW THE-RMC75TAT5 FOR HIVAC EC�IJIPMENT, LOCATION AS,PER OI^1NE-R5 INSTRLJGTTONS, SECOND COAT. COLOR OF Lat1T'TY TO MATCH STAINED' H+EORK. q. COVERING MUST BE CONF'LETE. WHEN COLOR,STAIN, 'DIRT OF UNDER,GOATS SHOW TIER.*H THE FINAL GOAT OF PANT, THEN 1MK 94ALL t2. PROVIDE OWNER WITH CERTIFICATE OF AFFROVAL MOM THE NEW YOM STATE E30ARD OF FIRE UVEIRWRITFIZ5 LIPt N COMPLETION OF SE COVERED 51( ADDITIONAL COATS UNTIL THE PAINT 15 OF UNIFORM COLOR AND APPEARAWE AND GOV'ERA6E IS COMPLETE. THE ELECTRIC. WORK. ta"'�''P5I.1M K^ LL WARD 10.&ENE-RAL .I ACCESS DOORS, FRECASTERS, PIPES,PXTS,CONVECTOR5, AND RE(ES5 LININGS,UNLESS OT14EFZW15E INDICATED, MUST BE PAINTED THE L ALL 61 PSUM BOARD FOR INTERIOR WALLS TO BE 5/8" THICK x 45' (AIDE x MAXIMUM LENGTHS P05SIBLE TO MINIMIZE BUTT ,JOINTS, SAME AS, THE ADJOIN%WALLS. M15CFJ_LAN a EXCEPT USE 5/5' TYPE "X' IN LOGATION5 AS INDICATED ON THE; I RAI $165. tSYPSW BOARD MALL CONFORM TO A5TM G36. .2 DOORS IN AROOM MUST BE PAINTED ONCE COLOR, TRIM AND HALLS MUST BE THE SAME VN1LE55 SPEG,IFICALLYRI=WRE-D OTHEVNI5E. REVISIONS DATE 2, ALL GYPSUM WAI..L 130ARD 51-kAL.L BE CArr BY SCOgjI,* AND BREAKITIC, OR BY SAWING,W+IORKIIS PROM THE FADE SIDE. WHEN CUTTIN5 PRIME COATED BUFF5 AND DOOR C1.05ERS MUST BE PAINTED TO MATCH THE C."OOR TO WHICH THEY ARE ATTACHED. 1. ALL MATERIAL.5,ME-THOM OF CON'"T`RXTION, ECMPMENT AND A+.55E1418LIE5 USED SHALL CONFORM TO THE REGULATIONS OF THE NYS BY 5C X*IN&, 60T THE FACE PAPER WITH A SHARP KNIFE OR OTHER SUITABLE TOOL. BREAK THE GYP`" BOARD IN THE'REVS 51 E 3 ALL SURFACE5 INSIDE 6LO5ET'5 THROUGH"MU5T BE PAINTED THE SAME AS PZCM IN W16H THEY OM R. BUILDIN6 CODE APPLICABLE TO ONE AM-TWO FAMILY DWELLINGS AND TO GEN B ALLY ACCEPTED STANDARD OF G045TRUCTMON. DIRECTION,OR CUT THE BACK PAPER. A PAINTIW_? MUST INCLUDE RETURNS,HAUWHE!5,50FFIT5,ETC, MICH FORM A PART OF ADJACENT SURFACE. 2. INTERIOR FINISHES TO BE GL.A56 "C" OR BETTER, 3. SMOOTH OJT EDCC-5 AND ENDS OF THE 6YP5UM BOARD KHOZE NECESSARY TO OBTAIN NEAT JOINTIW5 WEN INSTALLED. 5GORE HOLES 5 HARIDWARE, AGGE550RIE5, FIXTt1RIE5 AND 51MILAR ITEMS PLACED PRIOR.TCO PAINTIN5 MUST BE PROTECTED. 3. FLAMMABLE MATERIAL SHALL NOT BE PERMITTED AS, IN5UI_ATION IN CONGEALED SPACES. FOR RPE5,FIXTU RE5,OR OTHER SMALL OPI:NIW75 ON THE BACK AW THE FACE IN OUTLINE BEFORE REMOVAL,OR CUT OUT WITH A SAW. if. ALEAW PAIN' To DRl' HIA9D BETWEEN COATS, 4, AiRCALHEK ARCHITECTS, PG 54ALL MAKE PERIODIC INSPECTIONS TO DETERMINE THAT ALL WORK 15 IN COMPLIANCE WITH THE 4, BOARDS 94AI-L- 13E OF MAXIMLH PRACTICAL L&6TH 50 THAN AN Aj35OL nTE MINIMUM WMBER OF ENO JOINTS OC.Cj R. FIT ENDS CLOSELY, 12.THE SCHEDULE LISTED MLOW 15 A CIENERAL PAINTINGS AM FINISHING SADE. THIS SO4EOULE E5 TO BE 5UPPLEMENTED .EY THE VIRAWING6, CONSTRUCTION DOCVMENT5. NOTFORCE TOGETHER, FINISH SCHEDULES AW THESE SPECIFIGATIOF�tS. 5. GONTRAGTOIR 15 TO SUBMIT EiAfR 'HART WITH BED, THE CHART M6T REPLEOT STAGE5 AND PHA51N5 FOR TH15 PROJECT COMPLETE HITH 5. APPLY MLL1 0A ZO FIRST(WHERE APPLICABLE) To CEI11.I965 AT RIGHT ANGLES TO FRAMING hEMBER5, THEN TO WALLS. HERE 13.SCHEDULE FOR INTERIOR Strfoc6vs, 13E61W!NG AND COMPLETION DATES. VIALL EOARD MEETS PSROJEGTINC5 SURFACES, SCRIBE AND CUT NEATLY. .I 15YPSIN BOARD WALLS AND CL.`G5 NOT RECEIVING GOAT -I RIMER,EALER b. UPON AWARD OF BID,(ORMAGTOR 15 TO PREPARE AW SUBMIT HIS CONTRA,GT AS, AIA DOCUMENT AIOI STANDARD FORM OF A6REEMENT 6. HOLD GYPaH WALLBOARED FIRt-tY IN CONTACT WITH THE FRAMING HEM113ER5 WHILE PASS ARE BEING DRIVEN. FA5TENIN5 SHALL 2ND GOAT-AG#RYLIG LATEX/FLAT BETWEEN OWNER AND CONTRACTOR 051 EDITICON7 FOR OWNE-R"5 REVIEW, PR4CIEE0 PROM GENTER PORTION OF THE WALLBOARD TOKIWO THE EDef-5 AND EIS. DRIVE NAILS AND/OR 5GREW5 TO PROVIDE 2 GYPSUM WALLS'RECEIVING WALL t,OVERtN1�_..w.. .................... - ...........,».,._15T 60AT - PRIMERl5EAL1-R HEAD PENETRATION .LIST BELOW THE 6YP S 8OARD 5LRFAGE WITHOUT BREAKO O THE SURFACE PAPER OF THE 6YP5UM 130AIRD OR $ WOOD MM, WOOD DOORS AND OTHER NOMWORK._.. GOAT - PRIMER/SEALER STRIP"PINIG THE FRAMING W-ME M AROUND THE: 5C:REA SHANK, ALL IMR'ROPERL.Y DRh/EN FASTENERS 514ALL BE REMOVED. 2W GOAT - ALKYD ENAMEL 1. ALL ENDS AND EDC7E5 OF 6YP'SUM BOARD SHALL OCCUR OVER FAMINE MEMER5 CAR OTHER SOLID BACKING, EXCEPT WHERE TREATED SEMI-6LO55 JOINT5 OGGIIK AI 1 RIbHT ANGLES TO FRAH0,15 OR FURRING'4-ICMURL . END JOINTS SHALL BE STAGCePED AND JOINT5 C14 OPPOSITE 1.4. AT THE 60MPLETIDN OF ALL WPX T'CX14 UP T44E PA11JT Wr7RK;VE5TORF riAMF WHERE DAMA6ED OR DEFACED AND LEAVE ?HE ENTIRE 51DES of PARTITION SHALL BE ARRANGED TO OCCUR ON ALTERNATE FRAMING MEMBERS. KORK FREE PROM BL.EM&E5, GLEAM ALL PAINT 5POT5,OIL AND STAIN MOM FLOORS,6LA55,HARPkMLE, METAL WORK AND SIMILAR ISSUED T0: B. FA5TEIE R SPAGINC SHALL BE: ITEM5 UPON C47METIOR LEAVING KORK 1N PERFECT CONDITION. .1 16' STUD 5PACI146: E6"ON CENTER ALONG EDGES AND ON 5TUD5, U51N& I',TYPE "5" SCREWS, �2 24'STUD SPAONIG: 12. ON CENTER AL:ONS EDGE5 AND ON 5TUP5, LING I", TYPE `S"ScREws. TOWN OF SOUTHOLD PLANNING 4-1-22 q. PROTE6 T EXTERNAL CORNERS OF GYPSUM BOARD WITH A METAL BEAD ATTACHED TO SUPPORTING GONSTRI.IGTION WITH FASTENERS I=INMSHE'S SPAGEI? AT 6" ON CENTEIR, CORNER BEADS MAY ALSO BE ATTACHED WITH A CR{MPIN5 TOOL. CONTRACTORS FOR MEETING 1 1-11-23 10. FIN15HI145 6YP5UM BOARD 1. I1NIL.ESS,OTHERL^115E NOTED.ON THE DRANW-56, THE OKNER~R SHALL PROVIDE THE FOL LOWINI6 FIND 1 6YF3SLAM WALLBOARD SHALL BE FINKED WITH MATEF21AL5REGOMME ?ED BY THE CYI'SUN1 BOARD MANUFAGTtS OR TWJSE a CARPETING AND PAL7DIN6; TOWN OF SOUTHOLD BD FOR APPROVAL 4-19-23 MATERIALS WHICH CONFORM TO ASTM 6415. NO FINI5HIN&OPERATIONS SHALL BE C *VENDED UNTIL INTERIOR TEMPERATURE HA5 ,2 W^IALL 6OVMW;5- 13EEN MAINTAINED AT A,MINIMLIM OF 50 F FOR A PERM OF 48 IHOURS AND THEREAFTER UNTIL TH'E,COMIRGUNDS ARE COMPLETELY DRIED. AMMATE AND CONTINUOUS VENTILATION SHALL BE PPOVIDE D TO ENSURE PROPER EDRYII5,SETTING OR 61JTTIW:7 OR THE TAPING AND FINISHING GOMPOUt1D. FJJIS4465 Ald7 EQUIPMENT .2 'RE IOvE AND KEEP 6YP5UM KALLBOARD FREE OF DtRT,OIL CAR OTHER MATTER THAT COULD CAUSE A LACK OF BOND. .3 BRIM ALL DENTS d 60+5E5 TO A SMOOTH LEVEL PLANE OF THE BOARD :5AFAGE, SET THE MECHANICAL FASTENERS BELOW THE 1. UNLE55 OTHERN5E NOTED ON T14E DRALAIN55,THE OWNER SHALL FURN19Hf TO THE COW RAGTOR.FOR INSTALLATION FOR THE FOLLONW, PLANE OF THE BOARD. ALL JOINTS SHALL BE EVEN. KEEP 13OA-RD TkSHIT A6AMT THE PRAMIN6 MEMBERS. EQUIPMENT ANDIORR. I Ll"15HIN .4 APPLY THE TAPE PROPERLY EITHER BY APPLYING COMPaW TO THE JOINT 0TTE-RINS,I,PRESGI 6 IN THE TAPE AND WAIPItY OFF THE .1 BATHROOM VANITIES AND TOPS: EX4,E55 GOMf)0",Ott BY WCHtANIGAL TOOLS DE56NED FOR THIS PROCESS, TAKING CARE TO LEAVE SUFFICIENT COMPOUND UNDER .2 TOILET ACCESSORIES. THE TAPE TO PROVIDE A PROPER B" OF THE TAPE TO THE BOAII V. 2. CONTRACTOR To PROVIDE AND INSTALL WALL MIRRORS AS DESCMBED'ON THE DRAHtN65. 5 APPLY THE SEC GOAT WITH TOOLS OF SUFFICIENT HIDTH TO EXTEND BEYOND THE JOINT CENTER APPROXIMATELY 5'. DRAW THE COMPOUND DOW+FI TO A SMOOTH EVEN PLANE. AFTER DRYINS OR SETTING,SAND THE TREATED SURFAGE.AS NEEDED TO ELIMINATE E ANY H16H SPOTS OR EWE55IVE COMPOUND. .b DRYING GOMPOUNDS MUST BE ALLOVC-0 TO DRY THKDROU Y` BETWEEN SUC.CE5511VE GOATS BEFORE SANDING AND THE APPLICATION OF THE NEXT GOAT. .1 APPLY THE THIRD GOAT WITH TOOLS THAT PERMIT THE FEATHERING OF JOINT TREATMENT EDCCCCES, APPROXIMATELY 6' FROM THE I. FLIRNI5H AND PLACE ALL ABOVE 6ROUNtD PIPIN5 FOR COMPLETE SANITARY COLLECTION SYSTEM. CDM1rR OF THE JOINT. AFTER DRYING,L16HT'LY SAND THE FINAL GOAT TO LEAVE A SMOOTH SURFACE GO'VE-RIN 65 OF THE JOINT, DO 2. FURNISH AND INSTALL COHILETE DOMESTIC. WATER DI5TjRtWnON PIPING TAKEN FROM EXI5TTN&WATER SERVICE MAIN OR TAPPED INTO NOT'#RAISE THE NAP OF THE PAPER WHEN SAWING. EXISTING DISTRIBUTION PIPING. .S WOEP ALL FASTFNFe HFAD5 NTH THREE SL;C,CES5IVE COATS EACH APPLIED IN A DIFFERENT DIRECTION. 3. FURNISH AND INSTALL NEW PLUMBING?FIXTURES AID FIXTURE TRIM AS, INDICATED ON THE DRAWINGS. .q BkXMLL ALL CUT-OUTS WITH COMPOUND USED FOR TAPIN55 OR FINI5HINCi 50 THAT THERE 15 NO OPENING LAVZ�C-R THAT 114' BETWEEN 4. lWoTALL ANU 4:CMNeC T NEN APPLIANGF5 FZGUIRI" PLUM0111`15 CQNHE6TI0W_,, THE CYI'SLXM BOARD A> D A FIXTURE OR RECEPTC?R. 5. COOPDINATE ALL CONGEALED PIP195, WS-CRT5,SLEEVES, ANGHtDRS AND OTHER OR EMBEDDED ITEMS.SO THAT TH15 W^IORK 15 PROPERLY .I0 FINISH THE CORNER BEAD WITH 9UCZC-Ff IVL: GOATS OF JOINT C4 . Pi7UND AS iD1R1=GTED BY THE MA1 ,=AGTUREER,50 AS TO MAKE THE C,OI"IPLETED ESEFC?RE Gf�NGi2ETE OR PARTITIONS ARE PLACED. PROJECT: CORNER BEADS FLUSH WITH THE BCDAI D SURFACE. b, OBTAIN AND SECURE ALL APPL�ATIONS FOUR SERVIC:E5. PERMITS AND FEES'F�EGIUIREP. JI TAk'E CARE AS, TO ENSURE THAT ALL TOOLS AND CONTAIWR5 ARE KEPT CLEAN AND FREE FROM FOREIGN MATERIALS, USE ONLY �. P1PINWG: FIRST UNIVERSALIST P01,ABLE KATER FOR MIXING POVIDER COMI'OUIV5 OR TO THINK PREMIXED MATERIALS. 00 NOT ALLOW CADS TO FREEZE. .I BELOW GRADE: m ESTIG WATER rinw:7 5HALL BE TYPE K COPPER,SOFT; CHURCH O F 11, ,PROVIDE WATERVZ51$TANT 5HIFETR'�OGK AT ALL WALL SURFACES AT THE NEW BATHI OO1 a. PROVIDE 'WN>t'?OFR BOARD' W�1AT'ERPROOF .2 ABOVE 6R.ADE DOMESTIC, WATER PIPING SHALL BE TYPE L HARE-) DRAWMI,SEAML.E55 GOPPE Z TUBN5-, SHEE1$ZOCK AT THE 5H OHM AREAS. 3 BELOW GRADE 5AMTARY PIPING SHALL BE SERv'IcE 1^ae&4r GA5T IRON; SOUTHOLD ,4 ABOVE GRADE SANITARY WASTE AND VENT SPIN&SHALL BE SERVICE KEIC�HT CAST IRON PIPE CONFORM TO ASTM A?4, 5 BELOW &RAVE 6A5 PlR71NG SHALL BE.SCHEDULE 80 STEED P1PIN5 CONFORMING TO ASTM A53; I P ANr? L ,6 ABOVE.0 iE GAS PIPINIS SHALL BE SCHEDULE 40 STEEL PIPING CONFORMING TO ASTM A53. 51970 MAIN RD, NOTE, IN ADDITION TO THE ABOVE-REQUIREMENITS,ALL 5A5 PIPI45 SHALL CONFORM TO THE REGUIREMEWS OF THE LOCAL UTILITY SOUTHOLD, NY 11971 1. INSTALL ALL TILE WORK IN AC,GORVAWE WITH C TIE RE OMME' IPATIONIS OF THE TILE COtW,EL OF AMERICA. COMPANY FU H RNI5ING THE GAS. 2. LAYOUT OF TILE b. FIXTURZE5 AND TR1M .1 DETERMINE THE LOCATION OF ALL MOVEMENT JOINT'S PRIOR TO THE START OF THE INSTALLATION. ,I UNLE 55 NOTED'ON THE DRAHW--6,PLUMI31�6 FIXTURE5 SHALL. BE AS, MANUFACTURED BY KOHLER, OR EQUIVALENT. PLLUMBIN6 DRAWING TITLE: .2 LAY OUT ALL TILE WORK`O AS,TO MINIMIZE GUTTING TILE LE-55 THAN ONE HALF TILE IN SIZE. FIKNRE5 TO BE SELECTED BY OWNER. .3 LAY OUT ALL WAINSCOTS TO THE NEXT FULL TILE SEYOND ACTUAL DIMENSION AS IRRIGATED ON THE DRAWINGS. .2 TRIM FOR PLUM( NO FIXTURES SHALL BE AS,MANUFAC:RPE D BY MOEN,[DELTA OR EQUIVALENT. A AL16N ALL HALL-JOCNT5 TO 61YE'STRAIC-HIT AND UNIFORM GROW LINES, PLUMB AND LEVEL. .3 PLUMBING FIXTURE COLORS AND TRIM I'INISHE5 SHALL BE SELECTED BY THE OHNE-R FROM MANUFACTURERS STANDARD COLOR'S AND 5 ALIGN ALL FLOOR,.JOIM TO INSURE STRAIGHT AW UNIFORM 6fZOJT LINES. PARALLEL WITH WALLS., WEN U51N5 TILE SHEETS,MAKE FINISHES. SPECIFICATIONS 2 JOINTS BETMEN EACH WET SAME AS, JOINTS WITHIN THE SHEET5,50 EXTENT OF EACH SWEET 15 NOT V15113L.E IN FINISHED WORK. q. ALL PLUMBING4 FIXTURES SHALL BE INDIVIDUALLY TRAPPED AMID VENTED AS,tREOMED BY ALL APPLICABLE CODS. CAST UPON PIS ,ib AL16N ALL BASIL JOINT5 KTH 50TH FLOOR TILE AW WP+ILL TILE JOINT5, SHALL CONFORM WITH LOCAL WOE'REQUREME.NTS, H" APPROVED J0INT5,PIPE SUPPORTS AND GLEAWk11TS. 3. ALL E,eYoED EDGES OF TILE SHALL 13E SMOOTHED AN913E 5URLE CUT TILE EDGES ARE GLEAN 13EFORE INSTALLING, 10.FURNISH ALL ITEMS AND LABOR NECESSARY FO12 THE TE5T5 PE-C�tJr-W BY � LOCAL AUTWMTY A1140 THE ADMINISTRATIVE AUTHORITY4. FIT TILE CAREFULLY A6AINST TRIM, ALSO AROUND PIPES,ELEGTRIG BOXES *0 OTHER BUILT-IN FIXTURES 50 THAT E-5CUTGHEON5,PLATES 14AVINS -MISD'DICTION OVER PLUMBINt5 WORK. GONC.,EALED WORK SHtAUAZEMAIN UNIG0V1wR!"D UNTIL AL.REEGIU'RED TE5T5 HAVE BEEN AND GDLLM 5 HILL GOWL.ETELY OVERLAP CUT EDGES, GGMPLETED;BUT,IF NECESSARY, TE5T5 04 PORTION5 OF THE WORK MAY, BE RAPE AND THESE PORTEONE5 OF THE WORK MAY BE MADE 5. MEN LSIN67 TILE SHEETS,MINIMIZE TEAfRIN5 5HFET5 APART BY DRILLINS PIPE HOLES WITH A HOLE SAW. AND THESE PORTIONS OF THE HO RK MAY BE CONCEALED AFTER B'EINC 'ROVED 5AT15FAGTORY, ALL TE5T5 SHALL BE MADE IN THE 6. 51JPPL'( FIl iT f.LA55.WORKMANSHIP IN ALL TILE WORK. PRESENCE OF REPRESENTATIVES Cr- TIME LOCAL AtJTHt+OR1TY. REPAIRS OF DEFECTS THAT ARE DISCOVERED AS A RESULT OF SCALE: 1. ALL PFpODUCT5 U5ED L7WIN67 THE INSTALLATION OF THIS WORK 94AJ L BE IN 5TRIC T ACCO9DANGE WITH THE MANUFACTURER'5 CURRENT IN5Pt=�GTION5 OR TESTS SHALL BE MADE WITH NEH MATERIALS, GAULKWN 7 OF 66;REWED JOINTS,CRACKS,OR HOLES HILL NOT BE � PP,INTE`D ftTfWIIGTION5. Ar4FPTEO. TESTS SHALL BE REPEATED AFTER. DEI-EGT5 H vr: BaN ELIMINATES'. D. 5ETTIh6 BEDS: If. PIPING SHALL BE INSTALLED TO ALLOW FOR. EXPANSION AND CONTRACTION WITHOUT UNQUE STRAINS OR 51RE55E5 ON PIPE, J'J`1N15,ANo E USf' THIN SET ORGANIC AVHIESIVE METHOD FOR TILE ON 67Yl'" WALLIBOARD. CONFORM TO AN51 AIODA. CONNECTED EQUPMENT, ALLON CLEARANCES FOR THE IN57ALLATION OF INSULATION AND ACCESS FOR VALVES AMP FITTIN65. PROVIDE .2 U5E; EDRY 5ET MORTAR METKV FOR INSTALLING TILE DIM K)MALLY STABLE C ETE. CONFORM TO ANSI AIU85. NAILM 5WEL M ARCLJhED ALL PIPIN�.7 PA551% THZOL15H RXV STUD PARTITICDNS. tI. TILE 5UT WITH ADtiB51VE: 12. NO 5TRUI;TURAL MEMBER 94ALL BE WEAKENED OR IMPAIRED BY GUITTIN65 OUT NOTCHING. .I aI1F',FAGE-5 NET BE 5TRA16HRT AND LEVEL AND IN PROPER GCINLDIT16N TO RECEIVE TILE. 13.PROTECT ALL PIPING PA%ING THROUGH WALLS PROM BREAKA6E BY PROVI0I1145 PIPE SLEEVES. WHERE CINIXRS OR OTHER GC7RROSI'VE � .2 .SPREAD ADHESIVE HITH 1/16' "V" NOTCHED TROIkEL.LEAVING NO LARGE DEPOSITS. CHMECK COVERAGE OF ADHESIVE TO TILE BEFORE MATERIAL 15 ENCOUNTERED IN EXCAVATION OF PIPE TREWHE5,ALL FERROU5 PIPING SHALL BE PROTECTED WITH A HEAVY COAT OF 5T�4RTIN6 TO INSTALL TILE. APPLY ADHESIVE C10VLY TO AREAS AS,CAN BE COVERED WITHIN THE OPEN TIME OF THE ADHESIVE. SET GOAL TAR ENAMEL. DRAWN BY: _ TILL 5 WITHOUT 5UDING. TAP TILE TO A55LRE CONTACT FRITH ADHESIVE. 14, UPON COMMETION OF THE WATER 015TRIBUT'ION SYSTEM,TEST ALL VALVES TO MORE THEIR FULL OPENINC=� AND FL 5H OUT THE 5Y5TEM PS �ED Agcy 10, TILE 51�T WITH DRY 5ET NORTAR: � �NVELY BY OPE141%MIL..DING OUTLETS AND PERMITTIN5 THE FLOW TO CONTINUE FROM EACH UNTIL THE WATER R[M5 CLEAR. � .1 SET FLOOR TILE-5 IN DRY-5ET MORTAR PLACED IN ONE LAYER APPROXIMATELY 3/320 THICK. 1CUR.IN6 5" FLU5HIN6+OPERATION, THE LOCAL AUTHORITY MAY,TEST THE FLOW^(PROM OUTLETS,AND 'BEFORE FINAL AGCEPTANCE OF .2 DRY SET MORTAR SHALL BE A MIXTURE OF PORTLAND CEMENT WITH SAND AND ADDITIVES IWARTIN6 WATER RETENTIVITY. THE 1,,MK,MAKE FURTHER TESTS OF OUTLET FLOWS TO ASCERTAIN IF THE LIDS ARE CLEAR CHECKED BY: �` ,3 QROUT FLOORS WITH SAND-PORTLANtD CEMENT ORDUT,COLOR SELECTED W OMIER. 15. AT THE TIME OF FINAL INtSPE-CTION OF THE K R'E�2FORMED t11IDDER THIS CANTR,AGT, I"!� UTILITIES COVERED BY TH#S SECTION SHALL BE * i EI. TILE SIrT NTH DEMENT MORTAR- .1 COMPLETE IN EVERY RESPECT AND IN PERFECT OPEOTIIJS C.0WInON. ALL. SURPLUS MATERIALS OF EVERY C.HARACTERR Tf16 I RMC .1 MORTAR BED.SHALL BE SET ON A 4 MIL POLYETHYLENE 6LEAV'A6E MEMBRANE. MORTAR.SHALL BE COMPOSED OF I PART PORTL.AND FROM THE WORK IN THIS SECTION SHALL HAVE BEEN'REMOVEV, SANITARY SEVERS 54IALL BE FREE MOM SAND,SILT,OR OTHER GEI-ENT AND b PAfRT5 DAMP SAND BY VOLUME AND 13Y E 114" IN NOMINAL THIGKNE55. OB51RL16,TION5. ANY DEFECTS DISCOVERED IN THE UTILITIE5 SUBSEQUENT TO THIS INSPECTION SHALL HAVE BEEN CORRECTED. FILE NO. ,2 REINFORCE MORTAR BED WITH(2" x 2" x IbAb 6AU6E HELDED HIRE MESH. .3 SET TILE IN DRY-5ET MORTAR BOND GOAT ON CURED MORTAR BED. .4 6R011T FLOORS HITH SAND-PDRTLAND GEME-NT GRCiJT, COLOR 5ELEGTE-D B1' THE OWWR. HE.ATIN AND AIR CANDITIO'NINC 12.5ET MAIRBL.E SADDLES IN DRY-SET MORTAR AS SPECIFIED ABOVE WHIERE A0JA6,ENT, FLOOR TILE IS SET IN DRY-SET MORTAR;AND SET PROJECT N0. DRAWING N0. SADDLES WITH ADWSIVE AS SPECIFIED ABOVE W�-1'CRE ADJACENT FLOOR TILE 15 SET WITH ADHESIVE. 1. F..XI5TING HEATING SYSTEM TO BE EXTENDED TO NEWS AREAS. E 13.6ROUTINtG AND CLEANINYa: 2. MECHANICALGONTPJVTO'R 15 TO 5URVIEY ALL EXISTING CONCDMONS, SAL CONTRACTOR SHALL GO+bRDINATE THE OTHER TRADES R J FOLL.OH '.OUT MANWAC11URER5 CVR9ENT PRINTED INSTRUCTIONS. WITH THE MECHANICAL CONTRACTOR, 2 RFJ1OVE ALL GROUT KkZE AND OBSERVEUT GRO MAIFACTURERS RECOMME1R'DATIONS AS, TO THE USE OF ACID AND CHEMICAL 3. HEATINI6 UNIT 15 To MAINTAIN INDOOR MOIPERATUERE OF'70'F WHEN OUTSIDE TEMPERATURE 15 O°F WITH A WIND OF 15 MPH, MAINTAIN 75°F A-6 0 4 WHEN INDOOR AIR TEMPe ATURE N OUTSIDE AIR 15 q5'F. IN51DE HUMIDITY LEVEL AG(CDRDANCE WITH AgIREA STANDARDS WHEN CUT51PE CLEANERS. DATE: 3 RINSE TILE V O'RK THUG PZW7HLY WITH GLEAN WATER BEFORE AND AFTER USE OF CHEMICAL GLEANERS, HUV101TY 15 45%RH. 15/04/2021 4. GONTiRAGTOR TO VERIFY THAT THE EXISTINI&HOT WATER HEATER 15 CAPABLE OF HAtOLING THE AV DITIONAL LOADS IZEGIVtR'ED IN THIS K)RK. Table 3.1 Nailing Schedule(Wood Framed Construction Manual 2018, Page 149) Number of Number of Foundation Notes: Framing Notes: Joint Description Common Nails Box Nails Nail Spacing ROOF NAILING The contractor is to verfy all measurements in the field and any discrepancies are to be brought to the attention of The contractor is to verify all measurements in the field and any discrepancies are to be brought to the attention of Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter the Engineer prior to construction. the Engineer prior to construction. Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist 1. All concrete 3,500 psi after 28 days minimum. Wood Framing Ceiling Joist to Parallel Rafter(Face-nailed) 5-16d 5- 16d each lap Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap 2. All rebar ASTM,4-615 Grade 60. 1. All lumber is to be No.2 or better Douglas Fir Larch(N)with the following minimum specifications: Collar Tie to Rafter(Toe-nailed) 2-10d 2-10d per tie Blocking to Rafter(Toe nailed) 2-8d 2-10d each end 3. Footings are to be installed on undisturbed virgin soil. The bottoms of all footings are to be installed a Fb=825 psi Rim Board to Rafter End Nailed 2- 16d 3- 16d each end minimum of 3'below grade unless indicated otherwise. Fv=95 psi WALL FRAMING Fc perp=625 psi Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot 4. Rebar installed along the top of the foundation walls without windows are to be installed 10"below the top E= 1,600,000 psi Top Plates at Intersections(Face-nailed) 4-16d 5-16d joists-each side of the foundation wall. Rebar installed along the top of foundation walls with windows are to be installed 3" Stud to Stud(Face-nailed) 2-16d 2-16d 24"o.c. below the bottom of the window opening. 2. All Laminated Veneer Lumber is to have the following minimum specifications: Header to Header(Face-nailed) 16d 16d 16"o.c. along edges 5. All snap off form ties are to be removed and remaining openings are to be sealed/grouted. Fb=2,900 psi Top or Bottom Plate to Stud(End Nailed) 3- 16d 2-40d per stud Fv=290 psi 65 6. The foundation contractor shall coordinate with the plumbing and electrical contractors relative to Fc perp= si psi installation of sleeves and other penetrations prior to pouring concrete. E-2,000, 0 psi Bottom Plate to Floor Joist, Band Joist, End joist or Blocking(Face-Nailed) 2-16d (1,2) 2-16d (1,2) per foot 7. The Engineer is to be contacted if unacceptable or questionable soil is encountered during excavation. 3. All Laminated Structural Lumber is to have the following minimum specifications: FLOOR FRAMING Unacceptable soil is soil containing clay and/or organic material. Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist Fb=2,800 psi Bridging to Joist Toe-nailed 2-8d 2-10d each end 8. Install isolation joints along foundation walls and at column and other floor penetrations. 9 9 ( ) Fv=290 psi Blocking to Joist(Toe-nailed) 2-8d 2-10d each end Fc perp=740 psi Blockingto Sill or To Plate Toe-nailed 3-16d 4-16d each block 9. Installed contraction joints in the cellar floor slab every 18'minimum. p ( ) E=2,100,000 psi Ledger Strip to Beam(Face-nailed) 3-16d 4-16d each joist 10. Foundation excavation is not to be back filled prior to the installation of the floor framing. LEGEND Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist p 4. All treated lumber is to be No. 2 or better Southern Yellow Pine with the following minimum specifications: Band Joist to Joist(End-nailed) 3-16d 4-16d per joist 11. Backfill along foundation walls is to be clean material and is to be mechanical) compacted in 6"lifts to Band Joist to Sill or Top Plate(Toe-nailed) 2-16d (1) 3-16d (1) per foot g Y p ROOF SHEATHING 95%of maximum dry density. Fb=975 psi 1. PA=POST ABOVE Fv= 175 psi Structural Panels 8d 10d (Detail sheet S-4) Slab Site Preparation Fc perp=565 psi 2. APB =ANTHONY POWER BEAM E= 1,600,000 psi *The area where the slab is to be installed is to be excavated to the necessary elevation to meet the final top of 3. LVL=LAMINATED VENEER LUMBER the slab elevation shown on the Architectural drawings. 5. All beams fabricated with multiple Laminated Veneer Lumber boards are to be nailed/bolted in accordance CEILING SHEATHING with the manufacturer's specifications. 4. L.B. =LOAD BEARING WALL Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field *The areas where the slabs is to be installed are to be Proof Rolled in accordance with ACI 302.1 R.The Engineer is to be notified if unacceptable soils are encountered during excavation and if Proof Rolling produces results that 6. All TJI are to be installed in accordance with the manufacturer's specifications and shall include squash 5. WINDOW AND DOOR HEADERS TO BE(2)2X10 WALL SHEATHING exceed ACI standards. blocking and web stiffeners at bearing points on girders and other load bearing areas. HEADERS WITH (2)2X STUD POST UNLESS Structural Panels 8d 10d 6"edge/12"field OTHERWISE SPECIFIED ON THE PLANS. *The excavated areas along the stem walls and footings are to be back filled with clean material and 7. First floorjoists and second floor joists to be TJI 560 11 7/8 and are to be installed in accordance with the Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field mechanically compacted with clean fill in 6 inch lifts. Each layer is to be compacted to 98%modified proctor. manufacturer's specifications. 6, ALL POSTS TO BE(2)2X STUD POSTS UNLESS OTHERWISE SPECIFIED ON THE PLANS. FLOOR SHEATHING *Base Material layer shown on the drawings is to be a compactable,easy to trim,granular fill that will remain 8. All straps,connectors, plates, bolts, nails,etc.are to be galvanized or stainless steel.Designated connectors, Structural Panels stable and support construction traffic.A clean fine-grained material with at least 10 to 30%of particles passing a strap etc.on these drawings are made by Simpson unless indicated otherwise.All connectors,straps etc.are 7. LOAD BEARING WALL [_ 1"or less 8d 10d 6"edge/12"field No. 100 sieve but not containing silt,or organic material is recommended. to be nailed/bolted in accordance with the manufacturer's specifications. (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge, Alternate nailing schedules shall Slab Notes: 9. All floor sheathing is to be 2%2 inch AC type plywood,tongue and groove,with an APA span rating of 48/24. be used where wall sheathing nailing is reduced, For example, if wall sheathing is nailed3 inches on-center at the panel edge Floor sheathing shall be glued and screwed to the floor joists(6"O.C.edges and 12"O.C. field). to obtain higher shear capacities, nailing requirements for structural members shall be doubled,or alternate connectors shall *Isolation joints are to be installed between the slab and the walls.Use preformed joint filler that is to be cutX2 be used to maintain load path. inch below the slab surface and the resulting joint is to be filled with an elastomeric joint sealant. 10. All wall sheathing is to be 15/32 inch APA Rated Exposure 1 plywood and shall be fastened to the studs as (2)When wall sheathing is continuous over connected members,the tabulated number of nails shall be permitted to be per the nailing schedule on this sheet. reduced to 1 -16d nail per foot. *Contraction joints are to be installed as shown in the drawings and are to be Xthe thickness of the slab but not less than 1 inch deep. 11. Solid blocking is to be installed every 8'max or mid span of all floor joists with spans exceeding 8'. *The welded wire reinforcement is to be placed in the top third of the slab and is to be adequately supported by 12. Double joists are to be installed below parallel walls. precast concrete bar supports to assure that the reinforcement is held in position during concrete placement and finishing. 13. Blocking is to be installed at all point load bearing points. 14. Walls are to be framed with 2x6 inch studs spaced 16 inches O.C. unless indicated otherwise. 15. All joist and beam hangers and fasteners used on the exterior are to be Simpson Type 304 or 316 Stainless Design Loads: Steel. -Roof-Live Load-30 psf Based on ASCE-7 and 16. All bolts nuts and washers are to be stainless steel or hot dipped galvanized. Pg=25 psf per Figure R301.2(5) -Dead Load-15 psf -Attic Floor -Live Load -20 psf SIMPSON BEAM HANGER SCHEDULE -Dead Load-15 psf -1 st Floor -Live Load -100 psf BEAM TO WOOD HANGER -Dead Load-20 psf 31/2"X 11 7/8"APB U410 -Wind Loads-130 mph-ASCE-7 51/2"X 11 7/8"APB HHUS 5.50/10 qh=26.9 psf(Exposure B) Roof C&C Loads: 7"X 11 7/8"APB HGUS 7.25/12 -30.1 psf(Zone 1) 35.5 psf(Zone 2) BEAM TO STEEL BEAM HANGER -35.5 psf(Zone 3) 31/2"X 11 7/8"APB GLTV 3.511 Wall C&C Loads: -33,0 psf(Zone 4) 51/2"X 11 7/8"APB HGLTV 5.511 -39.7 psf(Zone 5) 7"X 11 7/8"APB HGLTV 411.88-2 Soil bearing capacity-2,000 psf JOIST/RAFTER TO WOOD HANGER THIS BUILDING IS DESIGNED AS AN ENCLOSED TJI 560 11 7/8" IUS 3.56/11.88 STRUCTURE. Design Criteria-2020 NYS Building Code and and ASCE 7, JOIST/RAFTER TO STEEL HANGER TJI 560 11 7/8" MIT 411.88 REVISIONS 0 F I it q, Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State i r Education Law,Article 145,Section 7209,for any person unless acting under the 1 C7 direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any r� -.F,%`' t..'.•. ''' item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is \\`l 0F,19,12 C altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such :. alterations,and a specific description of the alteration. --FIRST UNIVERSALIST UNIVERSALIST Scale:AS SHOWN Condon Engineering, P.C. CHURCH OF SOUTHOLD 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) Drawn by:JJC Mattituck, New York 11952 SOUTHOLD, NEW YORK (631) 298-1986 (631) 298-2651 Fax NOTES AND Date: 1/5/2023 www.condonengineering.com SPECIFICATIONS D - ------- - - - - - f - - - -L - - - - - 36"36"X48"HIGH PILASTER ON I ————————————————————————————————————————————————— ———————————————---— —————————————————————————— 60"X60"X12"P.C.FTG I r— — — —— — — — — — —— — — — — — — — — — — r - - - - - - - - - - - - - - - - - - -� 1 5 REBAR @ 12"O.C.BOTH DIR.(5 MIN.) I I I I 36"X36"X10"P.C.FTG I I #5 REBAR @ 12"O.C.BOTH DIR.(3 MIN.) I I I I I I I I 1 ( I I I I I I I I - _ J I I I I I I I I I I I I I 1 48"X48"X12"P.C.FTG 60"X60"X12"P.C.FTG #5 REBAR @ 12"O.C.BOTH DIR.(4 MIN.) #5 REBAR @ 12"O.C.BOTH DIR.(5 MIN.) r I I I I I I _o_ I I .o. 1 ► .0 I I 1 I I ❑ I I ❑ I I I I 1 8"FOUNDATION WALL ON AN 8X16 P.C.FOOTING ( I L — _ _ _ J I I L 31/2"0 STD.PIPE B I COL.DN(TYP.) 48"X48"X12"P.C.FTG S-6 I I #5 REBAR @ 12"O.C.BOTH DIR.(4 MIN.) I I I I I I I I I I I I I I ( I I ( I I I I I 1 I I I ( I I I I I ( I I I I 10"FOUNDATION WALL ON A 36"X36710"P.C.FTG I I EO"X60"X12"P.C.FTG 60760"X12"P.C.FTG I I B 12 X 24 P.C.FOOTING(TYP.) #5 REBAR @ 12"O.C.BOTH DIR.(3 MIN.) I I #5 REBAR @ 12"O.C.BOTH DIR.(5 MIN.) #5 REBAR @ 12"O.C.BOTH DIR.(5 MIN.) S-6 � I 1 1- -- - - —� r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I ----------------------------------------- ----------------------------------------- I I ❑o. I F . . I "❑o". D D I r- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - I I I s-6 � I �- - - - � I I I I L - - - 36"X36"X12"P.C.FTG I 1 #5 REBAR @ 12"O.C. 1--- ----------------- BOTH DIR.(3 MIN.) I 1 1 J I 10"FOUNDATION WALL ON A 10 X 20 P.C.FOOTING(TYP.) 4"POURED CONCRETE:SLAB WITH 6X6 W 1.4X1.4 WWM ( I 4"POURED CONCRETE SLAB WITH 6X6-W II AX1.4 WWM 54"X54"X12"P.C.FTG 48"X48"X12"P.C.FTG 48"X48"X12"P.C.FTG 48"X48"X12"P.C.FTG 64764712"P.C.FTG ——— — ( #5 REBAR @ 12"O.C.BOTH DIR.(5 MIN.) — — — —�#5 REBAR @ 12"O.C.BOTH DIR.(4 MIN.) #5 REBAR @ 12"O.C.BOTH DIR.(4 MIN.) 45 REBAR @ 12"O.C.BOTH DIR.(4 MIN.) #5 REBAR @ 12"O.C.BOTH DIR.(5 MIN.) r I I r — r I i I PREFABRICATED EGRESS UNITAS RED BY MARFLEX OR EQUAL B I I S 6 I I I a I F I I I •0 I I K I I I I I I 1 15"X 15"P.C.PIER ON A S 6 I I I I I I ( I I ❑ ( ( I 48"X48"X12"P.C.FTG L — J L — — I I _ _ J L _ _ _ — J I I _ . _ —I I I D r _ _ _ — #5 REBAR @ 12"O.C.BOTH DIR.(3 MIN.) _ _ J L_ I I � - - - - _ — _ — 31/2"OSTD.PIPE L _ _ I I I — — — —1 42"X42"X12"P.C.FTG I L _ ( I COL.DN(TYP.) 31/2"0 STD.PIPE #5 REBAR @ 12"O.C.BOTH DIR.(4 MIN.) I — — — — — — COL.DN I (TYP.) --------- ------- I I- - - - - - - - - - -I 4"POURED CONCRETE SLAB L- —� L - - — J WITH 6X6-W 1 AX1.4 WWM L- - - — - - - - - - -- - B 8"FOUNDATION WALL ON A I I S-6 8 X 16 P.C.FOOTING(TYP.) I I 15"X 15"P.C.PIER ON A NOTE: 1 48"X48"X12"P.C.FTG I I— - - - - - - - - - -I #5 REBAR @12"O.C.BOTH DIR.(3MIN.) ALL FOOTINGS TO BE PLACED 54"X54"X12"P.C.FTG 54"X54"X12"P.C.FTG 42"X42"X12"P.C.FTG 1 #5 REBAR @ 12"O.C.BOTH DIR.(5 MIN.) #5 REBAR @ 12"O.C.BOTH DIR.(5 MIN.) #5 REBAR @ 12"O.C.BOTH DIR.(4 MIN.) L - - - - - - - D I— - - - - - - - - -- - -- - - I I r I ON UNDISTURBED VIRGIN SOIL. s61 I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -r - - - 1L---------------------------------------------- ---------------------------- L- - I 1 ❑ I I 0 i i i JAII I i - - - --- - - L - I Fj I— _ — — J I I 4"POURED CONCRETE SLAB U , I L — _ _ _ — J L __ - - - J B WITH 6X6-W1AX1.4 WWM 36736"X10"P.C.FTG 1 1 I I S-6 I #5 REBAR @ 12"O.C.BOTH DIR.(3 MIN.) 1 48"X48#5 REBAR AR P.C.FTG @ 12"O.C.BOTH DIR.(4 MIN.) B REVISIONS S-6 10"FOUNDATION WALL ON A �( C a�_` 10 X 20 P.C.FOOTING(TYP.) L - - - - -- - - - - - - - - - - 1 r— — — — — — — — — — — — — - - -I ----------------------- --------------- __________________ 1 I Education Law,Article 145,Section 7209,gfor an person unless actin under the \:,` 081912 J — Plans are prepared b Condon Engineering,P.C. It is a violation of the New York State _ _ _ _ _ _ YP 9 / ` - - - - - B '1 I 1 r" direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any �, 1 item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is ;z__- -S Q � S_E I L _ _ _ __ _ _ _ _ _ _ _ _ J I Q altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her ___________________ _________ seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. L— — — — — — — — — — — — — — — — — — —j FIRST UNIVERSALIST Scale: 1l4"=1'-0" Condon Engineering, P.C. CHURCH OF SOUTHOLD 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) Drawn by:JJC Mattituck, New York 11952 SOUTHOLD, NEW YORK (631) 298-1986 (631) 298-2651 Fax Date: 1/5/2023 www.condonengineering.com FOUNDATION PLAN - - - - - - - - -- - - - -- - - - - - - - -- 1 - - - -L - - - - - - - - - - - - - - - - - - - - - - -------- --------------------------------------- ------------------------------------- ----- - - - - - - - - - - -- - - - - - - - - - - - - - - III BEAM POCKET r - - - - - -� ( I ICI I PA I I 11 I I I III I 1 I 1 III o I XIj1 � I L 7 to J i I M vIt III I PA 1 6X6 P.T.POST UP 11 PA I L 1 (31 1 3/4"X 16"LVL DROPPED CONT. I I (31 13/4"X 16"LVL DROPPED CONT. BEAM POCKET I � � .. - -i � .�.. � i - - - - - - - - -1- - - - + - - - - - I — � .� .. � � � - - BEAM POCKET I I I I I 1 I I 1 I I I I I 22 L - -1- - -J L — 1- - -1 q 1 �- — — — — -� 31/2"0 STD.PIPE I I 1 I 1 o I 1 COL.DN(TYP.) 1 SIMPSON MPB66Z POST BASE `L i I �0 T PA 1 1 J - 1 (2)1 3/4'X 11718"L co x 1 s — •• •• — — — — ••�BEAM POCKET BEAM POCKET F I11 x � I v 1 6X6 P.T.POST WITH 2"0 GALV.STL.POST(SEE DETAIL) I I I I I M v 11 I PA I I I I III 111 "1 I I I I 1 1 I I - - - - PA - - - - - - - - PA - - - - - - - PA- - - - - - - - PA `� I PA III I I 1 I r — — PA I I I11 (4)1 3/41'X 16"LVL DROPPED CONT. 1 1 3 II 1 I ( )1 3/4"X 16"LVL DROPPED ONT. - - -- - - ---------- '®'�" � .. .�. � - - 1.. � � . .. - - - -I- - - - - .+ - - - - - -1— ...�. ..1._ ^ � � - .1 I BEAM POCKET ------ --------------- ------------------ ------------------ I■I - - - -- - -- - - - - - - - - - - - - -- - - - - - - - -- - -- -- - - - � - - - J I I11 I I 111 I L - - - J - - -- J I I III I I III _ _ _ _ _ J BEAM POCKET L.B.WALL ABOVE(TYP.) III I I 1 111 III I ( I 1 �1 III III 5 I I �1 �11 _ _ I I 1 >i I I x I ri prefabricated egress - - - - - - -- - - - r I PA X I X I III _ Iunit as mfr'd by _ _ _ _ - - _ - - - - - MI Cl) I I I � Marflex or equal I r IIIIv --- - - - - - - - - - -I I vl PA v1 I;I PA 1 1 I I 1 Ir I IIr(3)1314"X 16"LVL DROPPED CONT. I (3)13/4"X 16"LVL DROPPED CONT. I (3)1 3/4"X 16"LVL DROPPE CONT. I 1 (3)13/4"X 16"LVL DROPPED�ONT. (3�1 3/4"X 16"LVL DROOED CONT. I 'It"' - - - - - - + - - 16 I I I I I 1 1 1+I — - - I I I I I I � I — — 4a =<>= BEAM POCKET I — — o f I I I o 1 I I I 1 PA 1 I 1 o I 1 PA BEAM POCKET I 1 I e — — J L — —I— — J 1 III L J L _ _ J � L __ _ _ J L _ N I I I — + — 1 I — III _ _ ( I -, 31/2"0 STD.PIPE � L- J - - - - - - -- - LL "f� I I COL.DN(TYP.) 1 1 31/2" STD.PIPE L- - - - - - - - - PAzo 11 L_ _ .— _ I I PA 1 I COL.DN(TYP.) 11 - - - - -- - ~ i I I I �1 CD � J I 1 III L- - - - - - - - - -I 'LO > 1 1 �' I I L I- - - - - - - - - - -- - I PA �1 I > x - - ~ ~ iz I J 1 1 ~ 0 I I SIMPSON MP866Z POST BASE(TYP.) L- - - - - -- - - - - - - - - I ZI 1 I III o M x IIX �1 MI11 M �PA PAS 1 � 1 1 - - - - - - - - - -1 -� III 1 1 C -- 1 111 1 I I I r - - � � - - - - - -- - - - -I I r - -�1+- - - 1, r - - 1- - - -, I- - - - - - - - - _j I I - - , II II t- - - - - - -- - - - - - - - (4)13/4"X16"LVLDROPPE CAT. 1 I 1- - - - - - - - - - - - - - - - - - - - 4 13/4"X 16"LVL DROPPED CONTI d 1 ------ -------------- ------ ( ) 6" DROPPED C NT. r- —— — — — — — — I PA — — — — — ------------ ------------------- -- —1— — — — — I —I— — �e — — — —— — — — — — — — — -+ — .-a- — — — — — — BEAM POCKET 3 1 31 "X 1 LVL DRO t- - - I ( I ( I PA I I I I L - - _ _ J - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - PA PA PA PA L PA I IPA I III I I III L_ -I I BEAM POCKET L _ — _ - - J I L — J Ili I I L.B.WALL ABOVE(TYP.) I 1 p 11 III p 111; >II � I'I o III Ua I I REVISIONS I II� � �IIi I 1 I O III LL M IIO LO I I III � II � •�,�',. LO L - - - - - - - - - - - - - - - - - 1 I' - - - - - ----- --------- ------------------- I I Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the L- - - - - - - - - - - - - - - - - -- - - - - - - - -i J ,� r 1✓t2 `, "-I I r — — — — — — — — direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any t� f 1 I I item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is /, PA 1 L —_ _ _ _ _ _ _ _ _ _ _ J 1 altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such - I alterations,and a specific description of the alteration. PA PA FIRST UNIVERSALIST Scale: 1/4 -1 0 Condon Engineering, P.C. CHURCH OF SOUTHOLD 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) Drawn by:JJC Mattituck, New York 11952 SOUTHOLD, NEW YORK (631) 298-1986 (631) 298-2651 Fax FIRST FLOOR Date: 115/2023 www.condonengineering.com FRAMING PLAN (2)2X10 HDR. (2)2X10 HDR. (2)2X10 HDR. IN0 -j I I (3)2X6 POST DN Ilo II d U) o m = x TJI 560117/8" CJ @ 16"O.C. TJI 560117/8' CJ @ 16"O.C, O N > m N I I -0j N II � I W �II N II II M NCnII w I I TJI 560117/8" CJ @ 12"O.C.I I PROVIDE BLOCKING ' o (UND RIMER WALLS) BETWEEN JOISTS CD P.T.POST DN @ 24"O.C. J I I I I UNDER STUD WALLS I (3)2X6 POST DN x Q ABOVE(TYP.) N I I I I m 3)2X6 POST N < J J m (n F- 0 N 0 (o W Q x PROVIDE BLOCKING ' (3)2X6 POST ON I `V BETWEEN JOISTS � SIMPSON BC6 POST CAP(TYP.) UNDER STUD WALLS x I x ABOVE(TYP.) I 2X6 P T DN I I I I (3)2X6 POST DN M (3)2X4 POST D A P Ir o II I 0 � X N � v 0 N I I v (3)2X10 POST DN (3)2X10 POST DN (3)2X10 POST DN (3) X10 POST D (2)2X10 HDR. (2)2X10 HDR. (2)2X10 HDR. )2 4 P S DN UP 3112"X 1 7/8"APB F (3)2X10 POST DN (3)2X6 POST 2)2X10 HDR. ; I I I ; I TJI 7 6011 7/8" CJ @ 16"O.C. TJI 560 11 7/8" CJ @ 16"O.C. o X C1. V SUPPORT BRACKET_ (DESIGN TBD) — /—(3)2 =..r TDN ; ) I I ; IWM 170 3112"X 91/2"APB (3)2X10 PO TDN , , � � , � � , � I V _ (3)2X6 POST DN 0 i I ; 1 I I ; ; I ' o N LOAD BEARING WALL TO R IF I I� ; I ; I N I ; TJI 230 91/2"FJ @ 16 O.C. m o � PROVIDE BIL KING a I x I ~—BETWEEN JOIST I i i ; i i i i ' 1 (3)2X6 POST DN X UNDER STUD LLS ABOVE(TY .) x N /--(3)2X6 POST DN 6X6 P.T.POST DN I'I (2)2X10 HDR. (3)2X1d ROST DN �0 31/2"X 91/2"APB PROVIDE BLOCKING (3)2X6 POST DN BETWEEN JOISTS ( ( I ! I i iIi iIi UNDER STUD WALLS (3)2X6 POST DN ABOVE(TYP.) I I ; I I o SUPPORT BRACKET o ' I ; ; I ; ; ; ; I ; � , ; O o (DESIGN TBD) i i ; i I I 'N ' N I (3)2X6 POST DN V Eo (2)2X10 H iN 'x o _ ( ) iI iIi iI i , iIf ' �V TJI 560 11 7/8" CJ @ 16"O.C, 31/2"X i1;7/8"APB (3)2X6 POST DN (2)2X10 HDR. 6X6 P.T.POST DN �■ (2)2X10 HDR. (2)2X10 HDR. (2)2X10 HDR. �I (3)2X10 POST DN (3)2X10 POST DN (3)2X10 POST DN 3)2X10 POSt Dh 3) X10 POST D I I II 0 I 'N 11> v m II la II ( I� N REVISIONS F- I I IIX TJI 560 11 7/8" CJ @ 16"O.C. oy NE f } PH I (3)2X6 POST DN (3)2X6 POST DN I I t Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State 2 2X10 HDR. 2 2X10 HDR. O O Education Law,Article 145,Section 7209,for any person unless acting under the . } direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any Uc (3)2X6 POST DN/UP item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such 31/2"X 11 7/8"APB alterations,and a specific description of the alteration. (3)2X6 POST DN (3)2X6 POST DN FIRST UNIVERSALIST Scale: 114"=V-0" Condon Engineering, P.C. CHURCH OF SOUTHOLD 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) Drawn by:JJC Mattituck, New York 11952 SOUTHOLD, NEW YORK (631) 298-1986 (631) 298-2651 Fax 4 Date: 1/512023 www.condonengineering.com ATTIC FRAMING PLAN 3 2X12 +------------ i ; O II I I II WII ' II II i T ' 1 XOII (3)2X12 2 12 RR @ 16"O.C. 2X10 RR @ 16"O.C. 2X12 RR @ 16"O.C. 2X12 RR @ 16"O.C. (i iI I co W v, w I I I I" IIII IIII w 0 1 O 0 Of I II(j J IIII I�I 0 Tj (D IN NI x i I 2X6 STUDS @ 16"O.C.TO RAFTERS ( IK 4 d T ALIGN WITH LOAD BEARING WALL BELOW Cl) TTT I I I I IIII IIII N I � II II IIII IIII N I t II II IIII IIII � , t I I I II I ; (3)2X12 (3)2X4 POST DN II �71 (3)2X12 --------- --- II o II 2X10 WALL STUDS @ 16"O.C. (2)2X10 POST DN(TYP.) I I � I I N 2X6 STUDS @ 16"O.C.TO `D N 2X10 RR @ 16 O.C. Ir RAFTERS ALIGN WITH LOAD X (3)2X10 POST DN (3)2X10 POST DN (3)2X10 POST DN BEARING WALL BELOW M (3)2X10 POS N I I (3)2X4 POST DN ' "ff 4- I (3) - - I U II 2X12 - (2)2X12 (2)2X12 (2)2X12 (2)2X12 (3)2X6 POST DN --- -------------- -- -- -- - - ---------------------- ----- Of Jo ' r r o --------�I�I --- o a I 2X12 RR @ 15"O.C. 2X12 RR @ 16"O.C. LLJ N Lq W I N a\ o LLJ f N t] 1 N i ' W W ` CU U U) to p cn cn Cn p co coi of (2)2X12 (2)2X12 � (2)2X12 (2)2X12 -i (3)2X6 POST DN a I w w w w w iy IT a. M M W' M m I M N ` �j1 I X I �I Ir ~ ' �I I� 1 �I 1 N ` 61. I N N I N N I N N I N 2X12'S FLAT I= I v I v v ` I 2X6 STUDS @ 16"O.C.TO RAFTERS m I -_ ALIGN WITH LOAD BEARING WALL BELOW 00 (3)2X6 OST TO IDGE ; N I II 31/2"X 14"APB I I I I\ 1 `APBI I I 13112"X 14"APBI 131/2"X 14"APBI 11 2"X 4" ``/ 1 APB I 1/2"X 14 B ®- .�. - - -ter. �� �.,-� -..s--��-�- -�-.� -� -�. -�-�. -.�� _ -�-ems- -��. (3)2X6 POST DN I I I��PD��I C5 � � W In I I (SEE DETAIL j `r ON S 7) 2X4 STUDS @ 16"O.C.TO RAFTERS _� oIIO ' O U X I I NI IN ' NI IN I NI IN ' NI N _____ _____________________-o �\ d Ivzo 10 (3)2X6 POST DN �J (2)2X12 (2)2X12 (2)2X12 (2)2X12 I t - - - - 7.,..; N V' ......... ::.Y'.�:.� r r O N / X ':: X r r X N :1:::. :::::::. 00 N ............ � c� IL ci � ci � c> I I 1::........::. o c5 o rr o rr / "'`' 2X12 RIDGE = I N I I X 1 X I (3)2X6 POST DN I I :;: ::: : ; 2X12 RR @ 16"O.C. 2X12 RR @ 16"O.C. -----------�--------- -------' n, c ............ ------------- - ------- --- (2)2X12 X 2 1 - - �, - (2)2X12 (2)2X12 1 �� I ( ��r ; o 2X6 STUDS @ 16"O.C.TO �o RAFTERS ALIGN WITH LOAD x _i____ _ X BEARING WALL BELOW v I I - - - - -- - - ' t (3)2X10 POST DN (3)2X10 POST DN (3)2X10 POST DN (3)2X10 POST DN I 2X12 RR @ 16 O.U.02X12 RR @ 16"O.0 IIII 2X4 STUDS @ 16"O.C.TO 610 WALL STUDS @ 16"O.C. RAFTERS ALIGN WITH LOAD (2)2X10 POST DN(TYP.) I I I I BEARING WALL BELOW �Xa 0 RR (�X1:�-�- a a I N 2X8 RR @ 16"O.C. I N _� II r X - -�- - (3)2X12 REVISIONS N M �-2X 2 RR @ 16"O.C. E 2X12 RR @ 16"O.C. (3)2X6 POST DN (3)2X6 POST DN I I l �,�y , ��.. \J� � - - - - -- -- ---------- 8 - - { "� `�s �-t-)-- / Q _ / \ f� ��`•�f,C,.,., y1�•,v'•; .fir ' [ (3)2X6 POST DN y'r^� of x y� ' r Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State �� r' & ';• '--;;.,',i t,. ��� ......... ________________________________ Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter an .J}, item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/herQFF� - (3)2X6 POST DN (3)2X6 POST DN seal and the notation"Altered by"followed by his/her signature and the date of such -�= alterations,and a specific description of the alteration. 1'-o'r FIRST UNIVERSALIST Scale: 1/4"= Condon Engineering, P.C. CHURCH OF SOUTHOLD 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) Drawn by:JJC Mattituck, New York 11952 SOUTHOLD, NEW YORK (631) 298-1986 (631) 298-2651 Fax ROOF FRAMING Date: 1/5/2023 www.condonengineering.com PLAN TJI FLOOR JOISTS ° m � a4 • C� O w a z N a 4 1/2"MIN.AIR GAP REQUIRED _ � Q ° AT END AND SIDESI, A r— w w a- WCO a ° L " d°a 1/4"BEARING PLATE a a 4 a a ° OCKET WIDTH BEAM WI['rH +V MIN. ° ° ¢SEE PLAID FOUEAM WIDTH) 2X6 WALL STUDS 2X6 P.T.SILL 5/8"0 X 12"LONG GALV.ANCHOR BOLTS AT 28" 2X10 WALL STUD 2X10 P.T.SILL ° COPPER TERMITE SHIELD O.C.MAX.,12"MAX.FROM CORNERS WITH A COPPER TERMITE SHIELD TJI RIM JOIST BLOCKING SIMPSON BP5/8-3 BEARING PLATE (2)TJI RIM JOIST BLOCKING 2X10 WALL STUD 2X10 P.T.SILL BETWEEN JOISTS 5/8"0 X 12"LONG GALV.ANCHOR BOLTS AT 28"O.C.MAX., 2X6 WALL STUDS 16"O.C. BETWEEN JOISTS 518"0 X 12"LONG GALV.ANCHOR BOLTS AT 28"O.C.MAX., �— 12"MAX.FROM CORNERS WITH SIMPSON BPS5/8-3 WASHER 2X8 P.T.SILL WITH SILL SEALER 12"MAX.FROM CORNERS WITH SIMPSON BPS5/8 3 WASHER 5/8"0 X 12"LONG GALV.ANCHOR BOLTS AT 28"O.C.MAX., z COPPER TERMITE SHIELD z COPPER TERMITE SHIELD 12 MAX.FROM CORNERS WITH SIMPSON BPS5/8-3 WASHER 00 TJI 560117/8"FJ @ 12"O.C. TJI 560 11 7/8"FJ @ 12"O.C. GRADE(SLOPE AWAY GRADE(SLOPE AWAY FROM BUILDING 2%MIN. GRADE 8"MIN. FROM BUILDING 2%MIN. r GRADE 8"MIN. 2X4 P.T.SILL TJI 560 11 7/8"FJ @ 12"O.C. m 2X4 P.T.SILL TJI 560 11 7/8"FJ @ 12"O.C. 10'FROM BUILDING) 10'FROM BUILDING) #5 BARS(MATCH VERTICAL 5/8"0 X 12"LONG GALV.ANCHOR BOLTS #5 BARS(MATCH VERTICAL 5/8"0 X 12"LONG GALV.ANCHOR BOLTS REBAR SPACING) AT 28"O.C.MAX.,12"MAX.FROM CORNERS (2)NO.5 HORIZONTAL REBAR- REBAR SPACING) AT 28"O.C.MAX.,12"MAX.FROM CORNERS ° (2)NO.5 HORIZONTAL REBAR- ° WITH SIMPSON BPS5/8-3 WASHER ° SEE FOUNDATION NOTES WITH SIMPSON BPS5/8-3 WASHER °. SEE FOUNDATION NOTES TJI FLOOR JOISTS a (2)NO.S HORIZONTAL REBAR j (2)N0.5 HORIZONTAL REBAR j SEE FOUNDATION NOTES °` #5 REBAR @ 40"O.C. ° SEE FOUNDATION NOTES e #5 REBAR @ 40"O.C. ° Z X •. X 100" Z X �. .� '�" a a Q q o 2i 2E z q �' °' DAMP PROOFING d a _ � _ DAMP PROOFING 4 <? o OR WATERPROOF OR WATERPROOF MEMBRANE • ° MEMBRANE ° 10" � a 1/2"MIN,AIR GAP REQUIRED DAMP PROOFING #5 BARS @40"O.C. ° #5 BARS @40"O.C. AT END AND SIDES OR WATERPROOF EXPANSION JOINT AND JOINT SEALER EXPANSION JOINT 4ND JOINT SEALER . MEMBRANE d ° 6X6 W 1.4X1.4 WWM EXPANSION JOINT AND JOINT SEALER 2X4 KEY WITH ° v, a BENTONITE TAPE 6X6-W1.4XW1.4 WWM . EXPANSION JOINT AND JOINT SEALER 4 2X4 KEY WITH 4"POURED CONCR TE SLAB 2X4 KEY WITH WATER STOP 4"POURED CONCRETE SLAB 2X4 KEY WITH BENTONITE TAPE a .° z:::: BENTONITE TAPE 6X6-W1.4XW1.4 WWM a BENTONITE TAPE ° 6X6-W1.4XW1.4 WWM UNTREATED GLULAM OR LVL BEAM WATER STOP __a__—__Q—____ _'�___ WATER STOP 4"POURED CONCRETE SLAB --�--->-----a — .a______,o_ WATER STOP 4"POURED CONCRETE SLAB °4" ° ::1ti-".f.•'<.'+.•. ::iw -aii• '.t;::?.•.�v;;�: -,'S3:,' v :•s-�; 4-,r -r. .t, r,�,,- .•y.`„. ° e e ':v.;,fir.. itS�Ji" �•,.: :.•u_ :J•fi .::.,.=.,y,,,1r..' —�`- —'r-- — _— ---r!•____ --- e:?,:v�.,�:.;�:1: �.'r:.•._.wv.�.- ..7:.5r;u-..:.�'.,.�. ••�•-�- — o :,: " i ;M»t?~-s-�? . : ° 8 .:« :.>.,:. •.,.;::,r.,,: �'. "v >.,', — —a a -- 1/4"BEARING PLATE NJ 4�w .J �rt:i • . -�tiiq.p `..:". t ',.y. UF:�..+Y�r `.li... .'.liN':. .�:r n' `Y• �- .+^ .ry. � .G. Yj,.wit. ::.1:P.?..>-a. _ .:,...-•v,f.•.nn=i+v`,`e'�:. _s• � 10 A11L POLYETHYLENE VAPOR RETARDER o g �`.4f:i?�-"-�<r�,;:`''•' '"'` ''''"'`'`'``s=''�`�'%�^''�" 4 (3)N0.5-60 KSI REBAR a20° 10 MIL POLYETHYLENE VAPOR RETARDER M P R (3)NO.5-60 KSI REBAR 20° COMPACTABLE GRANULAR FILL 10 IL POLYETHYLENE VAPOR RETARDER 10 MIL POLYETHYLENE VAPOR RETARDER SEE TYPICAL FOUNDATION DETAILS COMPACTABLE GRANULAR FILL (3)NO,5-60 KSI REBAR 20° COMPACTABLE GRANULAR FILL (3)NO.5-60 KSI REBAR 20" COMPACTABLE GRANULAR FILL FOOTING TO BE PLACED ON FOOTING TO BE PLACED ON FOR ADDITIONAL INFORMATION UNDISTURBED SOIL FOOTING TO BE PLACED ON UNDISTURBED SOIL FOOTING TO BE PLACED ON UNDISTURBED SOIL UNDISTURBED SOIL A TYPICAL FOUNDATION DETAIL B TYPICAL FOUNDATION DETAIL C TYPICAL FOUNDATION DETAIL D TYPICAL FOUNDATION DETAIL GLULAM / LVL FOUNDATION POCKE�TD ETAIL SCALE: 1/2"-V-0" SCALE: 1/2'=1'-0 SCALE: 112"=1'-0" SCALE: 1/2"=1'-0" E NOT TO SCALE TOP OF FOOTING-TOF 2H = a' °d. ° <d° ° a a °a d • d d ° d d; 6X6 P.T.POST d e O O <d O • d ° A p 0: • d ° ° <G •.. ° • SIMPSON MPB66Z a tj POST BASE ° TYPICAL STEP FOOTING DETAIL r e 2" � � H SCALE: 1/2" = 1'-0" 31/2"0 OR 4"0 STEEL PIPE COLUMN 12"X12"Xi" I N ° BASE PLATE 4-#5 REBAR <e _ #5 BARS @ 12"O.C. N •O ° 12" a a Q 24"MIN. 0 < u" w ° q. � CD 4- "0 ANCHOR BOLTS o "STEEL BASE PLATE i i 4,000 PSI NON SHRINK o VERTICAL REBAR 12 1 GROUT PEDESTAL 2 MIN. r, 0 a a W '?' :.e. :'d.•. a .:..,.J r •.� ° .° F_ #5 REINFORCING `�'° 0 aa.•• :.. TYPICAL FOUNDATION CORNER DETAIL RODS AT 12'O.C. " .:.:........ �'• . EACH WAY(TYP.) a a ' . SCALE: 1/2"=1'0" 3" 12" 12" �3- T-O-(OR AS NOTED ON PLANS) #5 REINFORCING ° RODS(TYP.) ' o. > . a °'. . TYP���L ISOLATED FOOTING DETAIL (SEE PLANS FOR SPACING) REVISIONS F SCALE: LT' 12"MAX. 3" U co 4'-0" TYPICAL ISOLATED FOOTING DETAIL SCALE: 1"=1'-0" Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the �r..�. � +.�•�^" ,�� fi direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any �� 081912 item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such — alterations,and a specific description of the alteration. FIRST UNIVERSALIST Scale:AS SHOWN Condon Engineering, P.C. CHURCH OF SOUTHOLD 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) Drawn by.JJC Mattituck, New York 11952 SOUTHOLD, NEW YORK . (631) 298-1986 (631) 298-2651 Fax Date: 1/5/2023 www.condonengineering.com STRUCTURAL DETAILS - TOP PLATE RAFTER 4-5/8"0 BOLTS 31/2"X 14"APB STRUCTURAL RIDGE HEADER 12"X 14"X 3/8"PL-A36 SADDLE OR a ao .� �Qy PROVIDE 1/4"A36 STEEL SADDLE FOR SIMPSON MTS30 RAFTER STRAP OR RIDGE(WELD TO TRUSS PLATES) 1l4" FTE AT EACH RAFTER TAIL 2 /2 1/4"A36 STEEL PLATE o SIMPSON H2.5A RAFTER o BOTH SIDES TAIL TO TOP PLATE 0 Simpson LSTA30 Ride H2A CONNECTO SIMPSON H2.5A TOP_/X %, p g TOP PLATE PLATE TO STUD 6-518"THRU BOLTS Strap at each Rafter 2X6 RR @ 16"O.C. STU SIMPSON H2A HURRICANE TIES AT 2-SIMPSON H2.5A HURRICANE TIES SIMPSON HDU2-SDS2.5 EACH RAFTER TAIL(INSTALLED ON AT EACH RAFTER TAIL(INSTALLED ON Simpson LSTA30 Ridge WITH A 5/8"THREADED EXTERIOR SIDE ONLY) INTERIOR SIDE ONLY) Strap at each Rafter 5" ROD Al EACH CORNER o (3)2X4 31l2"X 14"APB STRUCTURAL RIDGE 21/2" 101/ " 2X4 STUDS @ 16"O.C. 3„ 2 1/2" 4.5" (3)2X12 2X12 RR @ 16"O.C. 1/4"A36 STEEL PLATE BOTH SIDES WITH 5/8"THRU BOLTS 4 8 SIMPSON HDU2-SDS2.5 AT EACH CORNER 1/4 1/2° 3/4 • " 31/4" 6-5l8"THRU BOLTS 4X4X1/4 STL, 2X6'S FLAT 2 1/2" 3„ 3/4" PLATE (3)2X12 1/4"A36 STEEL PLATE BOTH SIDES 1 1/8" 6-5/8"THRU BOLTS 1/4" 4 3/4'. 8X12 TYPICAL HOLDDOWN DETAIL 1/2"X 14"APB STRUCTURAL RIDGE 4 3/4" SCALE: 1"=1'-0" 1/4"A36 STEEL PLATE FTER 2X12 RR @ 16"O.C. TRUSS BOTH SIDES �8X12 TOP PLATE CUPOLA DETAIL 8X8PQST •; HEADER SCALE: 1/4"=V-0" OR SIMPSON MTS30 RAFTER STRAP OR AFTE AT EACH RAFTER TAIL SIMPSON H2.5A RAFTER TAIL TO TOP PLATE 2" 1/4"A36 STEEL PLATE H2A CONNECTOR,,_,, TOP PLATE SIMPSON H2.5A TOP X BOTH SIDESPLATE TO STUD STU (3)2X10 POST DN C) 2-5/8"THRU BOLTS SIMPSON H2A HURRICANE TIES AT 2-SIMPSON H2.5A HURRICANE TIES EACH RAFTER TAIL(INSTALLED ON AT EACH RAFTER TAIL(INSTALLED ON EXTERIOR SIDE ONLY) INTERIOR SIDE ONLY) 41/2" 4-5/8"THRU BOLTS NOTCH d 2X10 WALL STUDS @ 16"O.C. 4'-0" SPLICE(TYP,) DEPTH<1/4d 12° HOLE EDGE 16d AT 12"O.C.WITHIN SPLICE DISTANCE>5/8" 5-16d NAILS(EACH SIDE) OUTER 1/3 OF HOLE DIAMETER SPAN ONLY <2/5d bf SINGLE STUD HOLE DIAMETER STUD <3/5d SIMPSON TSPZ STRAP DOUBLE STUD SIMPSON SOWC15450 WITH E COAT JOINT IN UPPER TOP � — APP 5/8"0 GALV.ANCHOR BOLT WITH A JOINT IN LOWER TOP PLATE AT STUD PLATE TJI 56011 7/8" FJ @ 12"O.C. PLATE AT STUD SIMPSON BP5/8-3 BEARING PLATE HOLE EDGE I DISTANCE>5/8" 1 3/4"X 16"LVL DROPPED CONT. 2-SIMPSON H4Z STRAPS NOTES: 1. THE MINIMUM SPLICE IS 6-16Dd EACH SIDE OF UPPER JOINT FOR 2X PLATES, SEE FOUNDATION DETAILS CRAWL SPACE USE MINIMUM SPLICE UNLESS OTHERWISE NOTED ON THE PLANS, I I I I 2. PROVIDE CONTINUOUS TOP PLATES(NO JOINTS)WHERE WALLS ARE 12'-0" I I 3112"0 STD,PIPE OR LESS IN LENGTH. I I COL.DN(TYP.) I I TYPICAL TOP PLATE NAILED SPLICE DETAIL STUD NOTCHING AND BORING LIMITS TYPICAL WALL AND SILL STRAPPING DETAIL NOT TO SCALE NOT TO SCALE ` L — _J `—' 48"X48"X12"P.C.FTG #5 REBAR @ 12"O.C.BOTH DIR.(3 MIN.) OR AS SHOWN ON PLAN MIN.DISTANCE A TRUSS & STRAPPING DETAIL MIN.DISTANCE FROM TABLE A DO NOT CUT HOLES FROM TABLE B L] SCALE: LARGER THAN 1 1/2' -- 1y"HOLE MAY BE CUT Ll8 U8 NO FIELD CUT ANYWHERE IN WEB OUT IN CANTILEVER d/4 HOLES IN SIDE OF HATCHED ZONE MOMENT CRITICAL ZONE HATCHED ZONES DO NOT CUT OR 0 / �. 6::0 O NOTCH FLANGE. d 6" ;. SHEAR.:,;:...: SHEAR.,:.... ; d/2 CRITICAL ZONE CRITICAL ZONE g° L1 I 2 X D1 D I L2 2 X L2 D2 6�� 6:: MOMENT CRITICAL ZONE:..::. :..::..: / MINIMUM MINIMUM (APPLIES TO ALL CLOSELY GROUPED ROUND HOLES ARE HOLES EXCEPT PERMITTED IF THE GROUP PERIMETER MEETS KNOCKOUTS) REQUIREMENTS FOR ROUND OR SQUARE HOLES. DO NOT CUT HOLES IN MICROLLAM®LVL 2 X DIAMETER OF THE CANTILEVER REINFORCEMENT. LA Ll2 LA SUPPORT AND PARALLAM® LARGEST HOLE 3 DEPTH -- TABLE A•END SUPPORT PSL HOLE ZONE (MINIMUM) MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST END SUPPORT JOIST ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE DEPTH TJIo 2" 3" 4" 5" 6%" 7" 8%" 11" 13" 2" 3" 1 4" 5" 6%" 7" 8'/" 11" 13" DO NOT DRILL IN CRITICAL ZONES 9%" 360 T-6" 2'-0" T-0" 4'4' 6-0" V-6" 2'-6" 3'-6" 5'-0" 5'-6" 11'/" 560 V-0" V-0" 1'-6" 3-0" 5'-0" 5'-6" 8'-0' V-0" 2'-0" 3-6" 5'-0" T-0" TR' 8'-0" UNIFORMLY LOADED SINGLE SPAN BEAM GLUED LAMINATED TIMBER HEADER MAXIMUM ROUND SIMPSON LSTA36 REVISIONS 14" 560 1'-0" 1'-0" V-0" 1'-0" 2'6" 3'-0" 6'-0" 9'-0" V-0" V-0" 1'-6" 3'6" 6'6" T-0" 9'-0" 10'-0" 16" 560 1'-0" 1'-0" 1'0" 1'-0" 1'-0" V-0" 3'-0" 6'-6" 10'-0" 1'-0" 1'-01, 1'0" 1'6" 5'-0" 6'-0" 10'-0" V-0" 2'-0" NOTES: MICROLLAM LVL AND DEPTH _HOLE SIZE STRAP 1. THE MAXIMUM SIZE HORIZONTAL HOLE(THROUGH THE WIDTH OF THE BEAM)SHALL PSL PARALLAM 4Y8" 1" s :, NOT EXCEED 1-1/2 INCHES. L/3 ALLOWED HOLE ZONE U3 5y" 1 TABLE B-INTERMEDIATE OR CANTILEVER SUPPORT SPAN 1 2. EDGE AND END SPACING:ANY HORIZONTAL HOLE MUST BE A MINIMUM OF 4 HOLE 1 1/3MIDDL 7Ya"to 20" 2" r_ MINIMUM DISTANCE FROM EDGE OF HOLE TO INSIDE FACE OF NEAREST INTERMEDIATE OR CANTILEVER SUPPORT DIAMETERS FROM THE TOP OR BOTTOM SURFACE OF THE GLUED LAMINATED SEE ILLUSTRATION FOR �� TIMBER MEMBER,AND 8 HOLE DIAMETERS FROM THE MEMBER ENDS.THE DISTANCE ALLOWED HOLE ZONE ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE IS MEASURED FROM THE EDGE OF THE MEMBER TO THE CENTERLINE OF THE HOLE. NOTES: JOIST 7 3. SPACING BETWEEN HOLES:FIELD ADDED OPEN OR ACCESS HOLES NOT SHOWN ON 1. ALLOWED HOLE ZONE SUITABLE FOR UNIFORMLY LOADED HEADERS AND BEAMS ONLY. 0 2'6" 3'0" 4'- ' 5 0" 8'-0' 7 2'-6" DEPTH TJI 2" 3" 4" 5" 6/" 7" 8/" 11" 13" 2" 3" 4' 5" 6/" T 8/" 11" 13° THE CONTRACT DRAWINGS SHALL BE A MINIMUM OF 8 HOLE DIAMETERS 2. ROUND HOLES ONLY 3'-0' 4'- " 6'-6" T-6" f 9y' 2-0" 4'-0" 5'-6" 6-6" 9'-0" 3-0" 4'-6" 5-6" T-6" 8'-0" FROM ANY HOLE IN THE MEMBER. THE DISTANCE IS MEASURED FROM THE EDGE OF 3. NO HALES IN CANTILEVERS. TYPICAL WINDOW AND DOOR HEADER ' 1'-6" T-0" 4'-6" 5'-6" 8'-0" 8'-6" 12'-0" 3'-0" 4'-6" 6'-0" 8'-0" 10'-6" 1 V-0" 12'-0" THE HOLE TO THE NEAREST EDGE OF THE EXISTING HOLE. 4. NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION. Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State 4. NUMBER OF HOLES:DETERMINE THE NUMBER OF FIELD ADDED HOLES ALLOWED BY 5. DO NOT CUT,NOTCH OR DRILL HOLES IN HEADERS EXCEPT AS INDICATED IN Education Law,Article 145,Section 7209,for any person unless acting under the 147 560 1'-0" 1'-0" 1'-6" 3'6" 5'6" 6'6" 9'6" 13'6" 1'-0" 3'0" 5'0" T-0" 10'0" 11'-0" 13'6" 15'-0" direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any O i31912 C ALLOWING ONE HOLE PER EACH 5 FOOT LENGTH OF THE MEMBER. ILLUSTRATION3 AND TABLES. STRAPPING DETAIL EACH CORNER 16 560 1'-0" V'0" V-0" V-0' 2'-5" 3'-6" T-0" 11'-0" 15'-0" V-0" V-0" 3'-6" 5'-6" 9'0" 10'0" 14'-6" 16'-0" 18'-0" item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is (THIS RULE DOES NOT APPLY TO SPACING OF HOLES.) 6. ANY OPENING OUTSIDE THESE CONSTRAINTS MUST BE APPROVED BY THE () r RECTANGULAR HOLES BASED ON MEASUREMENT OF LONGEST SIDE. 5. OTHER HOLES:HOLES NOT DESCRIBED HERE REQUIRE REVIEW BY A QUALIFIED STRUCTURAL ENGINEER. NTS altered,the altering Engineer,Architect,or Land Surveyor shall affix h the item his/her .. r LS���, ' • HOLES MAY BE LOCATED VERTICALLY ANYWHERE WITHIN THE WEB.LEAVE 1/8"OF WEB MINIMUM AT TOP AND BOTTOM OF HOLE. seal and the notation"Altered cri followed by his/her signature and the date of such (MINIMUM) TIMBER DESIGNER. L=LENGTH OF BEAM D=DEPTH OF BEAM • KNOCKOUTS ARE LOCATED IN WEB AT APPROXIMATELY 12"ON-CENTER;THEY DO NOT AFFECT HOLE PLACEMENT. alterations,and a specific description of the alteration. • FOR SIMPLE SPAN(5'MINIMUM),UNIFORMLY LOADED JOISTS USED IN RESIDENTIAL APPLICATIONS,ONE MAXIMUM SIZE ROUND FIRST UNIVERSALIST HOLE MAY BE LOCATED AT THE CENTER OF THE JOIST SPAN PROVIDED THAT NO OTHER HOLES OCCUR IN THE JOIST. P I CAL ANTHONY POWER p BEAM M G L U L/\ M• DISTANCES ARE BASED ON THE MAXIMUM UNIFORM LOADS FROM CURRENT ILEVEL NT CIFIER'S GUIDES.FOR OTHER LOAD p /~ /-� TYPICAL ILEVEL LVL PENETRATION. Scale:AS SHOWN Condon Engineering, P.C. CHURCH 0 F SOUTH 0 LD CONDITIONS OR HOLE CONFIGURATIONS USE ILEVEL®TJ-BEAM®SOFTWARE OR CONTACT YOUR ILEVEL REPRESENTATIVE. ALLOWABLE HOLES - TJIO JOISTS PENETRATION SCHEDULE AND DETAIL1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) R NOT TO SCALE SCHEDULE AND DETAIL Drawn by:JJC Mattituck, New York 11952 SOUTHOLD, NEW YORK NOT TO SCALE (631) 298-1986 (631) 298-2651 Fax bm7 Date: 1/512023 www.condonengineering.com STRUCTURAL DETAILS 0 I ® 010 O 0 Oj 1 1 1 I 1 1 0 1 _ 0 I I 0 I O 0 - - - - - -I 0 1 ® 1 1I- - - - - -2—I I0 OI O O O I�\-70 ®J O ® I — -� 0 0lz� (D f � 0 0 3 � 0 � � 0 � I O I O O 0 f O ® 1 0 O 0 — -I 0 �l 0 ®i 0 0 ID O1 0 Oi ® 3 O O 3 13/4"X 16"LVL RIDGE ° Nailing Zones for Roof Sheathing in 130 MPH Ultimate Gust Wind Zone Simpson LSTA30 Ridge Zone 1 Zone 2 Zone 3 Strap at each Rafter Field 6"O.C. 12"O.C. 4"O.C. 2X12 RR @ 16"O.C. Panel Edges 6"O.C. 6"O.C. 4"O.C. Nailing Requirements for 130 MPH,Ultimate Gust, 2x6 STUDS 1/2"Thick Roof Sheathing with 8d Common Nails @ 16"O.C.TO RIDGE Roof Sheathing Nailing Details RAFTER SCALE: 1/8"=1'-0" TOP PLATE f LOAD BEARING WALL TO ROOF ATTIC HEADER OR 2x4 STUDc 2x4 STUDS SIMPSON MTS30 RAFTER STRAP OR @ 16"O.c.ro RAFTERS @ 16"O.C.TO RAFTERS F E AT EACH RAFTER TAIL e BLOCKING SIMPSON H2.5A RAFTER TAIL TO TOP PLATE TJI 560117/8" CJ @ 16"O.C. SIMPSON H2.5A TOP H2A CONNECT O TOP PLATE PLATE TO STUD BLOCKING BLOCKING STU SIMPSON H2A HURRICANE TIES AT 2-SIMPSON H2.5A HURRICANE TIES EACH RAFTER TAIL(INSTALLED ON AT EACH RAFTER TAIL(INSTALLED ON LOAD BEARING EXTERIOR SIDE ONLY) INTERIOR SIDE ONLY) WALL TO ROOF TJI 560 11 7/8" FJ @ 12"O.C. (4)1 3/4"X 16"LVL SIMPSON TSPZ STRAP SIMPSON SDWC15450 I WITH E COAT I ILLWBEAM POCKET I (3)1 3/4"X 16"LVL DROPPED CONT. 5 ALV.ANCHOR BOLT WITH A SIMPSON BP5/8-3 BEARING PLATE REVISIONS SEE FOUNDATION DETAILS f I CRAWL SPACE SIMPSON LSTA36 STRA 2-SIMPSON H4Z STRAPS BEAM POCKET SIMPSON LTP5 / N4 I I 31/2"0 STD.PIPE STRAP t I COL.DN(TYP.) jc 'fa'>EFI/ r - Typical Wall and Sill Strapping Detail x; IS 6 — — TYPICAL t gl` nc I 1 L _ _— L — � L — � Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State k ' — — — — — WALL AND SILL STRAPPING D ETA I L Education Law,Article 145,Section 7209,for any person unless acting under the 48"X48"X12"P.C.FTG direction of a licensed Professional Engineer,Architect,or Land Surveyor,to alter any t , 0 1<;1 t4, r #5 REBAR @ 12"O.C.BOTH DIR.(3 MIN.) item in any way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is ` ---_ OR AS SHOWN ON PLAN altered,the altering Engineer,Architect,or Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her signature and the date of such alterations,and a specific description of the alteration. FIRST UNIVERSALIST Scale:AS SHOWN Condon Engineering, P.C. CHURCH OF SOUTHOLD 1755 Sigsbee Road 51970 MAIN ROAD (NYS 25) ASk Drawn by:JJC Mattituck, New York 11952 SOUTHOLD, NEW YORK (631) 298-1986 (631) 298-2651 Fax Date: 1/5/2023 www.condonengineering.com STRUCTURAL DETAILS P -17,19 P2-21,23 P2-22,24 P2-27 Notes: ELECTRICAL. LEGEND P2_2 P2-4 P2-5 P2-6 All wiring and equipment are to be be provided and installed by the Electrical FUJI CLEAN Control contractor(EC) in accordance with the National Electric Code (NEC) and Local TYPE: DESCRIPTION WATT OTY. MANUFACTURER System System ystem Panel with a GFI Receptacle Electrical Codes. #1 #2 #3 ®� EXHAUST FAN SEE PLANS — — — — — — — — — — — — — C-ond: Gond:- — — — — — — —�F — - — The EC will file all necessary forms and pay all fees for the electrical work shown on these drawings. The contractor will arrange for all inspections and secure a Fire Underwriters certificate which is to be turned over to the owner at the completion of HARD WIRED SMOKE DETECTOR/CARBON - - BY SECURITY ° ° ° mo GFI the work. MONOXIDE DETECTOR GFI I I * Route HV feeders underground from transformer to distribution pole or UG 1 1 I 1 interface in coordination and cooperation with PSEG specifications. 1 Kichen P2-1 P2-3 ;ef I I * Route LV feeders underground from transformer to CT and m I 1 1 g meter cabinet and to SWITCH - SEE PLANS LUTRON � main panel in cellars of the main house and pool house. $3 3-WAY DIMMER SWITCH - SEE PLANS LUTRON ( o ° P2-9 re I 1 1 I Small Gathering Place 1 *All foundation penetrations for entry of directly buried feeders are to be equipped 1 1 with galvanized steel sleeves. RMC is to be used at all other foundation and floor D D PFI penetrations. The sleeves and conduit are to be installed prior to pouring of the 20 AMP GROUND FAULT INTERUPTOR- - SEE PLANS ( GFI GFI GFI GFI foundation walls and floor slab. MOUNT VERTICAL @ 6"ON CENTER 1 1 GF 1 I ABOVE COUNTER TOP 1 1 :913F * Furnish and install new service equipment and circuit breakers as shown in these 1 drawings. All panels and breakers are to be Iabeled.The electric panels are to be INDICTED ON N. ELEVATIONS 20 AMP DUPLEX RECEPTACLE MOUNT AS _ SEE PLANS 1 I installed and grounded in accordance with the NEC and Local Electric Codes. P -16 I 1 * The electrical panels are to be e/w surge suppression devices. P1-15 pp 1 * GFCI and convenience outlets are to be Lutron "Architectural Style"duplex type. Home Run Symbol - Panel and Circuit# Switches are to be Lutron Nova series dimmers and matching on and off and three and four way switches by Lutron. Color: White * Unless noted elsewhere in the Architectural Drawings, the following typical mounting 1 1 P1-14 P1-16 P1 3 heights above finished floor are required for the devices shown: 1 I 1 -All receptacles are to be 16" above finished floor(AFF) unless noted II otherwise. -All switches are to be 44" above finished floor(AFF) unless noted otherwise. 1 Foyer 1 - Floor outlet locations shown are approximate and shall be field positioned by owners once furniture layouts are known. P1-12 -All GFI outlets to be centered 42"above finished floor (AFF) unless o u let i — otherwise shown on interior elevations. U -Telephone & Computer Jacks are to be 16"above finished floor(AFF) unless noted otherwise. — estroom I - Power Panels the tops are to be 72" above the floor. 1 GFI AE]o Doill- 1 * The heights shown shall be to the bottom of the mounting box unless otherwise noted. 'I 1 * feeding All circuits I 1 g outlets and lighting are to be Arc Fault Circuit breaker protected. III III 1 * Install and wire all lighting fixtures, switches, outlets, as shown in the drawings. � - - � Restroom III Vest I * Install all necessary wiring to the mechanical equipment, condenser units and I � - -1 III � — � � - -1 III f— I I ry P1-1 III I III I 1 I 1 III I III Accessible I Restroom thermostats in coordination with the HVAC contractor. ( 1 III 1 I III 1 1 1 1 III 1 Pr_3 1 *All switch and outlet boxes,junction boxes, and pull boxes installed on heexterior 1 III 1 111 I I I 1 11 I I III GFI I are to be galvanized steel and rated for exterior use. t I III I I I11 I I I I III I I I I — —I III L — J III L — J L — J III L — J III *All exterior outlets are to be housed in weather proof enclosures. I GF 1 1 1 1 III I 1 1 * Dish washing machines are to be GFI protected. 1 1 1 1 1 III I Gallery III III I 1 I 1 1 Accessible * Install (2)4x8x4"AC grade plywood backboard panels for the computer and r--- Restroom III III Meeting Room III 1 — communications equipment on the wall in the cellar adjacent to the electrical panels. 1 I I III III III P1-1 I * Furnish and install new telephone and computer jacks and wiring as shown in the Entry Ve tibule III III III III drawing. All jacks are to be wired with Cat 5 cable and are to be "home runned" and terminated on a 66 type block on the plywood backboard located in the cellar. The — — — — — — — — D Chancel 1 cables are to be neatly secured with staples to the backboard. 1 III III III 1 I I III III III 1 *All TV jacks are to be type F connectors and are to be wired with RG59 coaxial 1 — — — — — — — — — — cable. The cables are to be home run to the plywood backboard in the cellar. All 1 I I III III III cables are to be stapled neatly to the backboard. I III III III I I III III III III 1 * Coordinate location of vent fans in bathrooms with lighting and ceiling diffusers. Solar 11 111 11 1 1 Vestibule 1 III III I 1 I I III I I 1 1 * Install a Photo Voltaic system on the roof of the main building. G III I I III I I III I I I 1 Lobby 1 * Solar panels are to be Sunpower Model E19/318 or equivalent and are to cover as 1 III I III I III I III 1 much of the roof surface as possible. The panels are to be secured to the roof with 1 P1-2 III I I III 1 III I 1 P1-4 III UniRac mounting rails and hardware or equivalent. 1 1 1 L — J 1 I I L — J L — J 1 1 1 L — J I I I * Shop drawings of the mounting system design is to be given to the Engineer for — — 1 III I ( 1 III P1-9 I approval prior to installation. 1 I 1 I ( I 1 P1 * The inverter panels are to be installed in the electric room as shown on the Electrical Feeder I I — — — — — — — — — — drawings. 1 GFI - - - - - - 1 Admin. Office Chair Storage P1-8 I � 1 I P1-6 P2-18,20 P-1 Main 1 1 Panel P1-7 1 II II ; Yt Electric Meter I System Ministers Office #3 — — — — — — — — — — — — — — — GFI i— — — — — — — — — — — — �. 1st Floor Plan = Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 114" V-0, Condon Engineering, P.C. First Universalist Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road Church the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 Southold, New York signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 T 1 1 1 1 1 . 1 1 1 J I JI (_D 1 x 1 M 1 1 1 1 1 ® 1 1 1 1 ® 1 1 (3)1 3/4"X 16"LVL DROPPED CONT. (3)1 3/4"X 16"LVL DROPPED CONI- 17T. 1 1 1 1 1 1 ® 1 1 1 1 1 1 1 1 1 1 1 z 1 1 1 PA 1 1 > 1 J CO 1 1 (2)13/4-X 117/8"LVL 1 � 1 1 co 1 1 1 1 1 1 1 1 P 1 1 1 1 (4)1 3/4"X 16"LVL DROPPED CONT. 1 (3)13/4"X 16"LVL DROPPED CONT. ,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 J J 1 1 CO JI 1 x x1 1 M m1 1 v' � 1 1 v1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 (3)1 3/4"X 16"LVL DROPPED CONT. ,--, (3)1 3/4"X 16"LVL DROPPED CONT. ,—, (3)1 3/4"X 16"LVL DROPPED CONT. (3)13/4"X 16"LVL DROPPED COJ -, ................ .....a........s.�■........ il{--------------------......II:[_III.--------------------- ■...� ... .................. ..a■�............JI��1:11......■.......... 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 J 1 J I 1 J P2-15 1 M 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 HRV 1 1 1 1 1(4)13/4"X 16"LVL DROPPED CONT. 11- (3)1 3/4"X 16"LVL DROPPED CONT. I• 111III•••••• ••••••IIIIII 1 L�P�A� 1 1 1 1 1 1 1 1 1 1 1 1 1 > —�1 1�0— o0 1 �— I x X 1 � AL 1� �1 1 1 1 1 Crawl Space Plan Scale: 1/4" = V-0, Condon Engineering, P.C. First Universalist Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Church Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Southold New York Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 (631) 298-1986 signature and the date of such alterations,and a specific description of the alteration. System System System #1 #2 #3 r- I- - - — — — — — — — — — — — — — — — — — — — — - end: C-ond— ond. - - - - - - - - - - - � II II II o II 1 II I R R R R Small Gathering Place Kichen ref_ II I I -- --- I I II R R IIDo II II II II II R R R R I W II II I � II S I R R R R R R R R II P1-24 3 3 R Foye R R R R > -L' Restroo U VI TFTo ticLg t R R I n - - - - - - - - I II I R 3 — L7 R III Accessible f_ III — — III — I I R Restroom L _ J � --I � �l III � � III R estry R R � I Restroom R I I I I I I I I ( I I I R R R I R I III I I III I I III I III III R w III III I 3 I R I III 1- - -1 _ L I L L III L — L III I III III III III Gall III III I R R R III III Meeting Room III III R — Acc�sible III III III III r Restrbom III R 1-23 III III III - - - �� - - - - - �-� - - - - - - - - - - �� - - - - - � I � --D -AlChancel III III IIIPI-22 Entry Vestibule III III III III III R R R R - III III III III so `�' I I III III III � II M III — III 1 III f III R Vestibule I I � I II III III R R III ( III I I I III I 3 I III I I III I I III I I R Lobby II III III I R R IR 3 R R R R R - - - - - - - - - R R ( - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - 2 P1-21 P1-2 R R R II II II P-1 Chair Storage Main 00 R R Panel R R Admin. Office I i Electric Meter I I ,�~^•�.. System Ministers Office LL - - - - - - - - - - - - -� - - - - - - - - - - - - - � — — — — — — — — — — — — — — --t 1 st Floor Plan = Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4" 1'-0, Condon Engineering, P.C. First Universalist Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road Church the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 Southold, New York signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 HRV Syst Iom I I #2 I ( I I I I I Mechanical Room HWH I From \ T IR N Belo \ HWH JJI I I I I I I I I I I \ \ I \ I \ I \ \ I T \ / / \ \ HV ATTIC - - -i- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � rr / I ❑ / I � / System / #1 <-\ — - - - - — - - - - 1I / I / I t- - - - - - - - -� I I I ( Attic Plan FScale: 4" = V4 Condon Engineering, P.C. First Universalist Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless less acting under the directi y of a licensed Drawn by : JJC 1755 Sigsbee Road Church Professional Engineer,Architect,or Land Surveyor,to alter an item in an way.If an item bearing the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 631 298-1986 Southold, New York signature and the date of such alterations,and a specific description of the alteration. ,P1 Recepticlesan Lighting Square D Model Q0130M200-200 Amp Breaker Breaker Position/Ckt# Use Breaker Size A B Breaker Size Use Position/Ckt# 1 Entry Restroom Outlets 20A-AFC 1,500 .e 7` 7 = 900 15A-AFC Entry Outlets 2 3 Meeting Room North Outlet 15A-AFC 1,080 1,080 15A-AFC Meeting Room South Outlet 4 5 Chancel Outlets 15A-AFC 1,440 LIPA 720 15A-AFC Chair Storage Outlets 6 Transformer 7 Ministers Office Outlets 15A-AFC 1,080 : '• 1,440 15A-AFC Admin. Office Outlets 8 9 Lobby Gallery Outlets 15A-AFC 1,440 -s ' 1,500 20A-AFC Access Bathroom Outlets 10 E 11 Access Bathroom Outlets 20A-AFC 1,500 ,500 20A-AFC Rest Roo 71 1 m Outlets 12 13 Foyer and North Hall Outlets 15A-AFC 900 .. 1,500 20A-AFC Kitchen Outlets 14 15 Kitchen Outlets 20A-AFC 1,500 ; (1) UG Run of(3)4/0 hz _ <" : . 1,260 15A-AFC Srt�ll Gathering Outlets 16 THHN,THHW Feeders with (1) 17 Spare No.6 Grd in 5" Sched 80 PVC Spare -77 18 19 Spare e 77 _ 15A-AFC Meeting Room&Entry Lighting 20 21 Offices and Chair Storage Lighting 15A-AFC -7777 77 15A-AFC Lobby &Gallery Lighting 22 23 Rest Roorrs and Stairs Lighting 15A-AFC 7. ,. 15A-AFC Kitchen and Small Gathering Lightin 24 CT 25 Spare Cabinet and Meter 4 Spare 26 27 are 14 i 77 Spare 28 (1) UG Run of(3)4/0 29 Sparek ', •° � ,,----THHN,THHW Feeders with (1) :" „" Spare 30 No.6 Grd in 5" Sched 80 PVC Total Amp Load 82.5 87.0 HCM14644M Panel Total VA Load 9,900 10,440 with 400 Amp Mai Breaker 400 P2 Appliances and HVAC Square D Model Q0130M200-200 Amp (3) 3/0 THHN,THHW 200 OOA Breaker Breaker Feeders with (1) No.6 Grd in 2 2" Sched 80 (3) 3/0 THHN,THHW er Size Use Position/Ckt# ositron/Ckt# Use Breaker Size A B Break 1 Dish Washer 15A 348 f PVC eeders with (1) No.6 Grd in77 -7,7777- " 2 „ Sched 80 PVC 8 Range Ho 2 34 15A Hood 3 Dish Washer 15A 1,200 15A Range 4 Square D Model 5 Range Hood 15A 3487777777 Q0130M20C-200 Amp Square D Model „ Q0130M200-200 Amp 1,200 15A Range 6 7 Ref rig 15A 1,800 15A 8 9 Ref rig 15A 1,800 ' I ' 816 15A HVAC System# 1 AH 10 11 HRV#1 15A 471 Pi P2 816 15A 12 13 HRV#2 15A 471 ," 816 15A HVAC System#2 AH 14 15 HRV#3 15A 471 816 15A 16 17 HVAC System# 1 Cond 35A 2,616 816 "': 15A HVAC System#3 AH 18 Electrical Riser Drawing 19 35A 2,616 , 816 15A 20 21 HVAC System#2 Cond 40A 3,336 y • 3,612 r 50A HVAC System#3`Cond y t 22 23 40A f 3,336 3,612 50A 24 25 Boiler 15A 80 77 0 71 + 26 27 Septic System 20A 1,500 } _ 28 29 Spare 30 Total Amp Load 144.4 145.5 �- ;. Total VA Load er 17,327 17,454 a.f. Scale: 1/4" = V-0� Condon Engineering, P.C. First Universalist Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 1755 Si sbee Road Church Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing g the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 631 298-1986 Southold, New York signature and the date of such alterations,and a specific description of the alteration. ) System System System #1 #2 #3 1 - - - - - - - - - - - - - - - - - - Gond: C-end- end. - - - - - - - - - - -n 11 I1 II II j II 1 277 CFM S-7 Kichen ref 11 O --- 11 0 _iEO D A - 280 CFM 1 CF 1 EIV Small Gathering Place 1 1 - DW DW S 7 278 CFM--- 1 I1 — II II 11 R- 280 CFM R_ 281 CF R 551 CFM II ! ! ! II OT (D 1 Hall 4 S-4 1 1 88 CFM---- 45 CFM II II 11 11 11 - I Foyer S-4 36 CFM - 7 CFM U Restroom I S-2 S-2 S-2 ® Do vmr - - - - - - III III j III j III III 1 1 100 CFM III 100 CFM III 100 CFM III III / L ^ S_ F- — 7 Vestry Accessidle 61 CFM ` 1 1 I III I III I 1 III I I III 30 CFM Restroom,, 20 CFM III I I III III I I III I I III I R- \ _ / Restroom -1 III I I III I III I III I III III I I III I III I III I ( „-271 CFM L - -� III L — L III L - -1 III L _J 750 Cl I III III III III Ln / i s- 51 CFM 6 x 38 11 1 1 1 1 1 1 1 1 1 1 [DGallery Up 12 Abov Accessib�� 61 CFM --�- S-3- III 11 11 11 III Restroom{\ Floor Meeting Room I� III 111 III III I11 � r � � 1 III III III III Entry Vestibule III 1 III 1 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - � i � -D- Chancel 1 I III 1 I1 ILM I 111 111 III III 1111 III 1 1 I I I 1 -1 III 111 111 III II1Ll 51 CFM 111 111 111 111 I 1 L 3- 6 x 38 750 Ci� S- 71 CFM - III 11 - 1 - Up 12'Abov I I f 7 III r- 7 III r- -1 I (- -1 I S_ Vestibule I 111 I I II1 I I I11 I ( 111 I I III � I III I I III I III I I ) I I III Lobby 65 CFM III I 11 I I I1 I I I1 I I11 ( 1 111 1 1 I11 I 1 I11 I I I I III L — _J III L — L Ill L - -1 III L - --J I11 Hall 6 S-2 100 CFM S-2 100 CFM I S-2 100 CFM I 1 1 1 I I1 I II II U - - - - - - - - - - - OAdmin. Office - - - - - - - - - - - - - - - - - - - - - - -2 R- - 61CFM Chair Storage ----268 CFM S- I 1 134 CFM T System 77 CFM Ministers Office S_ 134 CFM 77 I k - >t�. #3 180 CFM S-7 181 CFM r I .R LL - - - - - - - - - - - - - - - - - -- _ - _-_ t_ - - - - - - - �_ - J 1st Floor Plan Scale: 114" = V-0' Condon Engineering, P.C. First Universalist Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education 11Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn b JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing y ' 1755 Sigsbee Road Church the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation Altered by'followed by his/her Date : 3-6-2023 Southold, New York signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 I I HRV I I I I I I I I I System I I I I I I I I I I I I I I I I - - - - - - -I � � I ( S- HWH ( 84 CFM IT I I \ I Mechanical 0 WTIR N HWH I Room Vi FFF--U I I I I I \ I \ I RV ATTIC �4--- — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - �I 2., / ❑ / System / #1 / I / L(-- - - - - - - _ I / I I I I- - - - - - - - -� I I I I 4 r t r^ Attic Plan Scale: 1/4" = 1'-0, Condon Engineering, P.C. First Universalist Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn b JJC s Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing Y 1755 Si gbee Road Church the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 Southold, New York signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 I � I Through -- ► HRV Roof 277 CFM I II II 10 x 1 Zone#2 Damper 280 CFM VD VD 12 x 12 I Z e#1 Damper p �° �° "O 0„ f2��8, CFM Irk ► I 14x1 2 �cA I II I ► 18 x 18 Syst�m 16 16 ► I ( I ► I I I ► 10�� 10 EBD Bypass Damper 5 CFM y I and 12" 0 Duct ► I - - - 280 CFM 1281 CFM 1 _ - I 14" 551 CFM 1 0 I ► 88 CFM 3" ► I � I I I I I I _ 0 II — — — — A6 CFM I II II 7 CFM o Mechanical Room I I I I HWH ► II I I ► i 4 It I JT IR �Nj (HW)H 84 CFM \ I° ► I ( I \ ATTIC I V° 61 CFM 4 ► \ \ 271 CFM UNFINISHED ATTIC = - - _ L -1 L I I- - - � \ Thr l' h 23 ► \ Roof I I 10" \ \ f I VD 61 CFM 4" CO ► - - - \ 6 V \ / I ► EBD Bypass Damper °O \ and 12"0 Duct a--- i - - - - I / \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ► ( ( Meeting Room VD 4 ► I I I Z n #3 Damper 65 CFM 14 x 14 Zone#2 Damper I ► - - — - - - - System I I I— F F / #1 / Zone#1 Damper oo 00 = I I I I ► I I I / I ox 00 / 6 I ► a L L __� II ► I I ► I / X i VD134 CFM // 268 CFM I V° 134 CFM _ __ J ❑ I I � 6" 361 CFM I ► I II I l 12" l i ► I I V° I I I ► I II ► L - - - - - - - -I I VD 8" II I 8 II 180 CFM ► 181 CFM L— I I I I I F� . ------- IJ Tr _ — — — — — — — — — — — — — ..� r Attic Duct Plan Scale: 1/4" = V-0, Condon Engineering, P.C. First Universalist Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item bearing 1755 Sigsbee Road Church the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 Southold, New York signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 ! ! 1 1 1 PA 1 1 ! J ! J I [D I X I �r 1 ® MI „1 �1 1 ® 1 1 1 ® 1 1 1 1 (3)1 3/4"X 16"LVL DROPPED CONT. (3)1 3/4"X 16"LVL DROPPED CON,T. ® ■wwwwwwwwwww.w■Yt�iwww.wwwww.wwwwwww.ww.w ww.ww...www..w.. www..wwwwwwwwwww w■ U10 1 1 1 ® 1 1 1 1 1 1 I 1 1 1 1 1 1 1 1 1 1 1 I 1 1 ® 1 ® PA 1 ; 5� 1 `-" 1 J 1 (2)1 314"X 11 718"LVL xI JI■wwwwwwwwwwwwwwww IX M 1 v1 IM I XI 1 � 1 Cl) I 1 1 1 1 I ® 1 iU p 1 1 (4)1 3/4"X 16"LVL DROPPED CONT. I 1 .wwwwwwwwwwwww wwwwwwwwwwwwwwwwwwwwww w(3)1 / l DROPPED6"LVL T wwwwMMMMMMMM — wMMMI'MO WiMINwwwww 1 11 � RM 1 I 1 I 1 I 1 I 1 100 CFM 100 CFM f 100 CFM I 1 1 6x38 6 20 CFM p 12'Above T 6" I 1 I I Floor io 3" OT I JI � x x1 I co 30 CFM 4„ M 51 CFM } M 1 01 1 I VDLVD1VD VD VD VD 1 I I 8 x 8 1 1 1 VD 22 x 16 750 CFM 1 1 (3) 3/4"X 6"LVL DROPPED CONT. VD VD (3)13l4"X 16"LVL DROPPED CONTvD vD VD 1 1 ,—, �, (3)13/4"X 16"LVL DROPPED CONT. (3)13/4"X 16"LVL DROPPED C II _ �V w.wwww .ww.w.ww www.ww..w wwwwwww.wwww w ..w wwww.wwwwwwwww. ww.w www .w.w.ww.w.w.w.w w.w www w.w.w.wwwwwwww.w.. www...wwwww.www. ------------wwwww 1 4„ ! 51 CFM x 750 CFM 71 CFM 5.01 ; 00 6° I 7 FM 6" 1 1 1 I 1 I 1 J I 1 Up 12' AbovB56 CFM 24 x 16 1,500 CFM co Floor I I I x 100 CFM ! 100 CFM 1 100 CFM 1 1 1 1 I Iv 1 v1 1 1 1 1 1 1 1 1 I 1 TO/ IN 1 1 1 T 6' 1 1 1 1 1 1 1 I j(4)13/4"X 16"LVL DROPPED CONT. r.4—.1 (3)1 3/4"X 16"LVL DROPPED CONT. ❑ ww wwwwww wwww w wwwiwww�wwwwwwwwwwwwww wwwwwwwww'wwwwww�a------------wwwww PA I „ 1 1 1 1 (p 1 1 1 ! X 1 Vents Above N i J i Grade an 1 20 e/w Screens 1 � ! X 1 M Up to Air Handler 1 1 1 - 1 I Crawl Space Duct Plan = Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education [S7cale: 4" V-0' Condon Engineering, P.C. First Universalist Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn b JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing y ' 1755 Sigsbee Road Church the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Mn4 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 Southold, New York signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 System Specifications Notes: _ Ducts Minister and Notes: Administration *All trunk and run out ducts are to be rigid galvanized. Flexible ducts are only to be used at Location Offices Kitchen, Small Main Meeting All equipment is to be furnished and installed in accordance with the New York State and and Gathering � connection points Return Diffusers and Grilles Lobby and local Building Codes and the manufacturers instructions. All equipment is to be tested and Restrooms Room balanced in accordance with the manufacturer's instructions and the air flows shown in the *All run out fittings are to be equipped with balancing dampers. Attic Mech drawings. Designation Manufacturer Model Description Room * Run out ducts are 6" round galvanized unless noted otherwise. All work must be done in a neat and workman like manner. Anemostat 1„ System# 1 2 3 * Duct sizes shown on the drawings are interior dimensions. R-1 Model TL-1 W 40 x 9 (WxH)-2 Spacing, 0 Deflection Floor Return Grille Y Air Handlers and Compressor/Condenser Units Design Loads * Floor joists/girders/trusses are not to be notched or cut. Consult the Engineer regarding R-2 Anemostat Model SLAR- 75-3 36 "- Slot Ceiling Return Grille -3 Slots * Equipment is to be Carrier Equipment. blockages due to floor framing members. Sensible Cooling (BTUH) 14,670 17,847 18,336 R-3 Anemostat Model SLAR-75-3 24 "- Slot Ceiling Return Grille -3 Slots *All equipment is to be installed in accordance with the manufacturer's specifications. *The interiors of all diffuser and return duct boxes are to be painted black. Latent Cooling (BTUH) 4,793 7,321 15,767 Anemostat Model SLAR-75-4 36 "-Slot Ceiling Return Grille-4 Slots *Air handlers installed in attic spaces are to be suspended from the roof framing. *The duct system is to be balanced to produce the air flows shown in the drawings. R-4 Total Cooling (BTUH) 19,464 25,168 34,103 * The fans used in the systems are to be Electronically Commutating Motors (ECM). R-5 Anemostat Model SLAR-75-2 24 " -Slot Ceiling Return Grille-2 Slots Y Y g ( ) * Supply Ducts are to be insulated with a minimum of R-8 insulation. * Refrigerant is to be R 410A. * Return Ducts are to be insulated with a minimum of R-8 insulation. Heating26.6 29.1 50.6 Supply Diffusers and Grilles (MBH) * All condensing units are to be equipped with Suction Line Accumulators. * Panned ducts are not to be used. * Honeywell thermostats are to be used to control the systems. *All duct seams and joints are to be sealed with mastic. Designation Manufacturer Model Description System Specifications * Verify the proposed location of condensers with the Architect prior to installation *All ducts are to be cleared of all construction debris prior to final completion. S-1 Anemostat p p Model AL112-2.5-FG 2 4 x 12 Slot Floor Diffuser Air Flow (CFM) Part/Full Load 900/720 1,200/960 1,500/ 1,200 * Furnish and install all signal and power electrical wiring. * Return ducts are to be acoustically lined. Air Handler Model No. * FE4ANB006 FE4ANB006 FE4ANB006 S-2 Anemostat Model AL112-5-FG 5 x 12 Slot Floor Diffuser * Furnish and install all piping and pipe insulation and valves for heating in all units. * In rooms without dedicated returns, the doors are to be undercut to allow air in room to Condenser Model No. * 24ANB736A 24ANB748A 24ANB760A * All condensers are to be equipped with suction line accumulators. return to return duct. The HVAC contractor is to coordinate this work with the GC. S-3 Anemostat Model AL112-3.5-FG 3 1 x 12 Slot Floor Diffuser * Metal pans with float switches are to be installed under all air handlers/systems located in Boiler finished spaces and/or in unfinished spaces adjacent to finished spaces. ., S-4 Anemostat Model SLAD-75-1 12 - Slot Ceiling Diffuser- 1 Slot * See notes * Condensate drain pipes are to be routed to condensate pumps Hot Water Coil ** AXW110 AXW110 AXW110 Air Handler Equipment All units are to be equipped with drain pans with float switches. S-5 Anemostat Model SLAD-75-2 24 "- Slot Ceiling Diffuser-2 Slots Zones 3 3 1 * Zone Dampers are to be EWC dampers and Model BMPIus5000 control system with *Air handlers installed in the attic spaces are to be supported by the roof framing and are supply air temperature sensing capability. Supply air temperature sensors are to be installed S-6 Anemostat Model SLAD-75-2 12 "-Slot Ceiling Diffuser-2 Slots * Carrier Equipment not in contact with in the supply ducts in accordance with the manufacturer's instructions. Model EBD bypass he floor framing. dampers are also to be installed ** Precision Coils S-7 Anemostat Model SLAD-75-3 24 "- Slot Ceiling Diffuser-3 Slots *Aprilaire Model 700 humidifiers are to be installed in all of the systems in accordance with * Bathroom fan ducts are to be 4"0 semi rigid tubing and are to be terminated in the exterior the manufacturer's recommendations. walls with louvered vent hoods. S-8 Anemostat Model SLAD-75-3 36 "- Slot Ceiling Diffuser-3 Slots *Aprilaire Model 2200 High Efficiency Air Cleaners are to be installed in each of the The range hood is to be vented with metal duct in conformance with the manufacturer's systems. specifications. The duct is to be terminated in the exterior walls with the vent hood specified Auto Air Eliminator for the vent hood by the manufacturer. 1 " 0 Type L Copper with 1:/2" Insulation Heat Coi Auto Air Eliminator Boiler Notes: * Boiler-Weil McLain Model EVG 220 Net IBR = 179 MBH Gas Notes: System#3 Fired Diffuser and Grille Locations 1 " 0 Type L Copper * Boiler and water piping is to be filled with 40% Glycol water solution. with 1%2" Insulation * Diffuser and grille locations are schematic and must be Heat C 'I * Circulator Pumps are to be Taco Model 0013-SF3 unless indicated coordinated with the Architectural floor plans, ceiling plans and otherwise. interior elevations on all relevant sheets. *Water supply and return lines are to be insulated with a minimum of Bathroom Vent Fans Taco Model 0013-SF 1%2"foam or fiberglass insulation. .11 Vent Fan #1 - Fantech Model FR100- Non Continuous-With *The boiler and heat coils are to be tested for leakage in accordance Motor Controller with the manufacturers' instructions. Building Ventilation * Floor joists/girders are not to be notched or cut. Holes required for 1 " 0 Type L Copper 1 1 pipes are to be drilled through joists/girders in accordance with the Fantech HRV Model SHR 450- 3 Units- 300 CFM each with 1Y2 " Insulation following: Thermostats Controls #1 #2 # - Holes should be no larger than r3 the depth of the joist or girder. -The holes should be no closer than 2 inches to the edge of the Crestron CHV-THSTAT Thermostat System#2 Aut Air Eliminator joist/girder, * Consult the Engineer regarding blockages due to the floor framing members. Heat Coi .—r�r Water Supply o — Design Data Outdoor Summer DB = 830 F Outdoor Summer WB = 71° F 12" 2" 0 Type L Copper Outdoor Winter DB = 100 F Max with 1Y2" Insulation Indoor Coil Entering Cooling DB = 75' F Indoor Coil Entering Cooling WB = 630 F Indoor Relative Humidity Cooling = 50% Indoor Coil Entering Heating DB = 720 F System#1 9 9 1,4 Indoor Relative Humidity Heating =40% Super Stor Model Super Stor Model SSU-119 SSU-119 = '-°� —�- Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 1/4" 1 Condon Engineering, P.C. First Universalist ® Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC 1755 Si sbee Road Church ® Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing g the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Southold, New York Weil McLain Model EVG 220 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 631 298-1986 signature and the date of such alterations,and a specific description of the alteration. // / / ,/ (7.v , looll / 'loll loll loll 0 / // /g`� X �56 '�,� � G° \F �/ % f \�,�\\\ 'tea'• `r O G�pG� o 1 10. �� I , d,�G �� �� ����\�`�'� � . ,gyp � co C.O. • � / ,GRAVEL WJ LKAZ // I / P�J p \ 1 sa29 150 PROPOSED U.G. GAS SERVICE .t \\ o I I (CONNECT TO EX. STUB) / I 8'5'ao C 32.0, TEST HOLE ( r \ I I "ry '� a PROPOSE 1-STORY, HURtfi f UNFINISH D CRA L SPACE co \ \ o TUCKERS LANE E j1 a•5^ (ME ,ONLY) ��;� o 0 0 86007 20 F.F. 29.5 o PR ( ED 1 1/2 31967 WATER SERVICE I \ \ \ 29'0 9POS (CONNECT TO EX.TAP) 0 �D G. \ \ SF � ELIT� O C R �E �J 5 p 10 CIS pt- �� \,\ CIS 13.0, M 12.5 G T �• \ \ EX.WATER_ J ' IICn i �\ ---_-co,-' \ MAIN I LO 1 t 1 CO 7 -- CO I -- - ASPHALT z NN ' < PARKING � Q U w � 0It 1— I _ 26 1 i2 p U 1 J U 2 \ O J � I 1 1 \ ASPHALT � \\\ cn O O PARKING \ 'I �,_ O ~ I I N N a 1 1 O = C] \, U W Z]1 I (n \\ 1 D D I �w U • Q I I \\ 0 D ZwW 1 o � z Q O o EX. G SERVICE \ �2�` 27 b J ' 3N N o \ \ 27 U \ I �Co1 PROPOSED l�. Irt I Do \ \\ \ O; 1 ELECTRIC SERVIC 32.4' 7.0' \ WATER SERVICE o: o ASPHALT T- 2 `f Z O O U- W N M co o� =.� PARKING mac' 0 0 0,— rr�rii N o L- r— w a di \^ 2" T LINE TO RO \\ " 'c.o; 1 WITH I BON FILTER i I of I to o o I CNN cV 25 6� I I I O \ .O \ t ,: 23 W, 24 -------------------- - i I :.` i I „ 4' CHAINLINK FENCE ALONG LINE " s' of N74050,00 W 247.04 Cj LAND N/F OF 19 51750 ROUTE 25 LLC Scale: 1" = 20'-0" S.F. RESIDENCE •. ' `' CONNECTED TO PUBLIC WATER Scale: 1" = 20'-0" Condon Engineering, P.C. First Universalist Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road Church the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 PMI Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 631 298-1986 Southold, New York signature and the date of such alterations,and a specific description of the alteration. Notes: * All wiring and equipment are to be be provided and installed by the Electrical contractor(EC) in accordance with the National Electric Code (NEC) and Local System System System Electrical Codes. #1 #2 #3 * The EC will file all necessary forms and pay all fees for the electrical work shown �- - - - - fond: C-ond ond. _ _ _ _ _ _ _ _ _ _ _ � on these drawings. The contractor will arrange for all inspections and secure a Fire Underwriters certificate which is to be turned over to the owner at the completion of the work. SEM I * Route HV feeders underground from transformer to distribution pole or UG interface in coordination and cooperation with PSEG specifications. ref I * Route LV feeders underground from transformer to CT and meter cabinet and to O Kichen main panel in cellars of the main house and pool house. o� re` O Small Gathering Place *All foundation penetrations for entry of directly buried feeders are to be equipped with galvanized steel sleeves. RMC is to be used at all other foundation and floor DW DW 41 penetrations. The sleeves and conduit are to be installed prior to pouring of the foundation walls and floor slab. * Furnish and install new service equipment and circuit breakers as shown in these drawings. All panels and breakers are to be Iabeled.The electric panels are to be installed and grounded in accordance with the NEC and Local Electric Codes. * The electrical panels are to be e/w surge suppression devices. II 11 * GFCI and convenience outlets are to be Lutron "Architectural Style" duplex type. Switches are to be Lutron Nova series dimmers and matching on and off and three and four way switches by Lutron. Color: White II * Unless noted elsewhere in the Architectural Drawings, the following typical mounting I I heights above finished floor are required for the devices shown: I 4" PVC Up Through Roof -All receptacles are to be 16" above finished floor(AFF) unless noted otherwise. -All switches are to be 44" above finished floor(AFF) unless noted otherwise. Foyer PVC Down I - Floor outlet locations shown are approximate and shall be field positioned •� 0 I by owners once furniture layouts are known. `_ _ �-1 -All GFI outlets to be centered 42"above finished floor(AFF) unless otherwise shown on interior elevations. u U I -Telephone & Computer Jacks are to be 16" above finished floor(AFF) — — — — — — — — — — — — I unless noted otherwise. — — — — — — — — — — — — — — — — — — Restroom - Power Panels the tops are to be 72" above the floor. Gas Meter " PVC Up Do I I NI * The heights shown shall be to the bottom of the mounting box unless otherwise noted. All circuits feeding outlets and lighting are to be Arc Fault Circuit breaker protected. III III III III L Install and wire all lighting fixtures, switches, outlets, as shown in the drawings. Restroom " PVC Up Throug"oof-I III (- — — III III Vestry I * Install all necessary wiring to the mechanical equipment, condenser units and Accessible # i thermostats in coordination with the HVAC contractor. III I I III I I III I I Restroom 2�t PVCI I I I I III I I III I I I 1 *All switch and outlet boxes,junction boxes, and pull boxes installed on the exterior III III I I I III I III ® 2" PVC PVC U� Through Roof are to be galvanized steel and rated for exterior use. I III I I III I I I I III I I III ♦----- ---------- � * All exterior outlets are to be housed in weather proof enclosures. - - � III L - -J III L - -1 L -J III L - -I III III III ® Accessible * Dish washing machines are to be GFI protected. III III 1 III I * Install 2 4x8x3,4"AC grade plywood backboard panels for the computer and III III III III Restroom I I communi ationsequipment on the wall in the cellar adjacent to the electrical panels. III III Meeting Room III III I 1 III * Furnish and install new telephone and computer jacks and wiring as shown in the drawing. All jacks are to be wired with Cat 5 cable and are to be "home runned" and Entry Vestibule III III III I I I terminated on a 66 type block on the plywood backboard located in the cellar. The Chancel cables are to be neatly secured with staples to the backboard. D11 III III III *All TV jacks are to be type F connectors and are to be wired with RG59 coaxial III III III I i I cable. The cables are to be home run to the plywood backboard in the cellar. All III III III III — — — — — — — — — — cables are to be stapled neatly to the backboard. III III III I * Coordinate location of vent fans in bathrooms with lighting and ceiling diffusers. III III III ICI L _ _ III III III I Solar III — III — — --1 III — �1 I i I Vestibule * Install a Photo Voltaic system on the roof of the main building. III I III I I III I I I I * Solar panels are to be Sunpower Model E19/318 or equivalent and are to cover as III I III I I I III I I I i I Lobby much of the roof surface as possible. The panels are to be secured to the roof with III I III I I I III I III UniRac mounting rails and hardware or equivalent. I III I I III I I I I III I I III L — -J III L — -J L — -J III L — -J III * Shop drawings of the mounting system design is to be given to the Engineer for approval prior to installation. III III III I I I — — — — — — I III III III * The inverter panels ar I p e to be Installed in the electric room as shown on the U — — — — — — — — — — drawings. --- I I I II II I � II I � P-1 II Main Admin. Office Panel System Ministers Office ' .._. J_. I � #3 II - - - - - - - - - - - - - - - - -I I- - — — — — — — — — — — — � L— — — — — — — — — — — — — --J 1st Floor Plumbing Plan Scale: 1/4" = V-0, Condon Engineering, P.C. First Universalist ' Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn b JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing y ' 1755 Sigsbee Road Church the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 631 298-1986 Southold, New York signature and the date of such alterations,and a specific description of the alteration. To Septic System rF1 o a o o CO 2"0 C1 ref co \4"o C1 'to C1 ref -- > H--------- t o 1 1=--7---X=- --------------------T------------------- -7' yj Co 12 / DW D V,,' ------ 4"0 C1 co C D Zf,1111 \4"o C1 co \4"o C1 \4"0 C1 \4110 C1 co (3)13/4'X 16-1 VL DROPPED CONT. (3)13/4'X V LVL DROPPED COT — E ■...... ........ ---------------------- \4"o C1 -2"0 C1 2" PVC rom Above / Ito C 4 CO ------ ----- \4"o C1 > Coll To Grease Trap I 1 (2)13/4'X 11718"LVL \4 CI J \4"O C1 \4"o C1 2"0 C1 -i I I Jp (3)13/4"X 16"LVL DROPPED CONT Gas Servicer\, Gas Meter \"O C1 > X \4"o (3)13/4'X 16-LVL DROPPED CONT. r.=. (3)13/4"X 16"LVL DROPPED CONT. (3)13/4"X 116"LVL DROPPED CONT. (3)13/4'X 16"LVL DROPPED COAT� ----------------n .......... n cn cn \1 1/2"0 Water Service HRV 1(4)1 3/4"X 16"LVL DROPPED CONT. r.4-.1 (3)13/4"X 16-LVL DROPPED CONT == ----------------- PA > X Crawl Space Plumbing Plan Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Scale: 114" 1'41 Condon Engineering, P.C. First Universalist Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn by : JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in any way.If an item bearing 1755 Sigsbee Road Church the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Pm3 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 Southold, New York signature and the date of such alterations,and a specific description of the alteration. (631) 298-1986 Roof I I y"CW 1 , CW I I I I j I � I I I I I I 'v Boiler I I j� Accessiblp- Restrooms I I � I I I Vestry Re$troom Entry Restr om _ r.._.._ . 1.. HW._.._.._.._..� E:1I � I I I I I ( i:V r�/ I N N co J 1 - a I CO - N 1 Fr: co71 Super Super ! j J CO — Stor Stor ! i N CO _ SSU SSU i i Calleffi Model 132458AFC CO To Septic System _ 119 119 Balancing Valve 4" 4" CO 4" COIT-14 i Guest Bathroom 118 Weil McLain Evergreen i Model 9VG ! j Entry Restroom Kitchen i Vestry Accessible Bathrooms Roof i Is is Bathroom i Washer Washer Refrig Refrig I 17-71 N Air i Admittanc Valve Dou le Sink New Building Shut Off Valve in North Mechanical Roomr Island Sink Refrig. Refrig. Dish Dish i ! 2' CV1� � Cq CO Washer Washer 2"CW i_.._.._.._.._..1.._.._.._.._.._..1.._.._.._.._.. .._.._.._..i.._.._.._.._L._.._.._.._.._.._.._.._.._.._.._.._.,_.._.._.._.._.._..1.._........_.._........_..1.............. _..� „_........_.._........_.._.._.._.._.._.._.._.._.._.._........_.._.._.._.._.._.._.._.._.._.._.._........_.._.............._.._........ _.._.._.._.._.._.._..J Water Mai To Public ose Bibb (V cV tV = = Water Meter CO To Grease Trap 4" 4„ 4„ Water Plumbing Riser Drawing Waste Plumbing Riser Drawings 1" Sched.4 1" Sched. 4 106,500 BTU 106,500 BTU 1 a" Sched. 4 o Range Oven Range Oven \Fr Weil McLain Natural Gas Evergreen Meter an Model EVG Regulator 299 512,000 BTU 2" Sched. 40 2" Sched. 40 Gas Notes: Assumptions: - Natural Gas Inlet Pressure = 2 PSI or Less - 0.5 - Inch Water Column Pressure Loss - Specific Gravity of Gas = 0.63 - Heating Capacity of Gas = 1,000 BTU/CF -Total Gas Load = 512,000 BTU = 512 CFH Gas Plumbing Riser Drawing FScale: 4" = V-01' Condon Engineering, P.C. First Universalist Plans are prepared by Condon Engineering,P.C. It is a violation of the New York State Education Law,Article 145,Section 7209,for any person unless acting under the direction of a licensed Drawn b JJC Professional Engineer,Architect,or Land Surveyor,to alter any item in anyway.If an item bearing y ' 1755 Sigsbee Road Church the seal of an Engineer,Architect,or Land Surveyor is altered,the altering Engineer,Architect,or Mattituck, New York 11952 Plm4 Land Surveyor shall affix to the item his/her seal and the notation"Altered by"followed by his/her Date : 3-6-2023 Southold, New York signature and the date of such alterations,and a specific description of the alteration. (631 Z98-19H6