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�p�gUFPot, Town of Southold 7/10/2020 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41241 Date: 7/10/2020 THIS CERTIFIES that the building COMMERCIAL Location of Property: 1270 CR 48, Southold SCTM#: 473889 Sec/Block/Lot: 69.-3-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/27/2018 pursuant to which Building Permit No. 43053 dated 9/19/2018 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: commercial warehouse as applied for. The certificate is issued to Home Rescue Solutions Ltd of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL C10-18-0005 3/17/2020 ELECTRICAL CERTIFICATE NO. 43053 3/25/2019 PLUMBERS CERTIFICATION DATED 7/9/2020r6P c Plumbing e Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT a TOWN CLERK'S OFFICE o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 43053 Date: 9/19/2018 Permission is hereby granted to: Home Rescue Solutions Ltd C/O Rosicki, Rosicki &Assoc 51 E Bethpage Rd f Plainview, NY 11803 To: construct commercial warehouse as applied for per SCHD & Planning approvals. At premises located at: 1270 CR 48, Southold SCTM # 473889 Sec/Block/Lot# 69.-3-3 Pursuant to application dated 8/27/2018 and approved by the Building Inspector. To expire on 3/20/2020. Fees: NEW COMMERCIAL, ALTERATION OR ADDITIONS $1,528.40 CO -COMMERCIAL $50.00 Total: $1,578.40 Bu ingInspe Fenn No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit PIanning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of property showing all property lines,streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector sball state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: X Old or Pre-existing Building: (check one) Location of Property: 1270 County Road 48 Southold House No. Street Hamlet Owner or Owners of Property: Home Rescue Solutions LLC Suffolk County Tax Map No 1000,Section 69 Block 03 Lot 3 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Cynthia Rosicki, Managing Member Health Dept.Approval: C010-18-0005 Underwriters Approval: Planning board Approval: Request for: Temporary Certificate Final Certificate: X (check one) Fee Submitted:$ 50.00 pplicant Signature urso Town Hall Annex Telephone(631)765-1802 54375 Main Road C Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 roger.riche rt(W-town.Southold.ny.us lyc®Ui ,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To, Home Rescue Solutions Inc Address: 1270 CR 48 City: Southold St: New York Zip: 11971 Building Permit#: 43053 Section- 69 Block. 3 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA G&S Electric License No: 578-ME SITE DETAILS Office Use Only Residential Indoor X Basement Service Only Commerical X Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat gas Duplec Recpt 8 Ceding Fixtures 14 HID Fixtures Service 3 ph 200a Hot Water gas GFCI Recpt 1 Wall Fixtures 3 Smoke Detectors Main Panel 200a A/C Condenser 2 Single Recpt 1 Recessed Fixtures CO Detectors Sub Panel A/C Blower 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches 7 Twist Lock Exit Fixtures TVSS F1 Other Equipment: "WINE STORAGE BUILDING", 1-bath fan, 2-exit/emergency lights Notes. Inspector Signature: Date: March 26 2019 81-Cert Electrical Compliance Form.xls Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Souihold,NY 11971-0959 BUILDING DEPARTMENT u ` TOWN OF SOUTHOLD D � J JUL - 9 2020 Bv1I,r�'� �T• .,.r;'!-"!"rff0LD CERTIFICAT-IO.N Date: Building Permit No. 0 Owner:.( {� (Please print) Plumber:_ (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this -- \ day of 20c�-o CONNIE D.BUNCH Notary Public,State of New York n� No.016U618 Qualified in Suffolklk County Commission Expires April 14, Notary Public, 2- (;`aunty. �0��0 UTyolo * # TOWN OF SOUTHOLD BUILDING DEPT. °ycou765-1602 INSPECTION ' [ FOUNDATION 1ST (0#71n [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: odd din ► / N06 ov4 Sv�� �o o� i� r �(i�✓ -� DATE INSPECTOR SOU * # TOWN OF SOUTHOLD BUILDING DEPT. courm��'' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: l DATE INSPECTOR u �jd�3 SoUTyo # TOWN OF SOUTHOLD BUILDING DEPT. `ycou765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING '" REM KS: S cswUZ°- Q V wv J Q v✓e/ p DATE la2616 INSPECTOR ho��OF 50UTy0� # # TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. 3 [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION �'�ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. couffom 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ]�INSULATION GH PLSG. FOUNDATION 2ND [ 6vin in - [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL AL) [ ] CODE VIOLATION [ ] CAULKIN REM RI(S: 14 Q o qA-1 i S cu 43) S f -�s . - a- �,.... DATE INSPECTOR %eml P-4 OE SOUTyO� # TOWN OF SOUTHOLD BUILDING DEPT. Comm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLRG. C> � [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE � ( INSPECTOR h� 'o * # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,��' 765-1802 INSPECTION- [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 07 s DATE �� INSPECTOR u�0-�3 i SOF 5opl�o hod 6 o . # TOWN OF SOUTHOLD BUILDING DEPT. :Ns `ycoutm��' 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLSG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [vof FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAU"LK REMARKS: leg r v WL 3 DATE B INSPECTOR PJ Gruber Architect P.C. 476 Expressway Drive So. Medford, N.Y. 11763 D SDC DD F E B 1 3 2019 February 12,2019 m, DE7 Bgy6J9YJVG h+�ZAP k c TOWN OF SOUTHOLD Town of Southold Building Department 54375 Main Road P.O. Box 1179 Southold,NY 11971 Attention: Mr.Mike Verity Re: Sparkling Point Winery Warehouse Dear Mr.Verity: This is to certify that the above referenced project is substantially completed and is in full compliance with the 2015 New York State Energy Conservation Code. We have performed COM Check and compliance certification(copy of which you have on file with the original building permit application). This is also to certify that the building is in compliance with Chapter 4 of New York State Energy Code Section 402.5.1.2.1. All Materials used conform to this section of the code, therefore,the building envelope is air barrier compliant. Very truly yours, g¢p ARC �4• I J. 4( Rob J. Gruber � s Architect 01 23571 OF Jq&I Tel; 631-654-4949 • Fax: 631-654-2101 E-mail: rjgruberra@aol.com ®53 Cary Insulation r Lie#55224;H1901510000;8641-2015;L001491 `OM1 1600 9th Avenue Bohemia,NY 11716-1201 Tel:631-218-9350,Fax:631-218-9354 F E B 1 3 2019 WORK AGREEMENT TO: HOME RESCUE SOLUTIONS RE: 1270 Country Rd 48/Insulation �- Address TTN:JOHN BERTANI 51 E.BETHPAGE ROAD,PLAINVIEW, Address: 1270 COUNTRY RD 48 SOUTHOLD,'SUFFOI;K,NV1 1197f NY 11803 Attn: Date: 12/04/2018 Expiration Date: 03/04/2019 Tel: (516)383-0160 Estimator: Hartley,John Fax: Quote#: 74360137 Version 1 of 1 Division#: 654-BOHEMIA CI-9TH Subject to the terms and conditions stated in this agreement,Contractor is willing to furnish to you all material and labor required for the Scope of Work described below: Scope of Work(the"Work")to be performed: Draft stop,fire block,fire stop(UBC 708.2.1 et seq.,formerly 2516(f),or locally adopted equivalent),and fire rated caulking are not included within Contractor's Work unless specifically listed below. Plan#: NA INA Trade: INSULATION Work Area Product Notes CEILING AREA FLAT IBA KN R-38 KFT 24"X48"64 SF 16' ———————————————————————————————————————————————— EXTERIOR WALLS NOM.5"CLOSED CELL FOAM R-34 CCX WINTER 16 ———————————————————————————————————————————————— POLY POLY FILK2M8'4"X200'CLR DOORS WINDOWS AND FLOOR 10'OUT FROM WALL ------------------------------------------------- - INTERIOR ----------------------------------------------- INTERIOR PARTITIONS IBA KN R-19 UNF 16"X96"106.67 SF SC 16 —————————————————— —————— ————————— ——————————————— AIR INFILTRATION HI FIRESTOP SEALANT FS-ONE MAX 20 OZ FOIL CAULK USA 600 PAINTERS 10.1 OZ. PLATES AND CORNERS FOAM TOUCH N SEAL NO WARP 20 OZ. BAFFLE,CORG;16"OC X23"LG ———————————————————————————————————————————————— Base Price: $249955.00 Additional Information: floor must be poured no overspray on floors Options Initial CEILING AREA 1ST FLOOR IBA KN R-19 UNF 16"X96"106.67 SF SC +$2 .00 NOTE:This agreement consists of multiple pages.If you do not receive the number of pages noted below,please contact Contractor directly at the telephone number stated above. TERMS OF PAYMENT:Payment in full due as stated on invoice regardless of any payment arrangements you have with third parties. ACCEPTANCE:Contractor may change and/or withdraw this agreement if Contractor does not receive your signed acceptance within 10 business days after the Date stated above. PRICING:The prices stated in the Scope of Work above will remain firm for 90 days after the Date stated above.If performance of this agreement extends beyond this 90 day period,you agree to pay Contractor's then current pricing("Price")for any Work performed after that 90 day period.The Prices are based only on the terms and conditions expressly stated in this agreement The Prices exclude any and all terns and conditions not expressly stated herein,including,without limitation,any obligation by Contractor to name you or any third-party as an additional insured on its insurance policy;to provide per project aggregate insurance coverage for the Work;to participate in any owner controlled,wrap,or similar insurance program;to indemnify or defend you or any third-party from any claims,actions and/or lawsuits of any kind or nature whatsoever except to the limited extent state in Section 18 of this agreement Any terms or conditions required by you by contract or otherwise in addition to or inconsistent with those expressly stated in this agreement will result in additional charges and/or higher Prices.Any additional work performed is subject to Contractor's then current pricing(unless Contractor otherwise agrees in writing)and to this agreement CUSTOMER: CONTRACTOR kZ By: By: SIGNATURE TITLE SI AT7URE TITLE eN710 � �a Company Name1Vate: THE INFORMATION CONTAINED IN THIS AGREEMENT IS CONFIDINTIAL.NEITHER THIS AGREEMENT NOR ITS TERMS MAY BE DISCLOSED TO THIRD PARTIES. 60471 v9 Page 1 of 3 I P -Or -1�� ©� ICYNENEO THE EVOLUTION OF INSULATION INSULATION CERTIFICATE This foram must be filled out and posted to comply with building code requiremen Meets IRC requirements: 2006 IRC-N1101.2,N1101.4,N1101.8 -. 2009 IRC-N1 101.2,N1 101.4,N1101.8 FEB 1 3 2019 2012 IRC-N1101.3,N1101.7,N1101.12 The following spray polyurethane foam product(s) has/have been installed. ❑ LD-C-50 ❑LD-R-50 ❑ MD-C-200 ❑ MD-R-200 ❑ MD-R-210 ❑Other Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC)2006 IRC R314,2009 IRC R316,2012 IRC R316-Foam Plastics for specific requirements.The aforementioned Icynene spray-polyurethane foam insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* Attic Area R- 0 at 0 inches Sloped Ceilings R- at inches Walls(location): lExteriorWalls R- 34 at 0 inches Walls(location): F R- at inches Floors(over an unheated crawl space) R- at inches , Crawl Space Perimeter R- at inches Basement Walls R- at inches Other(location): R- at inches *Nominal thicknesses are representative of field,spray-applied foam material. Jobsite Address 11270 CountrV Rd 48 Southold NY 11971 Date of Insulation Installation January 15th,2019 Building Contractor Home Rescue Solutions Insulation Contractor lCary Insulation(A Truteam Company) Insulation Contractor Phone (631)218-9350 Installed By lWilliam Kriz INSULATION CERTIFICATE • DO NOT REMOVE Please post near electrical panel. ICYNENE Inc. 6747 Campobello Road, Mississauga ON L5N 21-7 Canada ICYNENE.COM r ki I r.4 0 M(5- "I'Ll6-5 oues -f2�v 1 0 Y%/5 Job Name SPARKLING POINT Prepared By i UnitTag Y4C-1 Quantity 1 Trane Precedent Gas/Electric Packaged Rooftop Viiffoverview-YSC-0,4-80-00oo,G-0or'a004 0 6 6 6 6 _0- =w Ex ernal O)Il 16. '�-Z ,,avw 0,7171 EA:F �p Clon]ff'_ITCH:!�=Ize, �SIJP jVj'Firft2j� 77 (77,� 7 F-7,77 T —-j Length -61M, L 011,n, 'L 'LERJj 14.W 1 ,,ac9h _(048) 1 -Height, " - � L_- " , 120 ,IF 0� 01 F StaticWidt s e 4 T Ton ,(048) f 16 jCalj�:5�ddjnH2OO E=P 4,1 ft J�: C2 Q.Lb� �IC q b,,]' -N ias0ferti1208=230/60/3- _,y 5 00 �' �j�i rt µo> �' { c 'L '44 -EB 1 3 2019 D _j M_�A ' I i UnitControl c-ElFiac E-7 -Entering g O. F `Y7; _578:g—9 ,Ehfelrrr66_:Weet,Bu1tT F` 7 ross ITotall M§h 8 .7, P.WEE Aff 7 L9 y .r^ Leaving Coll Dry Bulb ME�_§_.Ok f i E E 1 1:771`7 -'77`77 77fi it IT67fil,W.E 7=96 ,5_`,�_' -E,i. I -E -h- !Wbtf!!Ifj�bEC15�.q F:L: Sensibles '� `;Leaving Urilt Dry Bulb 58.69 F ,� Fan'Motor KWBF7., 41"C�._tQ_E]"I"I", 3 1:I -_T .3 1 Er=�.,�-,.i K 75A®r!g g Leaving_Dew oin!1=56.�El��F •R -,777777-7-7,, Eaffip-W rk6�LREaC,' 7 7� 7, 77 Heatin T, 'P §,§iagj s 0 ilCh::j__�17 it- cCaEirl—a'a Efig F lg�C pAc Fj:ff�C 10 fr" _7,_,1" 71_1`_ 7-5777777,-77 Heating EA H _j_ _-Ke rf ill 1. 0 F� .,RN Fan Section dc C.d�7 ifive ir "Indoor- Performance '77 -ri F�600 dm _10�ce � ; ,Design'ESP 0§ 06�in H20 Condenser r FLAB 40 — N 7Pe NMI s tF61,FLA6 ,9 liaTlp ranjPwij.5§ hp j E7171 Indoor Fari.FLAFT-40 -,-''- Power—6:60-- gw rciat—IRFAN�_.:�Tfo—A-77 Circuit 2 R_L_ 2019-01-2815:13:122 Page 1of9 ��'7 Job Name SPARKLING POINT Prepared a... DJV RNMuff Unit Tac Y4C-I L e._ Quant6 i TOP PANEL CONDENSER FAN EVAPORATOR SECTION ACCESS PANEL CONDENSATE DRAIN(ALT) 3/4'-14 NPT DIA HOLE CONDENSER COIL 41/4" 9116' UNIT CONTROL WIRE 7/8"DIA.HOLE 421/4" SERVICE GAUGE PORT ACCESS 1 3/8"DIA.HOLE UNIT POWER WIRE CONTR0LAND CO MPRESSO R ACCESS PANEL THROUGH THE BASE 1/2"NPT GAS CONNECTION CONDENSATE —2312'� NOTES 43118" 1.THRU THE-BASE GAS AND ELECTRICAL IS NOT STANDARD ONALL UNITS 2.VERIFY WEIGHT,CONNECTION,AND ALL DIMENSION WITH INSTALLER DOCUMENTS BEFORE INSTALLATION - r---- I I I I I I I I RETURN 1 18" 1 I SUPPLY I L 1512" 91A"L 14" 1 L3518" PLAN VIEW UNIT DIMENSION DRAWING RETURN407/8" HORIZONTAL 23 1/4" SUPPLY 14 3/4' 20114" AIR FLOW 0014 1 00 4314" 55/8" 11 1 L171/4" 487/BL31/4"� 33/18" 4 1/4" 69 7/8" 59/16" CONDENSATE 7 5/8'- 44114" PACKAGED GAS I ELECTRICAL DIMENSION DRAWING 2019-01-28 15.13 12Z Page 2 of 9 C Job Name SPARKLING POINT e Prepared By DJK Unit Tag Y4C-1 Quantity 1 SUPPLY RETURN 3/4"-14 NPT ®® , DRAIN CONNECTION 239/16, \41/4° ISOMETRIC-PACKAGED COOLING 2019-01-2815,13:122 Page 3 of 9 Job Name SPARKLING POIN— " y / ° Prepared By DJV t.r ui�I t:* Unn Tap YAC-I Quantity.l ELECTRICAL/GENERAL DATA GENERAL(2)(4)(5) HEATING PERFORMANCE Model YSC048G Oversized Motor HEATING-GENERAL DATA Unt Operating Voltage 187-253 MCA. NIA Heating Model High Unit Primary Voltage 208 MFS N/A Heating Input(BTU) 130,000/91,000 Unit Secondary Voltage 230 MCB N/A Heating Output(BTU) 105,300173,710 Unit Hertz 60 No Humors' 4 Unrt Phase: 3 No Stages 2 EER/SEER 12 0114.0 Standard Motor Fold Installed Oversized Motor Gas Intel Pressure MCA 254 MCA. N/A Natural Gas(Mm/Mix)- 4 5114 0 MFS: 350 MFS: N/A LP(Min/Max) 11 01140 MCB 350 MCB N/A Gas Pipe Connection Size: 1/2" INDOOR MOTOR Standard Motor Oversized Motor Field Installed Oversized Motor Number. 1 Number. N/A Number. N/A Horsepower 1 0 Horsepower. N/A Horsepower N/A Motor Speed(RPM) — Motor Speed(RPM) N/A Motor Speed(RPM) N/A Phase 1 Phase N/A Phase NIA Full Load Amps: 69 Full Load Amps NIA Full Load Amps' N/A Locked RotorAmps — Locked Rotor Amps. N/A Locked RotorAmps. N/A COMPRESSOR Circuit 1/2 OUTDOOR MOTOR Number 1 Number. 1 Horsepower. 36 Horsepower 033 Phase. 3 Motor Speed(RPM) 1100 Rated Load Amps- 13.7 Phase. 1 Locked RctorAmps: 83.1 Full Load Amps 14 Locked RotorAmps- 46 POWER EXHAUST ACCESSORY (3) FILTERS REFRIGERANT (2) (Field Installed Power Exhaust) Type Phase N/A Type- Throwaway Horsepower. N/A Furnished- Yes Factory Charge MotorSpeed(RPM) N/A Number 2 Circuit#1 3112" Full Load Amps: NIA Recommended 20"x35"xZ Circuit#2 N/A Locked RotorAmps: N/A NOTES 1 Maximum(HACK)Cimut Breaker sizing is for installations in the United States only. 2 Refrigerant charge is an approximate value For a more precise value,see unit nameplate and service instructions 3 Value does not include Power Exhaust Accessory 4 Value includes oversized motor 5.Value does not include Power Exhaust Accessory 6 EER is rated atAHRI conditions and in accordance with DOE test procedures 2019-01-28 15 1312Z Page 4 of 9 Job Name SPARKLING POINT Prepared By ® UnIt Tag Y4C-1 K Quantity. CLEARANCE FROM TOP OF UNIT 72' CLEARANCE 36" CLEARANCE 48" SUPPLY RETURN DOWN FLOW CLEARANCE 36" HORIZONTAL CLEARANCE 18" CLEARANCE 36" PACKAGED GAS ELECTRIC CLEARANCE ROOF OPENING I I UNIT OUTLINE I I 37 I 441/2" I I I 40° 68 3/16° PACKAGED GAS/ELECTRIC DOWNFLOW TYPICAL ROOF OPENING 2019-01-2815,13,12Z Page 6 of 9 Job Name SPARKLING POINT Prepared By Unit Tag Y4C 1JK Quantity 1 INSTALLED ACCESSORIES NET WEIGHT DATA ACCESSORY WEIGHTS ECONOMIZER D MOTORIZED OUTSIDE AIR DAMPER D C D MANUAL OUTSIDE AIR DAMPER D BAROMETRIC RELIEF OVERSIZED MOTOR D BELT DRIVE MOTOR O O POWER EXHAUST TH RO UGHT THE BASE ELECTRICAUGAS(FIOPS) D UNIT MOUNTED CIRCUIT BREAKER(FIOPS) D UNIT MOUNTED DISCONNECT(FIOPS) D POWERED CONVENIENCE OUTLET(FIOPS) D HINGED DOORS(FIOPS) D B O HAIL GUARD SMOKE DETECTOR,SUPPLY I RETURN O PACKAGED GAS/ELECTRICAL NOVAR CONTROL D CORNER WEIGHT STAINLESS STEEL HEAT EXCHANGER D REHEAT D ROOFCURB D BASIC UNIT WEIGHTS CORNER WEIGHTS CENTER OF GRAVITIY SHIPPING NET F0720501b © 4601b (E)LENGHT (F)WIDTH 598 0 l 492 0 Ib © 183 O lb DO 58 0 Ib 33" NOTE 1. All weights are approximate 2. Weights for options that are not list refer to Installation guide 3 The actual weight are listed on the unit nameplate 4 Referto unit nameplate and installation guide for weights before scheduling transportation and installation of un8 5. The weight shown represents the typical unit operating weight forthe configuration selected Estimated at-1-10%of the nameplate weight. 6 Verify weight,connection,and all dimension with installer documents before installation. 7 Comerweighls are given for information only 8. NeUShgrpmg weight ofoplional accessories should be added to unk weight when ordering factory or field installed accessories J E F ® 4 PACKAGED GAS/ELECTRICAL RIGGINGAND CENTER OF GRAVITY 2019-01-28 15.13 12Z Page 5 of 9 JobSPARKLING POINT Prepared 8 DJK Unit Tag Y4C-1 Quantity 1 General The units shall be convertible airflow. The operating range shall be between 115°F and 0°F in cooling as standard from the factory for units with microprocessor controls. Operating range for units with electromechanical controls shall be between 115°F and 400F. Cooling performance shall be rated in accordance with ARI testing procedures. All units shall be factory assembled, internally wired, fully charged with R-41 OA, and 100 percent run tested to check cooling operation, fan and blower rotation, and control sequence before leaving the factory. Wiring internal to the unit shall be colored and numbered for simplified identification. Units shall be cULus listed and labeled, classified in accordance for Central Cooling Air Conditioners. Casing Unit casing shall be constructed of zinc coated, heavy gauge, galvanized steel. Exterior surfaces shall be cleaned, phosphatized, and finished with a weather-resistant baked enamel finish. Unit's surface shall be tested 672 hours in a salt spray test in compliance with ASTM 13117. Cabinet construction shall allow for all maintenance on one side of the unit. Service panels shall have lifting handles and be removed and reinstalled by removing two fasteners while providing a water and air tight seal. All exposed vertical panels and top covers in the indoor air section shall be insulated with a cleanable foil- faced, fire-retardant permanent, odorless glass fiber material. The base of the unit shall be insulated with 1/8 inch, foil-faced, closed-cell insulation. All insulation edges shall be either captured or sealed. The unit's base pan shall have no penetrations within the perimeter of the curb other than the raised 1 1/8 inch high downflow supply/return openings to provide an added water integrity precaution, if the condensate drain backs up. The base of the unit shall have provisions for forklift and crane lifting, with' forklift capabilities on three sides of the unit. Unit Top The top cover shall be one piece construction or, where seams exist, it shall be double-hemmed and gasket-sealed. The'ribbed top adds extra strength and enhances water removal from unit top. Filters Throwaway filters shall be standard on all units. Optional 2-inch MERV 8 and MERV 13 filters shall also be available. Compressors All units shall have direct-drive, hermetic, scroll type compressors with centrifugal type oil pumps. Motor shall be suction gas-cooled and shall have a voltage utilization range of plus or minus 10 percent of unit nameplate voltage. Internal overloads shall be provided with the scroll compressors. Dual compressors are outstanding for humidity control, light load cooling conditions and system back- up applications. Dual compressors are available on 7'/2-10 ton models and allow for efficient cooling utilizing 3-stages of compressor operation for all high efficiency models. Indoor Fan The following units shall be equipped with a direct drive plenum fan design (TNSC120F,TNHC074F, TNHC092F,TNHC102F, 120F). Plenum fan design shall include a backward-curved fan wheel along with an external rotor direct drive variable speed indoor motor. All plenum fan designs will,have a variable speed adjustment potentiometer located in the control box.- 3 ox:3 to 5 ton units (high efficiency 3-phase with optional motor) are belt driven, FC centrifugal fans with adjustable motor'sheaves. 3 to 5 ton units (standard and high efficiency 3-phase) have rnultispeed, direct drive motors. All 6 to 8'/2 ton units (standard efficiency) shall have belt drive motors with an adjustable idler-arm assembly for quick-adjustment to fan belts and motor sheaves. All motors shall be thermally protected. All 10 tons, 6 ton (074), 71/2 to 8'/2 (high efficiency) units have variable speed direct drive motors. All indoor fan motors meet the U.S. Energy Policy Act of 1992 (EPACT). Outdoor Fans The outdoor fan shall be direct-drive, statically and dynamically balanced, draw-through in the vertical discharge position. The fan motor shall be permanently lubricated and shall have built-in thermal overload protection. 2019-01-28151312Z Page 7 of 9 Job Nama SPARKLING POINT u �o Unit Tag.Y4C-1 K Quantity 1 Evaporator and Condenser Coils Internally finned, 5/16" copper tubes mechanically bonded to a configured aluminum plate fin shall be standard. Evaporator coils are standard for all 3 to 10 ton standard efficiency models. Microchannel condenser coils are standard for all 3 to 10 ton standard efficiency models and 4, 5, 6, 7.5, 8.5 ton high efficiency models. The microchannel type condenser coil-is not offered on the 4 and 5 ton dehumidification model. Due to flat streamlined tubes with small ports, and metallurgical tube-to-fin bond, microchannel coil has better heat transfer performance. Microchannel condenser coil can reduce system refrigerant charge by up to 50% because of smaller internal volume, which leads to better compressor reliability. Compact all-aluminum microchannel coils also help to reduce the unit weight. These all aluminum coils are recyclable. Galvanic corrosion is also minimized due to all aluminum construction. Strong aluminum brazed structure provides better fin protection. In addition, flat streamlined tubes also make microchannel coils more dust resistant and easier to clean. Coils shall be leak tested at the factory to ensure the pressure integrity. The evaporator coil and condenser coil shall be leak tested to 600 psig. The assembled unit shall be leak tested to 465 psig. The condenser coil shall have a patent pending 1+1+1 hybrid coil designed with slight gaps for ease of cleaning. A plastic, dual-sloped, removable and!reversible condensate drain pan with through-the-base condensate drain is standard. Controls Unit shall be completely factory-wired with necessary controls and contactor pressure lugs or terminal block for power wiring. Unit shall provide an external location for mounting a fused disconnect device. A choice of microprocessor or electromechanical controls shall be available. Microprocessor controls provide for all 24V control functions. The resident control algorithms shall make all heating, cooling, and/or ventilating decisions in response to electronic signals from sensors measuring indoor and outdoor temperatures. The control algorithm maintains accurate temperature control, minimizes drift from set point, and provides better building comfort. A centralized microprocessor shall provide anti- short cycle timing and time delay between compressors to provide a higher level of machine protection. 24-volt electromechanical control circuit shall include control transformer and contactor High Pressure Control All units include High Pressure Cutout as standard. Phase monitor Phase monitor shall provide 100% protection for motors and compressors against problems caused by phase loss, phase imbalance, and phase reversal. Phase monitor is equipped with an LED that provides an ON or FAULT indicator. There are no field adjustments. The module will automatically reset from a fault condition. Refrigerant Circuits Each refrigerant circuit offer thermal expansion valve as standard. Service pressure ports, and refrigerant line filter driers are factory-installed as standard. An area shall be provided for replacement suction line driers. Gas Heating Section The heating section shall have a progressive tubular heat exchanger design using stainless steel burners and corrosion resistant steel throughout. An induced draft combustion blower shall be used to pull the combustion products through the firing tubes. The heater shall use a direct spark ignition (DSI) system. On initial call for heat, the combustion blower shall purge the heat exchanger for 20 seconds before ignition After three unsuccessful ignition attempts, the entire heating system shall be locked out until manually reset at the thermostat/zone sensor. Units shall be suitable for use with natural gas or propane (field-installed kit) and also comply with.the California requirement for low NOx emissions (Gas/Electric Only). Sequence of Operation System Operating Modes: The System Controller shall send the equipment controllers Occupied/Unoccupied, Morning Warm- up/Pre-cool, and Heat/Cool modes. If communication is lost, the equipment controllers shall operate using default modes and setpoints. Night Setback: 2019-01-2815.13.12Z Page 8 of 9 �'A 9 Job Name SPARKLING POINT Prepared UnTag Y4C- 1 K Quantity 1 During unoccupied mode, the system shall shut off. If the zone temperature drifts to the unoccupied heating or cooling setpoint, the system shall start up to heat or cool the zone, while the OA damper remains closed (unless economizing). Optimal Start: The System Controller shall automatically determine the optimal start time, such that each zone reaches its occupied setpoint just in time for scheduled occupancy. Demand-Controlled Ventilation: For those zones equipped with an occupancy sensor or CO2 sensor, outdoor airflow shall be reset based on occupancy status and/or measured CO2 concentration. Sequence of Operation (Changeover Bypass System) Occupied Heat/Cool: Each VAV terminal shall use pressure-independent control, with airflow measurement, to vary primary airflow to maintain zone temperature at its occupied setpoint. The RTU shall modulate the bypass damper to maintain duct static pressure at setpoint and modulate (or cycle) compressors, modulate (or stage) heat, and/or enable airside economizing based on current zone cooling/heating demands. The OA damper shall open to bring in the required amount of ventilation. Morning Warm-Up/Pre-Cool: Each VAV terminal unit shall vary primary airflow to raise/lower zone temperature.to its occupied setpoint. The RTU shall modulate the bypass damper to maintain duct static pressure at setpoint and modulate (or cycle) compressors or modulate (or stage) heat based on current zone cooling/heating demands. The OA damper shall remain closed, unless economizing. Cooling/Heating Changeover Logic: The System Controller shall determine the overall system cooling/heating mode based on "voting" from each zone. When the majority of zones require cooling, the RTU shall operate in cooling mode and any zone that requires heating shall reduce primary airflow to minimum. When the majority of zones require heating, the RTU shall operate in heating mode and any zone that requires cooling shall reduce primary airflow to minimum. 2019-01-281513.12Z Page 9 of 9 1 1 • • COMMMNTS EL MAT A FOUNDATION (IST mi' TE 01A L A AM t I 'FOUNDATION DMR. �•ffil ma".Apr �: - ,• l�.A A ROUGH FRAMING & PLUMBING INSULATION PER N. STATE ENERGY CODE vii+ Z.07 N fA ADDITIONAL COMMENTS Uri, jlLeg , !+�► L iD ti. I t TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health i SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval $ FAX:(631)765-9502 2 Survey ° Southoldtownny-gov PERMIT NO. ) Check �1.'��D Septic Form N.Y.S.D.E.C. Trustecs u C.O.Application { Flood Permit Examined 20� Single&Separate Truss Identification Form Storm-Water Assessment Form--q qqContact: {%(j,°31 Mail to I Approve) 20 � 1 Disapproved a/c 1 �I '&U Phone Fi j I p AUG 2 7 2018 i ID Iding Ins ctor :i APPLICATION FOR BUILDING PERMIT � � rFEB2 a_;,N'71 ®�a_;�ri; �7_!7nLD 2C 1 O BLTILY?lY1TG DEPT. INSTRUCTIONS TUWN OFAQ11MMOT be completely filled in by typewriter or in ink and submitted to the Building inspector with 4 sets of plans,accurate plot plan to scale.Pee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. C.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. E Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance ofaBuilding Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housinU code,and regulations,and mit authorized inspectors on premises and in building for necessary inspections. (Si re of applicant or nai e,if a corporation) 39750 County Road 48,Southold,NY 11971 (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder owner Name of owner of premises Home Rescue Solutions LLC (As on the tax roll or latest deed) If applicant is a corporation,signature of duly authorized officer Cynthia Rosicki,Managing Member (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 1270 County Road 48 Southold House Number Street Hamlet County Tax Map No. 1000 Section 69 Block 03 Lot 3 Y Subdivision Filed Map No. Lot t 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: t a. Existing use and occupancy Warehouse and Office b. Intended use and occupancy Warehouse for wine 3. Nature of work(check which applicable):New Building X Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee 6 (To be paid on filing this application) p 5. If dwelling,number of dwelling units nla Number of dwelling units on each floor a If garage,number of cars t f 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 4 occupancy rating !_ iE 7. Dimensions of existing structures,if any:Front 44' Rear 44' Depth 138' Height 24.26' Number of Stories 1 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories I $. Dimensions of entire new construction:Front 34' Rear34' Depth 94' Height 22.75' Number of Stories 1 1i 9. Size of lot:Front 78' Rear 79.15' Depth 554.21 10.Date of Purchase Name of Former Owner 4 11.Zone or use district in which premises are situated L-1 Industrial 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO X 13.Will lot be re-graded?YES—NO�_Will excess fill be removed from premises?YES_NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO X *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property?*YES NO X *IF YES,PROVIDE A COPY. CRAIG J:WOLFSON Notary Public.State Of New York STATE OF NEW YORK) No. 02W05084349 SS: Qualified in Nassau County COUNTY OF IU� u'S �h 4 Corpmission Expires September 2, 20& Cu h,q-'L a_—®��e t1,t✓ being duly sworn,deposes and says that(s)be is the applicant 14(I name of individual signing contract)above named, (S)lie is the (Contract&,Agent, o porae Officer,e(c.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief and that the work will be performed in the manner set forth in the application filed therewith. Sworn to bQfore me this ��d• f rG.n v��` 20 IS 2 - `-�otary Public Signature of Applicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: March 6, 2018 TO: RJ Gruber Architect (Sparkling Point) 476 Expressway Drive South Medford, NY 11763 Please take notice that your application dated February 2, 2018 For permit to construct a warehouse building for wine storage at Location of property: 1270 County Road 48, Southold, NY County Tax Map No. 1000— Section 69 Block 3 Lot 3 Is returned herewith and disapproved on the following grounds: The proposed ex ansion requires site plana royal from the Southown oard. --- - --- ---- Cc: File, planning Se ed - ti OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��V so�ryo P.O.Box 1179 54375 State Route 25 ,`O l0 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY Telephone: 631 765-1938 CIO >c www.southoldtownny.gov COUNTY,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD August 7, 2018 D HUEOVE (� Ms. Robert J. Gruber AUG 2 7 2018 476 Expressway Drive South Medford, NY 11763 BUILDING DFPT. Re: Approval - Sparkling Pointe Warehouse S'OUTHOLD 1270 CR 48, ±274' n/e/o Ackerly Pond Road & Old North Road, Southold SCTM#1000-69.-3-3 Zoning District: LI Dear Mr. Gruber: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, August 6, 2018: WHEREAS, this amended Site Plan is for the proposed construction of a 1-story 3,196 sq. ft. building for warehouse storage, no basement and 12 parking stalls including 6 land banked where there exists a 5,808 sq. ft. building all on a 1.02 acre parcel in the Light Industrial Zoning District, Southold; and WHEREAS, on March 23, 2018, Robert Gruber, authorized agent, submitted an amended Site Plan Application for review; and WHEREAS, on April 9, 2018, the Planning Bound accepted the application as complete for review; and WHEREAS, on April 9, 2018, the Southold Town Planning Board, pursuant to State Environmental Quality Review Act (SEQRA) 6 NYCRR, Part 617.5 (c), determined that the proposed action is a Type II Action as it falls within the following description for 6 NYCRR, Part 617.5(c)(7) construction or expansion of a primary or accessory/appurtenant, non-residential structure or facility involving less than 4,000 square feet of gross floor area and not involving a change in zoning or a use variance and consistent with local land use controls, but not radio communication or microwave transmission facilities. The action is for the construction of a 34' x 94' (3,196 sq. ft.) warehouse storage building (not open to the public); and Sparkling Pointe Warehouse Paqe 2 August 7, 2018 WHEREAS, on April 19, 2018, the Suffolk County Department of Health Services (SCDHS) granted approval to reference C10-18-0005 for a Warehouse @ 128GPD; and WHEREAS, on May 1, 2018, the Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the required agencies for their comments; and WHEREAS, on May 7, 2018, a Public Hearing was held and closed; and WHEREAS, the proposed action is exempt from review by the Suffolk County Planning Commission (SCPC); and WHEREAS, on May 22, 2018, the Southold Town Fire Inspector reviewed and determined that there was adequate fire protection and emergency access for the site; and WHEREAS, on May 25, 2018, the Southold Fire District determined there was adequate fire protection for the site; and WHEREAS, on June 6, 2018, the Town of Southold Local Waterfront Revitalization Program Coordinator reviewed the proposed project and determined it to be consistent with Southold Town LWRP policies with recommendations to the Planning Board; and WHEREAS, on June 20, 2018, the Southold Town Engineer reviewed the proposed application and determined the site plan met the minimum requirements of Chapter 236 for Storm Water Management; and WHEREAS, on June 22, 2018, the Architectural Review Committee reviewed the proposed project and approved it as submitted; and WHEREAS, on July 9, 2018, the Southold Town Planning Board determined that all applicable requirements of the Site Plan Regulations, Article XXIV, §280 — Site Plan Approval of the Town of Southold, have been met; and WHEREAS, on August 2, 2018, the Southold Town Chief Building Inspector reviewed the proposed plan and certified the Agricultural Storage Building use as permitted in the Light Industrial Zoning District; therefore, be it RESOLVED, that the Southold Town Planning Board has determined that this proposed action is consistent with the policies of the Town of Southold Local Waterfront Revitalization Program; and be it further RESOLVED, that the Southold Town Planning Board approves the amended Site Plan with one (1) condition entitled "Sparkling Pointe Warehouse", prepared by Robert J. Gruber R.A., dated December 21, 2017 and last revised March 15, 2018, and authorizes the Chairman to endorse the Site Plan. Sparkling Pointe Warehouse Page 3 August 7, 2018 t Conditions: 1. This site plan is for warehouse storage only and not open to the public. Please also note the following requirements in the Southold Town Code relating to Site Plans: 1. Any new lighting fixtures beyond those approved as part of the Lighting Plan must conform to the Code and may require Planning Board approval depending on their number, size, intensity and location. Fixtures shall be shielded so the light source is not visible from adjacent properties and roadways and shall focus and direct the light in such a manner as to contain the light and glare within property boundaries and conform to §172 of the Town Code. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. 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. 4. 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. 5. Any changes from the Approved Site Plan shall require Planning Board approval. 6. rior 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. A copy of the Approved Site Plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the above, please contact this office. Respectfully, Donald J. Wilcenski Chairman Encl. cc: Building Dept. w/map Town Engineer w/map Sparkling Pointe Warehouse Page 4 August 7, 2018 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: fZ �/� 12� 1 � �k4y , A p p I i c a n t/A g e n t Signature: Date: Ha OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex *QF SO(/Jy P.O. Box 1179 54375 State Route 25 ��� ��® Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) Southold, NY � � Telephone: 631 765-1938 N www.southoldtownny.gov �OlyCo UNVI PLANNING BOARD OFFICE TOWN ' A August 6, 2019 -� UG Ms. Robert J. Gruber 476 Expressway Drive South Medford, NY 11763 Re: Approved Site Plan for Sparkling Pointe Warehouse 1270 CR 48, ±274' n/e/o Ackerly Pond Road & Old North Road, Southold SCTM#1000-69.-3-3 Zoning District: LI Dear Mr. Gruber: The Planning Board has found that the requirements of the above-referenced Site Plan have been completed based on the site inspection made July 24, 2019. The site is now in conformance with the Approved Amended Site Plan entitled "Sparkling Pointe Warehouse", prepared by Robert J. Gruber R.A., dated December 21, 2017 and last revised March 15, 2018. This letter does not condone any other changes from the approved Site Plan and approvals from other agencies; Planning Board approval is required prior to any significant changes to the site. Respectfully, Donald J. Wilcenski Chairman s cc: John Bertani Michael Verity, Chief Building Inspector James-Richter, Stormwater Manager T%m ME a=« 54375 Main Road e P.O Bos 11" . Southold,NY 119X-0959 ' OCT 1 8 2018 BUMDWG DEPARTMENT - BUILDING DEPT. Towmwsoumam TOWN OF SOUMOLD APPLICATION FOR ELECTRICAL W PtanON Tit BY Dc , i Q Nme: G' Lj5jr-rat c.. LLo Picense No.: ess: • D cue �f'S" vYLao Lj:� N Y jOBSITE INFORMATION: (*Indjr ates required In#o tion) *Marne: "E � 7/ o/✓S *Address: *Cross Street: *Phone No.. �s-_ 6,0' Perirrlf W.: b Tax-Map D 'sb'c:t: 1000 Sec#0n:-(-4--= Block: _ Lot: *13R-IEF DESCR#PMON OF WORK(Please Pry Clem) - • ZAlln! S --V 2Ar® (Please,-Garde At That Apply) *4s job ready for insOectibn: 1 S Rough In *Do•you need a Temp Certdf•-rcate: Final � NO Temp kft rwdon(if needed) *Service Size: t Phase 900 1 150 200 300 350404 Other *New ServAce: Re-eormect U rgroarid Number of Meters /Change of Service O�fedtead AddMonal Information: PAYAI NT DUE WITI-1 APPLICATION i 82 est for kzpecuonFoan J � . Letter of Transm'ftsl ROBERT L GRUBER ARCHITECT P.C. 476 EXPRESSWAY DRIVE SOUTH MEDFORD9 NY 111763 PHONE: 6311-654®4949 FAX.- 6311-654-211011 rjgFUberr2*aoLc0M T®� Date: J Job # i -1a.5- T Attention: Re: We are sending you: Copies Date Description \ P r Remarks: r� J Letteur ol Ti-ra',l nn maaltta,�,; ROBE T jo GRUBER ARCHITECT Pace 476 EXPRESSWAY DRIVE SoU'I H MED1 ORD, NY 1[]1763 PHONE. 631-654-4949 FAM 631-654-2101 bear raQg eaan TO: Date: Jai #-L X7 7/O Attentio� Ike: 11190 111 a o We are sending you: Copies Moate Description. 5 c ft Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 m cou BUILDING DEPARTMENT TOWN OF SOUTHOLD August 5, 2019 Home Rescue Solutions c/o Rosicki, Rosicki & Assoc vl 51 E Bethpage Rd Plainview, NY 11803 Re: 1270 CR 48. Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate fee of$50.00. Final Health Department Approval. " Plumbers Solder Certificate. (All permits involving plumbing after 411/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) 641 final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT 43053 — Commercial Warehouse PLUMBER CERTIFICATION • APPR VEDAS NOT 0 ON LEAD CONTENT BEFORE DATE: ? CERTIFICATE OF OCCUPANC) B.P.# �J�J? FEE:' •4-b BY: SOLDER USED IN WATER NOTIFY BUILDING DE SUPPLYSYSTEMCANNOT 765-1802 8 AM TO 4 PM FOR THET EXCEED 2/10 OF i%LEAD. FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE _ 2. ROUGH - FRAMING & PLUMBING -P,LUPIm.G 3. INSULATION ALL'PLUMBING WASYE 4. FINAL - CONSTRUCTION MUST ''V-WATER LINES NEED BE COMPLETE FOR C.O. T IN 6 FQRE_C0VE ING ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. ELECTRICAL INSPECTION REQUIRED COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES TRUSS PLACARDING REQUIRED AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN PLANNING BOARD -FIRE INSPECTION EQUIRMBEFORE NAI S.DD^® t�PENINO. `. . , Must provide ManualsDO NOT PROCEED WITH OCCUPANCY OR D,1 and S as per ,FRANIING UNTIL SURVEY NYS Energy Code OF RA FOUNDATION P OVEDON USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY Fire separation required as per NYS Code DRAINAGE INSPECTIONS ARE REQUIRED Blower door Contact TOS Engineering at 765.1560 before Backfill,OR Provide Engineer's Certiflcatlon and ductwork that the drainage has been Installed to Code. testing required. i I ENTR ENTRANCE MKTBE ' S GOMPLIANTI L 2 L—I is EXIT 0 10'X10' OVERHEAD DRHC O r.�TOILET � i o O v I CID O — RP4K 0 O — SER iLELU 51 ry I J I O� y ry Q - 0 WAREHOUSE. , 6D w 5,116 S F. s; o= N L�<c� F F E L. 21.00" + w I O _ p H _ > PARTITION SCHEDULE 1 EXISTIN6 14ALLS TO REMAIN m > IISD IrCO ~ IrSD II�CO O IrCO IrSD I m O d C__�C__1 Q L--�L--� �' O `--� ` LUMINATED EXIT SIGN VV QU1 O 'I K F E O ' EMERGENCY LIGHTING AND BATTERY BACK I P K Q (tl x N (� ' LU � I EMERGENCY LIGHTING W/BATTERY BACK UP Q ^z W `�` Z ---I O 3 )' Z Z NTR` r XCAMPLIANTMK H T '9L"9ti - MEGH � ROOM p1IG 01- 1 F19 �L 50' ill - L-2 L-2 L-2 L-2 AXN51 AXW51 AXN51 AXN51 (_ -7'-6" T-6" 2 FLOOR FL=AN A SCALE r -� LINTEL SCHEDULE L-1 = (3) 1-3/4"x9-1/2" LVL L-2 = (3) 2"x8„ NOTE ALL INTERIOR FINISHING SHALL COMPLY WITH CHAPTER 8 INTERIOR WALL AND CEILIN6 FINISH REQUIREMENTS PER TABLE 803 5(SEE SHEET 1) - ~ NOTE ALL FLOOR FINISHING CLASSIFICATIONS PER SECTION 804 REV.#02 09-1,7-18 REV.#OI 09-10-18 9J96 5F WAREl401/3E BUILDING FOR f Stif ,nCCH�r � �rob5PARKLIN6 POINTE WINL-RY p o-U 0Ee �?tQ NOTED "`�"�"�eY• w�+w er, �{ 1 Robert J. Gruber - Architect hl�ori 476 Expressway Drive So MedFord,KY 11763 631-h54-4949 0,tall, ' EMAIL rjgr L rra®aol com FLOOR PLAN '0— ,_�� • ASPHALT ROOF SHINGLES ENGINEERED WOOD TRU55E5 a 24"00 1•lT�` 'P;l''.`1 'l',Pr':C XC`r'~; 7G.L'�1,G7 L L%1�X,c'(' �'c�c';"."`�'� '�`^�`�rt,�) - ��.� ��;C(,: .".1".�Y['�' Y w ro'vINv R-3B R-3H INSUL INSUL INTERIOR LINER PANEL ON 2X4 HORIZONTAL NAILERS TYPICAL EXT WALL "HARDI-PLANK°CLAPBOARD SIDING 15-FELT PAPER C) 5/6"PLYWOOD SHEATHING 2X6 STUDS 012"OG SPRAY FOAM INSUL (R-28) � I PRE MOLDED EXPANSION J I T TYPICAL GRADE6"P GONG SLAB W/ 6 MIL POLY GRADE (2)-5 BARS b"x b"10/10 WWF VAPOR BARRIER CONTINUOUS 2"RIGID INSUL (R-5) 2'-O"BOTH AAY5 10"P.G FOUNDATION ON 20"xi0"P G FOOTING SECTION "B — B" SCALE 1/4"=1'-O" D Ai PREFAB V `p RIDGE VENT PHOTOVOLTAIC SOLAR PANELS 245#ASPHALT SHINGLE5 ON MOUNTING FRAME NV STANDOFFS 30#FELT PAPER I2 3/4"PLYAD 5HEATHING ON .4 F ENGINEERED WOOD TRUSSES R-36 R-3B INSUL INSUL INTERIOR LINER PANEL ON 2X4 HORIZONTAL NAILER5 TYPICAL EXT WALL "HARDI-PLANK"CLAPBOARD SIDING 15-FELT PAPER S 5/8°PLYWOOD SHEATHING 2X6 STUDS®12"OG SPRAY FOAM INSUL (R-25) SPRAY FOAM INSUL a PRE MOLDED EXPANSION JOINT _ TYPICAL GRADE OZ b"P GONG SLAB W/ VAPOR BARRIER GRADE (p (2)#5 BARS 6"x 6"10/10 AWF CONTINUOUS 2"RIGID INDUL (R-5) 7i 10"P , FOUNDATION ON 20"x10"P G FOOTING SECTION — "A" SCALE 1/4"=I'-O" REV.#02 04-1"1-18 REV #01 09-10-18 5-16 5F WAR@1OLISE BUILDING FOR pEV AtC zt` ` � �, SPARKLING POINTE WINERY pyo apt GqV • pro caMrr r+ono b samrvo rK 00 mP ecue. NOTED eY• uwa�er. Ji J� art, q onre. Oh15-IB e+�r�er. `_ Robert J. Gruber - Architect 476 Expressway Drive 5o Medford,KY.11163 631-654-4949 ��y,TpJ i EMAIL rJgrvberra®aol.wm ROOF PLAN / SECTION oa u�4OF5 I,-I]5 COMcheck Software Version 4.1.0o0 Envelope Compliance Certificate a • Project Information Energy Code. 2015 IECC Project Title- SPARKLING POINTE WINERY-WAREHOUSE Location: Southold, New York Climate Zone, 4a Project Type: New Construction Vertical Glazing/Wall Area: 3% Construction Site: Owner/Agent: Designer/Contractor 1270 COUNTY ROAD 48 SPARKLING POINTE, LLC Robert).Gruber Architect SOUTHOLD, NY 39750 CR 48, 476 Expressway Drive South SOUTHOLD, NY 11971 Medford, NY 11763 631-765-0200 631-654-4949 Additional Efficiency Package(s) High efficiency HVAC.Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report Building Area Floor Area 1-Warehouse. Nonresidential 3196 Envelope Assemblies Assembly Gross Area Cavity Cont. Proposed Budget U- or R-Value R-Value U-Factor Factor(a) Perimeter Roof 2•Attic Roof with Wood Joists,[Bldg Use 1 -Warehouse] 3196 380 00 0 027 0 027 Floor 1 Slab-On-Grade-Heated,Vertical 3 ft.,[Bldg.Use 1- 256 --- 50 0 950 0 860 Warehouse](c) NORTH Exterior Wall 1:Wood-Framed,16"o c,[Bldg Use 1 -Warehouse] 1551 28.0 00 0 054 0 064 Door 1-Insulated Metal,Swinging,[Bldg.Use 1 -Warehouse] 21 -- -- 0.300 0 610 Door 2 Insulated Metal,Non-Swinging,[Bldg Use 1 -Warehouse] 100 --- --- 0 300 0 179 EAST Exterior Wall 3•Wood-Framed,16"o.c.,[Bldg Use 1 -Warehouse] 561 28.0 00 0 054 0 064 Door 3.Insulated Metal,Swinging,[Bldg Use 1-Warehouse] 21 -- --- 0200 0 610 Door 4•Insulated Metal,Non-Swinging,[Bldg Use 1 -Warehouse] 100 -- --- 0.300 0 179 SOUTH Exterior Wall 2.Wood-Framed, 16"o c,[Bldg.Use 1 -Warehouse] 1551 280 00 0 054 0.064 Window 1:Wood Frame Operable,Perf Specs:Product ID AND-N-2, 68 -- -- 0 290 0.450 SHGC 0.31,[Bldg Use 1 -Warehouse](b) WEST Exterior Wall 4•Wood-Framed, 16"o.c,[Bldg Use 1 -Warehouse] 561 280 00 0 054 0 064 Window 2 Wood Frame Operable,Perf Specs•Product ID AND-N-2, 17 -- — 0 290 0.450 SHGC 0.31,[Bldg Use 1-Warehouse](b) Window 3•Vinyl/Fiberglass Frame Operable,Perf Specs.:Product ID 48 --- --- 0 290 0 450 AND-N-1,SHGC 0.32,[Bldg.Use 1 -Warehouse](b) Project Title: SPARKLING POINTE WINERY-WAREHOUSE Report date: 09/12/18 Data filename- \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\MECcheck\J013#17-125.cck Page 1 of 12 (8) 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 (c)Slab-On-Grade proposed and budget U-factors shown in table are F-factors. Envelope Compliance Statement Compliance Statement. The proposed envelope design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit application.The proposed envelope systems have been designed to meet the 2015 IECC requirements in COMcheck Version 4.1.0.0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. z Name-Title Signature Date of 104 Project Tit]e: SPARKLING POINTE WINERY-WAREHOUSE Report date: 09/12/18 Data filename: \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\MECcheck\JOB#17-125.cck Page 2 of 12 C Mcheck Software Version 4.1.0.0 Interior Lighting Compliance Certificate 4 1 Project Information Energy Code 2015 IECC Project Title, SPARKLING POINTE WINERY-WAREHOUSE Project Type- New Construction Construction Site: Owner/Agent. Designer/Contractor 1270 COUNTY ROAD 48 SPARKLING POINTE, LLC Robert].Gruber Architect SOUTHOLD, NY 39750 CR 48, 476 Expressway Drive South SOUTHOLD, NY 11971 Medford, NY 11763 631-765-0200 631-654-4949 Additional Efficiency Package(s) High efficiency HVAC Systems that do not meet the performance requirement will be identified in the mechanical requirements checklist report. Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-Warehouse 3196 066 2109 Total Allowed Watts= 2109 Proposed Interior Lighting Power A B C D E Fixture ID: Description I Lamp I Wattage Per Lamp I Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-Warehouse LED 1.LED Linear 8W 4 18 32 576 Total Proposed Watts= 576 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 2015 IECC requirements in COMcheck Version 4.1.0 0 and to comply with any applicable mandatory requirements listed in the Inspection Checklist. 9 /3 Name-Title Signature Date Y A ,C / Project Title: SPARKLING POINTE WINERY-WAREHOUSE Report date: 09/12/18 Data filename: \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\MECcheck\]OB#17-125.cck Page 3 of 12 COMcheck Software Version 4.1.0.0 Inspection Checklist Energy Code: 2015 IECC Requirements: 35.0% 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 Rt vielni Complies? Comments/Assumptions & Req.ID C103.2 ;Plans and/or specifications provide all ;❑Complies ;Requirement will be met. [PR1]1 :information with which compliance :❑Does Not :can be determined for the building ; envelope and document where ❑Not Observable exceptions to the standard are ❑Not Applicable 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 ;❑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; ; 1 bulbs and ballasts,transformers and control devices. C402.4,1 ;The vertical fenestration area <= 30 ;❑Complies Requirement will be met. [PR10]1 ;percent of the gross above-grade wall ;❑Does Not ;area. ;❑Not Observable; ❑Not Applicable C402.4.1 ;The skylight area <=3 percent of the ;❑Complies ;Requirement will be met. [PR11]1 gross roof area. ;❑Does Not '❑Not Observable ❑Not Applicable C402.4.2 ;In enclosed spaces> 2,500 ft2 ;❑Complies ;Requirement will be met. [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, 1❑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 ;❑Complies :Requirement will be met. [PR9]1 calculations provide all information T❑Does Not with which compliance can be determined for the additional energy ;❑Not Observable efficiency package options. ;❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact(Tier 1) 2„ Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: SPARKLING POINTE WINERY-WAREHOUSE Report date: 09/12/18 Data filename: \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\MECcheckvOB#17-125.cck Page 4 of 12 1 High Impact(Tier 1) 12'1 Medium Impact(Tier 2) 1 3 Low Impact(Tier 3) Project Title: SPARKLING POINTE WINERY-WAREHOUSE Report date: 09/12/18 Data filename• \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\MECcheck\JOB#17-125.cck Page 5 of 12 Section # Footing/Foundation Inspection - Complies? Comments/Assumptions &Req.ID C3,03,2, , ,Slab edge insulation installed per ;❑Complies :Requirement will be met. i[,F04]?' manufacturer's instructions. :❑Does Not , , ❑Not Observable ❑Not Applicable C303.2.1 ;Exterior insulation protected against ;❑Complies ;Requirement will be met. [FO6]1 !damage,sunlight, moisture,wind, :❑Does Not ;landscaping and equipment I maintenance activities. ❑Not Observable ❑Not Applicable 0402:2.5.';Slab edge insulation R-value, ;❑Complies ;See the Envelope Assemblies table for values. [FO3]z T❑Does Not ❑Not Observable ❑Not Applicable 0402.2.6- ;Radiant heating systems panels ;❑Complies ;Exception: Requirement does not apply. [FO12]3• ;insulated to>=R-3.5 on face opposite :❑Does Not space being heated. See the Envelope Assemblies table for values. ❑Not Observable; ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1'2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: SPARKLING POINTE WINERY-WAREHOUSE Report date: 09/12/18 Data filename: \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\MECcheck�013#17-125.cck Page 6 of 12 Section #,` Frafming/Rough-in Inspection; Complies? Comments/Assumptions Se,Req.1Q' C303.1:3'.;Fenestration products rated in ;❑Complies ;Requirement will be met. [FR_221' ', accordance with NFRC. ;❑Does Not UNot Observable _ ;❑Not Applicable C303.1.3 ;Fenestration products are certified as ;❑Complies :Requirement will be met. [FR13]1 oto performance labels or certificates ;❑Does Not provided. {❑Not Observable t❑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, ;Vertical fenestration U-Factor. ;❑Complies ;See the Envelope Assemblies table for values. C402.4.3. ;❑Does Not 4 [FR8]1 :❑Not Observable ;❑Not Applicable ; ;6402.4,4_.``;U-factor of opaque doors associated ;❑Complies ;See the Envelope Assembles table for values. [FR14]2 with the building thermal envelope !❑Does Not ;meets requirements. ; - ,❑Not Observable ❑Not Applicable C402.5.1. ;The building envelope contains a ;❑Complies ;Requirement will be met. 2.2 ;continuous air barrier that is sealed in :❑Does Not [FR20]1 :an approved manner and average assembly air leakage<= 0.04 cfm/ft2 ;❑Not Observable Air barrier penetrations are sealed in ;❑Not Applicable :an approved manner. C402.5:2, ;Factory-built fenestration and doors ;❑Complies ;Requirement will be met. C402'.5.4 ;are labeled as meeting air leakage ❑Does Not [FR18]3 ;requirements. ❑Not Observable: ❑Not Applicable ,C402.5.7 :Vestibules are installed on all building ;❑Complies ;Exception: Requirement does not apply. [FRi7]3 entrances. Doors have self-closing I❑Does Not ;devices. :❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2, 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: SPARKLING POINTE WINERY-WAREHOUSE Report date: 09/12/18 Data filename: \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\MECcheck\013#17-125.cck Page 7 of 12 Section # ` Mechanical Rough-In Inspection Complies? Co►nments/Assumptioens &Regel® = ,C402:5,5, Stair and elevator shaft vents have ;❑Complies ;Exception: Requirement does not apply. 0403:2:;4.' motorized dampers that automatically ❑Does Not 3 .3 close. :❑Not Observable [ME3] 1 :❑Not Applicable 6402.5.5, :Outdoor air and exhaust systems have;❑Complies :Requirement will be met. 0403.2.4:"!motorized dampers that automatically ❑Does Not 3' "shut when not in use and meet [ME58]3,, ;maximum leakage rates. Check ❑Not Observable; igravity dampers where allowed. ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) -,3 Low Impact(Tier 3) Project Title: SPARKLING POINTE WINERY-WAREHOUSE Report date: 09/12/18 Data filename: \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\MECcheckv013#17-125.cck Page 8 of 12 lection- # ' Rough-in Electrical Inspection Complies?, „Comments/Assumptions Rego® C405.2.1 ;Lighting controls installed to uniformly;❑Complies [EL15]1 ;reduce the lighting load by at least ;❑Does Not :50%. ;❑Not Observable ❑Not Applicable ; C405.2.1 ;Occupancy sensors installed in ;❑Complies [EL18]1 required spaces. ;❑Does Not ❑Not Observable; ❑Not Applicable C405J-i""J Independent lighting controls installed ;❑Complies ,C,405.2.2;.;per approved lighting plans and all ❑Does Not 3; _ ;_;manual controls readily accessible and [EL23]2' ;visible to occupants. [-]Not Observable ;❑Not Applicable 'C405.2;2,.-,,Automatic controls to shut off all ;❑Complies 1;. " :'" ,building lighting installed in all E❑Does Not [EL22jz buildings. ;❑Not Observable; 4 j❑Not Applicable 0405.2.3-';Daylight zones provided with ;❑Complies [EL16]2 individual controls that control the :F-]Does Not lights independent of general area ; , lighting. ❑Not Observable ;❑Not Applicable C405.2.3, ;Primary sidelighted areas are ;❑Complies C405.2.3. ;equipped with required lighting T❑Does Not 1, ;controls. C405.2.3. ❑Not Observable; 2 ;❑Not Applicable [EL20]1 C405.2.3, .;Enclosed spaces with daylight area ;❑Complies C405.2.3. :under skylights and rooftop monitors j❑Does Not 1, ;are equipped with required lighting ; C405.2.3. ;controls. ❑Not Observable 3 ![]Not Applicable [EL21]1 ; I , C405.2.4 ;Separate lighting control devices for ;❑Complies [EL4]1 (specific uses installed per approved T❑Does Not ;lighting plans. ❑Not Observable; ❑Not Applicable C405.2.4 ;Additional interior lighting power ;❑Complies [EL8]1 allowed for special functions per the f❑Does Not approved lighting plans and is ; automatically controlled and ,❑Not Observable: separated from general lighting. ;❑Not Applicable C405.3 ;Exit signs do not exceed 5 watts per ';❑Complies [EL6]1 face. j❑Does Not , :[:]Not Observable; j❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 2'1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SPARKLING POINTE WINERY-WAREHOUSE Report date: 09/12/18 Data filename: \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\MECcheck\JOB#17-125.cck Page 9 of 12 section # lnsulation Irislpection Complies? Com'-ments/Assumptions 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. ❑Not Applicable 0303.1'-' Building envelope insulation is labeled ;❑Complies ;Requirement will be met. [IN10]?',`' •with R-value or insulation certificate ;❑Does Not providing R-value and other relevant wdata. ;❑Not Observable ❑Not Applicable C303.2 ;Above-grade wall insulation installed I❑Complies ;Requirement will be met, [IN7]1 !per manufacturer's instructions. E❑Does Not ❑Not Observable; ❑Not Applicable C303.2`:1 ':Exterior insulation is protected from ;❑Complies :Requirement will be met. [IN,14F '`damage with a protective material. :❑Does Not ' ,Verification for exposed foundation :,l insulation may need to occur during ;❑Not Observable ' Foundation Inspection. ;❑Not Applicable 0402;1.3` Non-swinging opaque doors have R- ;❑Complies :Requirement will be met. [dN19]3 ,' 14.75 insulation. ;❑Does Not ❑Not Observable ❑Not Applicable 'C402.2.1 ';Insulation intended to meet the roof ;❑Complies ;Requirement will be met. [IN17)3" insulation requirements cannot be ❑Does Not installed on top of a suspended :ceiling. Mark this requirement ;❑Not Observable (compliant if insulation is installed ;❑Not Applicable accordingly. C402.2.3 ;.Above-grade wall insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [IN6]1 ;❑Does Not ; ❑Not Observable ❑Not Applicable `C402,.2.5 ;Floor insulation R-value. ;❑Complies ;See the Envelope Assemblies table for values. [IN812; j❑Does Not ;❑Not Observable; ;❑Not Applicable C402.2,6 ;Radiant panels and associated ;❑Complies !Requirement will be met. [IN18]3: !components, designed for heat ;❑Does Not ;transfer from the panel surfaces to the; ;occupants or indoor space are :❑Not Observable insulated with a minimum of R-3.5. ;❑Not Applicable C402.2.2 ;Roof R-value. For some ceiling ;❑Complies ;See the Envelope Assemblies table for values. [IN2]1 !systems,verification may need to :❑Does Not occur during Framing Inspection. ,'❑Not Observable ❑Not Applicable C402.5.1. ;All sources of air leakage in the ;❑Complies ;Requirement will be met. 1 building thermal envelope are sealed, ❑Does Not [IN1]1 ;caulked, gasketed, weather stripped or wrapped with moisture vapor- ❑Not Observable permeable wrapping material to I❑Not Applicable ; ;minimize air leakage. Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2,1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: SPARKLING POINTE WINERY-WAREHOUSE Report date. 09/12/18 Data filename. \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECMMECcheck\]OB#17-125.cck Page 10 of 12 Section # Final Inspection. Complies? C®mments%Assumptions 0303.3; ;Furnished O&M instructions for ;❑Complies C468.2.5. :systems and equipment to the ❑Does Not 2 ;building owner or designated IFI 17]3. ;representative. ❑Not Observable ❑Not Applicable 04015-3, Where open combustion air ducts ;❑Complies ;Requirement will be met. [F151]3, 1 provide combustion air to open 1❑Does Not }combustion fuel burning appliances, ; ithe appliances and combustion air ;❑Not Observable -,,opening are located outside the ❑Not Applicable building thermal envelope or enclosed :in a room, isolated from inside the :thermal envelope.Such rooms are i ;sealed and insulated. , C402.5.6 ;Weatherseals installed on all loading ;❑Complies ;Requirement will be met. [FI37]1 1 dock cargo doors. ;❑Does Not ❑Not Observable ❑Not Applicable C402:5.8 ";Recessed luminaires in thermal ;❑Complies :Exception: Requirement does not apply. [FI?6]3 envelope to limit infiltration and be IC ❑Does Not rated and labeled.Seal between ;interior finish and luminaire housing, ;❑Not Observable ;❑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 T❑Does Not ;is shown on the approved lighting plans, demonstrating proposed watts ;❑Not Observable ,are less than or equal to allowed ;❑Not Applicable watts. C40&2.5. ;Furnished as-built drawings for ;❑Complies 1 l electric power systems within 90 days :❑Does Not [FI16]3 ;of system acceptance. ;❑Not Observable ❑Not Applicable C408.3 ;,Lighting systems have been tested to ;❑Complies [FI33]1 ;ensure proper calibration, adjustment, ❑Does Not programming, and operation. ;❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2r Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: SPARKLING POINTE WINERY-WAREHOUSE Report date: 09/12/18 Data filename: \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\MECcheckU08#17-125.cck I Page 11 of 12 Project Title: SPARKLING POINTE WINERY-WAREHOUSE Report date: 09/12/18 Data filename: \\SERVER-RGA\Server Docs\OLD FS1\RES COM CHECK\MECcheckVOB#17-125.cck Page 12 of 12 (541817-/Sparkling Pointe Winery -- 39750 Cr 48 SOUTHOLD, NY 11971 - T-1 Common) THIS DWG PREPARED FROM COMPUTER INPUT (LOADS & DIMENSIONS) SUBMITTED BY TRUSS MFR. Top chord 2x4 SPF S 165Of-1.5E .T2, T3 2x4 SPF(S) #2: 115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, Bot chord 2x4 SPF S 1650f-1.5E RISK CAT II, EXP B, wind TC DL=3.5 psf, wind BC DL=5.0 psf. Webs 2x4 SPF(S) Stud (a) Continuous lateral restraint equally spaced on member. Wind loads and reactions based on MWFRS with additional C&C member design. Bottom chord checked for 10.00 psf non-concurrent bottom chord Ilve load applied Deflection meets U240 live and L/180 total load. Creep increase factor for dead per IRC-15 section 301.5. load Is 2.00. Truss designed for unbalanced snow load based on Pg=40.00 psf, Ct=1.10, Ce=1.00, Plates sized for a minimum of 2.40 sq.1n./piece. CAT II (Is=1.00) & Pf=30.80 psf. D LiMrff'- RAE OCT 1 2 2010 R- ,DFV,G DEPT. 5X6= 4X4 4X4 3X6 T3 3X6 4 2X4 D� (a) (a) 2X4% 4 r 8 0-0 H0308 4X8(A2) = 3X4= 4X7= 4X8(A2) H0308 = 3X4 1�0 1�0 L— 17-0-0 JL 17-0-0 I 34-0-0 Over 2 Supports R=1832 U=30 W=5.5" •OF U=30 W=5.5" RL=80/-80 Cr��P �.�tN EO Design Crit: IRC2015/TPI-2014(STD) t+ q PLT TYP. 20 Gauge HS, ave FT/RT=O%(0%)/0(0) 17 .1 NY/-/1/-/-/-/F Scale =.1875"/Ft. S.R.Sloan 800-366-7562 ••WARNINGI••Rw AND FoLLow ALL NOTES oN nils DRaiNGI Liv P 0.Box 560,New Hartford NY 13413 ••IIMRTANr'• FURNISH THIS ORMING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C LL 30.8 PSF REF R219-- 75090 Tm,se,req,lr,eon xtreme cam In fabricating, h,ndling, shipping. Installing and bracing R,f,r to and fol C DL 10.0 PSF DATE 10/11/18 the 1—t- -t ad l t iof BCSI (BRI I Ing Component Safety Information, by TPI and V=A) for,afaty practice,prl to parforming these functlon. Installers shall provlda camparary brming per BCSI Unless notod atharwl,o, top chord shell have properly o1-,h,d atruciurai shoathing end bottom chard shell hove a properly attached a rigid oelling Locatl,ns shaan far permanent lateral reatralnt of vets shall have bracing Inatollad par BCSI 1 BC DL 10.0 PSF DRW NIOUSR21 9 18284020 1• act Ions 03, B7 or BID, as sop lc,b Is. Apply plot,,to ooch face of truss and posltian as shown ob—snd o ' 61641- Cha Ua Inc D-1 Is, Miss,1,charwlaa, Rafar to dra.,Ing,160A-z Tar atendard plata pa,Itlon,. n `, BC LL 0.0 PSF MO—ENG PPH/PPH U/`�-I JI III�ILIr-� Alp lne, a division of 1719 Bullding Campononts Croup Inc shall not ba respanslble far any davletlon from this � j1/lt�O1�P droning. any fa Hata to bulla the true, In canfarmanaa alth ANSI/TPI 1, or far handling. ,hipping. V\V` TOT.LD. 50.8 PSF AN rrW rDMPANY Intel latlan&bracing of Lrasa, A Sul an thl•drwing or oovar pee II"Ing thle dr Ing, Indicates accopt�nae of probes lorul engl—Ing rosporelbl l lty solely for the design at—n. The eultabl l lty and use of thla draaIn9 for any Rini m Is the 13723 Rlverporl Dr,Suite 200 rospmallbI I Ity of the Bal id Ing 13mIgnor par ANSI/TPI I S-2 DUR.FAC. 1 .15 Maryland Heights,MO 63043 Far mar, Information a a th1e Jab',Ban—I nate,page and these Rab alta, 10/11/2018 SPACING 24.0" JREF— 1WF4219 ZO2 ALPINE oIp Ineitr cam,TPI.asw tpin,t.org. 6TCA sbclnd,,try c , ICC r Iccsafa erg Alpine, an ITW Company c r._—.- _13723 Riverport Dr,Suite 200 Maryland Heights,MO 63043 (314)344-9121 ��O j �-- Page 1 of 1 Document ID:1WF4219-Z0211111638 Truss Fabricator: S.R. Sloanco C7 Transmitted From: sea`I S.R.- I can.eom '' z LU W Job Identification: 541817-/Sparkling Pointe Vinery -- 36750 Cr 48 SOUTHOLD, 1 Model Code: IRC, • Truss Criteria: I RC2015/TP I-2014(STD) i Engineering Software: Alpine proprietary truss analysis software. Version 17.02, s gq1- �`� Truss Design Loads: Roof--'- 50.8 PSF e 1.15 Ourat ion;50 PSF a 1.15 Duration IL.— - -� Floo��- N/A, - 4�1 Wind - 115'IPH (ASCE 7-10-Closed) Notes: 1. Deternination as to the suitability of these truss conponents for the structure is the responsibility of the building designer/engineer of record, as defined in ANSI/TPI 1 2. As shown on attached drawings; the drawing nunber is preceded by: SOUSR219 Scott L.Schurwan Details: BRCLBSUB-11515ECI-CBLLETIN-CABRSTID- Subndtted by PPH 12:16:26 10-11-2018 Reviewer: PPH ss # Ref Descri tion Drawiin # Date 1 75060--T-1 Connon 18284020 10/11/18 2 75061--0-1 Cable 18284021 10/11/18 THIS DWG PREPARED FROM COMPUTER INPUT (LOADS &DIMENSIONS) SUBMITTED BY TRUSS MFR (541817-/Sparkling Pointe Winery -- 39750 Cr 48 SOUTHOLD, NY 11971 - G-1 Gable) Top chord 2x4 SPF(S) 1650f-1 5E :T2, T3 2x4 SPF(S) #2: 115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg, Located anywhere in roof, Bot chord 2x4 SPF(S) 1650f-1.5E RISK CAT II, EXP B, wind TC DL=3.5 psf, wlnd BC DL=5.0 psf. Webs 2x4 SPF(S) Stud Wind loads and reactions based on MWFRS with additional C&C member design. See DINGS A11515ENC101014, GBLLETIN0118, & GABRST101014 for gable wind bracing and other requirements Bottom chord checked for 10.00 psf non-concurrent bottom chord Iive load applied per IRC-15 section 301.5. Deflection meets L/240 live and L/180 total load Creep Increase factor for dead load Is 2.00. Truss designed for unbalanced snow load based on-Pg=40.00 psf, Ct=1.10, Ce=1.00, CAT II (Is=1.00) & Pf=30.80 psf. Plates sized for a minimum of 2.40 sq.In /piece. ` l OCT 12 2018 RUH-01T-T'-DEPT. 5X6 5X6 E r3 5X6 4 r 4 8-0-0 3X4(Al - 5X6— 5X6- 3X4(A1) 1E 11-0-0E 11-0-0 ��E 12-0-0 it-oho L_ 17-0-0 ,L 17-0-0 ,I 34-0-0 Over 3 Supports R=127 PLF U=3 PLF W=11-0-0 R=117 PLF U=3 PLF QF N RL=7/-7 PLF R=94 PLF U=0 PLF W=11-0-0 0 E R `Q Note: All Plates Are 2X4 Except As Shown. O~� Design Crit: IRC2015/TPI-2014(STD) �+ PLT TYP. Wave FT/RT=O%(0%)/0(0) 17 .1 :111 NY/-/1/-/-/-/F Scale =.1875"/Ft. S.R Sloan 800-366-7562 ••NARNINGI•• READ AND FOL(019 ALL NOTES ON THIS DWING1 P.O.Box 560,New Hartford NY 13413 ••II1PDRTANT•• FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. C LL 30.0 PSF REF R219-- 75091 Trusses require extreme c or, In fabricating, handling, shipping. Installing and bracing. Rofar to and fol 1 0.0 PSF the latest edition of BCSI (Building Component Safety Information, by TPI old VrCA) for aefety praoticoe prl C DL DATE 10/11/18 w to p.rforming thasa(,nations Installers shall provide temporary bracing par SCSI. Unless naiad otherwise top chard shell have properly.ttd,h,d etructur,i sheathing and bottom chord sh.11 have a properly attach.d rlgltl celling Locations shmvn for permanent lateral rostra Int of w.b.shoIl hove brading Install.d par SCSI 1 e` �', , . BC DL 10.0 PSF DRW MOUSR21 9 18284021 1• ..tions 83, B7 ar 810, as applicable Apply pietas to each face of truss and position...in above and on • M Na Jo Int Distal Is. unless noted otherw le.. Rofar to drawings 16OA-Z for ataid.rd plot.poll Clans 't ` AL L�0 AI Ino, a dlvlslon of ITW Bulldln Co is Group Inc. shall t ba r ibl,far day lotion from this S�O"�•v BC LL 0.0 PS F MO-ENG PPH/PPH dr Ing, a mponec P asPons any i `y g, eon&allure to bulltl the truss In onfomiance with ANSI/TPI 1, or for hondling• hlpping, AN RW CAMR4NY Installetlon a bracing of tru..ae. TOT.LD. 50.0 PSF A w.1 on thl.drnring or eager pep. II.ting thle dr..Ing, Indlo.tw.ccapt nos of profwlorol enol—ring r.w—lb1I.ty solely for this caslgn shwa. Tho suitability and uao of this dreg l ng for any.true m to the DUR.FAC. 1 .15 13723 Riverport Dr,Suite 200 r elFa'albl l lty of fhe Building D.elgnar par ANSI/TPI 1 saga. Maryland Helghts,MO 63043 Far mar. Information.www thl.Jab's ganaral nates page and theca web.. It.. 10/11/2018 SPAC I NG 24.0" .1REF- 1WF4219_Z02 ALPINE' oIpl—Il .com!TPI tpin.t org, WfCAI www.sbcIndustry c . ICC Iceaafa org CLR Reinforcing Member Substitution T-Reinforcement This detail is to be used when a Continuous Lateral Restraint (CLR) or T-Reinf. is specified on a truss design but an alternative web L—Reinforcement: or reinforcement method is desired. L-Reinf. Apply to either side of web narrow face. Attach with 10d (0,128'x3.0',min) nails at 6' o.c. Reinforcing member is Notes; a minimum BOX of web member length. This detail is only applicable for changing the specified CLR shown on single ply sealed designs to T-reinforcement or L-reinforecement or scab reinforcement. Alternative reinforcement specified in chart below may be conservative. For minimum alternative reinforcement, re-run design with appropriate reinforcement type. T-Reinf. L-Reinf. Web Member Specified CLR Alternative Reinforecement Scab Reinforcement: Restraint T- or L- Reinf. Scab Reinf. 2x3 or 2x4 1 row 2x4 1-2x4 Apply scab(s) to wide face of web. 2x3 or 2x4 2 rows 2x6 2-2x4 No more than (1) scab per face. Attach with 10d (0.128'x3.0',min) nails 2x6 1 row 2x4 1-2x6 at 6' o.c. Reinforcing member is a 2x6 2 rows 2x6 2-2x4CO minimum BOX of web member length. 2x8 1 row 2x6 1-2x8 2x8 2 rows 2x6 2-2x6C)IE) Scab Reinf. T-reinforcement, L-reinforcement, or scab reinforcement to be same species and grade or better than web member unless specified otherwise on Engineer's sealed design. 010 Center scab on wide face of web. Apply (1) scab to each face of web i OF N —WARNDitxm READ AND FOLLIIW ALL NOTES DN THIS DRAWINfd MDWIIRTANTn FlRRIdW THIS DRAWIM TD ALL CONTRACTORS 114KXUDING THE WTALLFRS � �O C PSF REF CLR Subst. Trusses requra extreme care in Fnbrcutrg,handling,shpping,instollmg and bracing. Refer to and V Follow the latest-at—of BCSI CDulding Component Safety Inf—tian,by TPI and SBCA)for safety ` 0 CCD PSF DATE 10/01/14 practices priw to perfoning these functions Ircinllers shall provde tenparnry bracing per DCSL �=d.,d PSF DRWG BRCLBSUB1014 �,[�� a�less noted othertop chord shll ve ahaproperly attached structural heathmg and bottom shall have a properlywise,ttnched rigid ceNng. L—Illo s shown for ps—.t lateral restraint of webs W sMg have bracing brst.5 S per olo sections B3, J it IBID.lea s n less n Apply plates to each Face PSF III IIS IIUI^\\VVI 11111 fes, of tress d posi4on ns shofn obove nrwi on the Jont Deta0.s,unless noted othernse Reser to drawings 16DA-Z For stond.rd plate positions Alpine.a dWislon of ITV&Ading Components Group Inc.shag not be responsible Fw any dW—th-fram LD. PSF AN fIW COMPANY this u.t,.n, y fanure tin buad the tress n conFarmance with ANSVTPI 1•w for hundiing•shpping, a'1 ` �i hxtallntlon 6 bracing of tresses v N� A sent on this drowYgw cover page listing the drawing,tr.6—ter—,-ptance of prof—local 13723 Rwerport Dnve —giv—Q resP�ty mlely For the design shorn• The suitobtlrty and—e of tha d aoi g �r _{ R. FAC. Suite 200 Far any street—is the responsibility of the H.➢ssng Designer per ANSI/IPI I Sect Maryland Heights,M063043 For awe information see this Jobs gereral notes page and these eeb sites, SPACING ALPINE.mmmalptneitwzc OMTPI,—itpinstorgi SR —bcindustry—gi ICC m Jccsal`e.org 10/11/2018 Gable Detail For Let-in Verticals Gable Truss Plate Sizes y About + Refer to aaPPro riate Alpine gable detail for minimum plte �\ sizes For vertical studs +)Refer to Engineered truss design For peek, splice, web, and heel plates. L ®IF gable vertical plates overlap, use a v OCT 1 2 2018 + single plate that covers the total area of the overlapped plates to span the web qq��pp'T{�ggg gg++��ggqq,�'a DEPT.Gable "} 2X4 1l0-Vili-+.�.✓.Si"i C:DE 1. verticnl Example- Length �k # tYP 2X4 2X8 'ts' i�?�.A 'T' Reinforcement Attachment Detail 'T' Reinforcing 'T' Reinforcing Member Member + Toe-nail - Or - End-mall .I. + To convert from 'L' to 'T' reinforcing members, i Provide connections for uplift specified on the engineered truss design. multiply 'T' ncre ase by length (based onappropriate Alpine gable detalU Attach each 'T' reinforcing member with ' End Driven Nails+ Maximum allowable 'T' reinforced gable vertical IDd Common (0148'x 3.',min) Nails at 4' o.c. plus length is 14' from top to bottom chord (4) nails in the top and bottom chords. 'T' reinforcing member material must match size, Rigid Sheathing Toenailed Nails• specie, and grade of the 'L' reinforcing member 10d Common (0.148'x3',min) Toenails at 4' oc. plus Welo Length Increase w/ 'T' Brace 4 Nail (4) toenails in the top and bottom chords. 'T' Reinf. 'T' 'T. This detail to be used with the appropriate Alpine gable detail for ASCE Mbr. Size Increase Reinforcing wind load Member 2x4 30 ASCE 7-05 Gable Detail Drawings Example- 2x6 20 A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, ASCE 7-10 Wind Speed = 120 mph GabNails A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 Mean Roof Height = 30 ft, Kzt = 1.00 Truss Spaced At ASCE 7-10 & ASCE 7-16 Gable'Detail Drawings Gable Vertical = 24'o.c. SP #3 4' ac A11515ENC100118, A12015ENCIO0118, A14015ENC100118, A16015ENC100118, 'T' Reinforcing Member Size = 2x4 A18015ENC100118, A200I5ENCI00118, A200I5END100118, A20015PED100118, 'T' Brace Increase (From Above) = 30% = 1.30 A11530ENC100118, A12030ENCI00118, A14030ENC100118, A16030ENC100118, (1) 2x4 'L' Brace Length = B' 7' A18030ENC100118, A20030ENC100118, A20030END100118, A20030PED100118, Maximum 'T' Reinforced Gable Vertical Length S11515ENC100118, S12015ENC100118, S14015ENC100118, S16015ENC100118, 130 x 8' 7' = 11' 2' S18015ENC100118, S20015ENC100118, S20015END100118, S20015PED100118, S11530ENC100118, S12030ENC100118, S14030ENC100118, S16030ENC100118, 4 Neils S18030ENC100118, S20030ENC100118, S20030END100118, S20030PEDIOOI18 Ceiling See appropriate Alpine gable detail For maximum unreinforced g e.1cp_ h -VARNINIGA-READ AND FMAJ3V ALL NOTES ON THIS DRAVINGI -IM'ORTANT.a FURNISH THIS DRAVING TO ALL CONTRACTORS INCLUDING THE INSTALLERS. L REF LET-IN VERT ' Trusses require extreme care in Fabricating,handling,shipping,Installing and bracing Refer to and V Folio.the Incest option mi g t (Building Component tiers all provide a TPI and SBCN For safety Q DATE 01/02/201P practices prior to performing these Functions ]perty ors shall provide temporary bracing per BLS- t+ Unless have . otherwise,top chord shall have properly attached structural sheathing and ballon chord DRWG GBLLETIN0118 shall have a properly attached CSI sect, Locations shown for permanent lateral to to h webs /l���f� Fi� shall have bracing Installed per BCSI sections B3, J or Det s unless n Apply plates tv each face �� Z U//`/ILlll O ILlll�\\\Vl.Jli F truss and position as shove above and on the Joint oetoils,unless noted otherwise Refer to drawings 160A-Z For standard plot,positions I AN ITVJ COMPANY Alpine,a division of ITV Building Components Group Inc shall not be responsible For n y deviation from L this drawing, y failure to build the truss in conformance with ANSI/TPI I,or For handling,Shipping, ❑T. LD. 60 PSF installation&bracing of trusses A seal on this drawing or cover page listing this drawing,Indicates acceptance of proressional / 13723 Riverpoft Drive engineering re ponsibibty solely For the design shown The suitability and of this droning i FAC. ANY Suite 200 For any structure is the responsibility of the Bu0.dng Designer per ANSI/TPI 1 Sec2 Maryland Heigh[S,M063043 For wale-inn ow CotlonPlee this Job's general notes page and these web sites- C. SPACING 24 0' ALPINE p i www tpinst orgi S6CA,www sbcindustry erg,ICG www lccsnfe.org 10/11/2018 Gable Stud Reinforcement Detail ASCE 7-10; 115 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1,00 2x4 Brace (1) 1x4 'L' Brace ■ (l) 2x4 'L' Brace r (2) 2x4 'L' Brace wdl Ci) 2x6 'L' Brnce it 2x6 •L' Brace x Bracing Group Species and Grades, Goble Vertical No Spacing Specles Grade Braces Group A Group B Group A Group B Group A Group B Group A Group B Group A Group H Group At -� Srace-Pine-Fir Hen-Fir SPF #1 / #2 4' 11' B' 5' 8' 9' 9' 11' 10' 4' 11' 10' 12' 4' 14' 0' 14' 0' 14' 0' 14' D' q1 / U Stnndnrd 412 Stud US f #3 4' B' 8' 1' B' 7' 9' 10• 10' 3' I1' 9' 12' 2' 14 0' 14' 0' 14' 0' 14' 01 #3 Stud #3 Standard U u F Stud ' 8' 8' 0• 8' 6' 9' 10' 10' 3' 11' 9• 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' rl Standard 4' 8' 6' 11' 7' 4' 9' 2' 9' 10' 11' 9' 12' 2' 14' D' 14' 0' 14' 01 14' D' Dou las Fir-Larch Southern PlneeYa #1 5' 2' 8' 7' B' 10' 10' 1' 10' 6' 12' 0' 12' 5' 1 14' 0' 14' 0' 1 14' 0• 14' 0' n3 #3 _j S P #2 4' 11' 8' 5' B' 9' 9' 11' 10' 4' 11' 10' 12' 4' 14' 0' 14' 0' 14' 01 14' 0' Stud Stud #3 4' 10' 7' 3' 7' 9' 9' e' 10' 3' I1. 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' 0' Standard Stnndnrd o j D F-L Stud 4' 10' 7' 3' 7' 9' 9' B' 10' 3' I1' 9' 12' 3' 14' 0' 14' 0' 14' 0' 14' D' d Standard 4' B' 6' 5' 6' 10' B' 7• 9' 2' ff 7' 12' 2' 13' 5' 14' 0' 14' 0' 14' D' Group B; U #1 / 112 5' e' 9' B' 10' 0' 11' 5' 11' 10' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14. 0' Hen-Fir + SPP #3 5' 5' 1 9' 6' 10' 0' 11' 3' Il' B' 13. 5• 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' #1 6 Btr UL� Stud 5' 5' 9' 6' 9' 10' I1' 3' 11' 8' 13' 5' 14' 0' 14. 0' 14' 0' 14' 0' 14' 0• bl - HStandard 5' 5' 8' 5' 9' 0' 11' 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' Dou los Flr-Larch Southern Plnewam #1 5' 11' 9' 9' 10' 2' ill 6' 12' 0' 13' 8' 14' D' 14' 0' 14' D• 14' D' 14' 01 of q1 S P #2 5' 8' 9' B. 10' 0' I1' 5' 11' 10' 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' q2 q2 #3 5' G. e' 11' 9' 6• I1' 4' 11' 9' 13' 6' 14' 0' 14' 0' 14' 01 14' 0' 14' 0' [x4f.Braces shall be SRB (Stress-Rated Hoard), Stud 5' 6• 8' 11' 9' 6' 11' 4• I1' 9' 13' 6' 14' 0' 14' 0' 14' 0• 14' 0• 14' D'D L NX or 1x4 So. Pine use only Industrial SS or � Standard 5' 5' 7' 10' 8' 4' 10' 6' Il' 2' 13' S' 14' 0' 14' 0' 14' 01 14' 0' 14' D' Industrial 45 Stress-Rnt.d Hoards, Group B _Q1 P #1 / #2 6' 3' 10' 7' 11' 0' 12' 7' 13' 01 13' 7' 14' 0' 14' 0' 14' 0' 14' 0' 14. 0• values ma be used with these rades. #3 5' 11' 10' 61 10' 1D' 12' 5' 12' 10• 14' 0' 14' 0' 1 14' 01 14' 0' 14' 0' 14' D' Gable Truss Detail N6test LD U LJ P Stud 5' 11' 10. 6' 10' 10' 12' 5' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14. 0' Wind Load deflection criterion Is L/240. O I Standard �� 'I ', 1D' 2 0' 4' 0; 1 0' 1 4' 0' 0' 0' Provide uplift connections for 30 plf over X #1 ' 12' 3' 2' 4 0' 1 ' 0 ' 0' ' 0' 0• continuous bearing (5 psf TC Dead Load). C5 S P #2 6' 3' 10' 7' 11' 0• 12' 7' 13' 0' 14' 0' 14' 0' 14' D' 14. 0' 14' D' 14' 0' Goble end supports load from 4' 0' outlookers #3 1 ' 4 ' with 2' 0' overhang, or 12• plywood overhang. �1 DFL ! Stud 6' 1' ID' 3' 10' 11' 1 12' 6' 1 12' 11' 1 14' 0' 14' 0' 14' 0' 14' 0' 14' 0' 14' D• Standard 5' 11' 9' 1' 9' B' 12' 1' 12' 10' 14' 0' 14' 0' 14' 0' 14' 0• 14' 0• 14' 0• Symma About Attach 'L• braces with 10d (0.128'x3,0' min) nails. NE For (I) 'L' brace, space nails at 2' o,c. Goble Truss In 18' end zones and 4' o.c, between zones. Diagonal brace options )I()I(For (2) 'L' braces- space nails at 3' oc. In 18' end zones and 6' o.e, between zones. vertical length any be T doubted when diagonal IB• )K 'L' bracing must be a minimum of BOY. of web brace Is used Connect L 1 member length diagonal brace for 305# }I at each end. Max web Brace Gable Vertical Plate Sizes total length is 14'. )K)K Verticol Len th No S lice 2x4 Stud, #3 or Less than 4. 0' 1X4 or, 293 better diagonal r Greater than 4' 0', but 2X4 Vertical length shown brace; single 8, less than Il' 6' or double cut )K Greater than 11' 6' 3X4 In table above. 45• (as shown) at L .L IrIl + Refer to common truss design for upper, end. ILI peak, splice, and heel plates. Connect dla onnl at ontinuous Beari Refer to the Budding Designer for conditions D a not addressed by this detail. midpoint of vertical web. Refer to chart above for a \ wsWARNINGIm READ AND Fl2.LeW ALL NOTES ON THIS DRAWING; ti REF ASCE7_=10-GAB11515 —IMPORTANTm FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Q Trusses require extreme cam In fabrkating,handling,sMppin6.InstoLLln6 and bracing. Refer to and j'� fallow the latest atlltion of BCS;(Building Conpanent Safety Information,by TP[and scA) for safety -�,. w DATE 10/01/14 pprractices prior to perforning these functions, 1—taU.—shall provide tnnpornryy brndng per HCSI. �_ W+less noted otherwise,top chord shah have properly attached structural she,htng and bottom chard DRWG A11515ENC101014 n shall have a properly attached rigid calling. Locations shown for permanent lateral restraint of webs Ll���I\ ri ehaU have bracing ionInstatieds par HCSI sections B3, Joint or B)0,nfl unlessbn Apply pintas to oath fats /=//I,I I[\\I I of truss antl osltlpn ati shaven nbave cti on R3, 7or Datall n unless le A otherwhlo. f�< U I u `f Rafor to drawings I60A-Z For standard plot.positions 2 i Alpine,a asvinlon of ITV BuIldling Components Group Inc.¢halt not be r.aponnibio for nny d.vintlan from AN rrW COMPANY this drawing,any fadur.to build the truss h conformance with ANSI/TPI 1,or for hn�lwlg,shipping, TOT' 'LD, 60 PSF Installation L bracing of trusses. '\ A seal an this drawing—cover pope U tbg thin draNng,Indicates ncceptanc.of prof.salonol • e1 '}' englnearinpp responSIN11ty solely For the design shown. The sWtabNty and use of this drawing ` 13723 Riverport Dnve for any stwCtur.Is the r..ip mu of the Bulidb,g D.slgnwr psr ANSI/TP]1 SecZ S,1120' For more InParmatlan se.IN. / Job's general notes page nmd these web sites- t"� MAX. SPACING 24,x' Maryland Heights,M063043 ALPINE.wwwalpineltw.eoml TPU www.tpinst4rgl SDCAl wwwsbdndustryargi ICC,www.Iccsafa.org 10/11/2018 ASCE 7-10: 120 mph, 30' Mean Height, Closed, Exposure C Common Residential GaVole End Wind Bracing Requirements - Stiffeners 120 mph, 30f t. Mean Hgt, ASCE 7-10, Enclosed, Exp C, or H Less than 4'6' - no stud bracing required 100 mph, 30ft. Mean Hgt, ASCE 7-10, Enclosed, Exp D, or 100 mph, 30-Ft. Mean Hgt, ASCE 7-10, Part. Enclosed, Exp C, H Greater than 4'6' to 7'6' in length Kzt = 1.00, Wind TC DL=5.0 psf, Wind BC DL=5.0 psf, provide a 2x6 stiffback at Mid-height and brace stiffback to roof diaphragm every 6'0' (see detail below or Lateral chord bracing requirements refer to DRWG A12030ENC101014). Top: Continuous roof sheathing Bot: Continuous ceiling diaphragm H Greater than 7'6' to 12'0' max: provide a 2x6 stiffback at mid-height and brace See Engineer's sealed design referencing this detail to roof diaphragm every 4'0' (see detail below or for lumber, plates, and other information not shown refer to DRWG A12030ENC101014). on this detail. Optional 2x L-reinforcement attached iia j��; Nails: lOd box or gun (0.128'x3',min) nails. to stiffback with 10d box or gunD L= (0.128' x 3', min.) nails @ 6' o.c. ` \ �R Ill i OCT 1 2 2018 ' 2X4 Blocking ; nailed to 45" sheathing and24' Max on— each truss (Typ) H 2X4 DF-L #2 H/2 or better diagonal brace. Attach each end for 560#. ontinuous Bearing 2x6 #2 Stif(back OF attached to each Stud w/ (4) 10d box or gun (0.123' X 3', min.) nails. oYARbWAEti x FWAD AM cnlrti ALL WFU a UM DRAVIt6AREF GE WHALER —DVMTMTxx frit USH nos DAVM To ALL mflRACMIS Dl=km n6 MTALUUM r„ V� Trusses regfdre extrerr- core M fabri—ti+a.oma.+dna.ltst"ft and bracing atefer m and A v V Vada.the Intent e"—of E=(DLOCm�orirrtt Safety In.—ticim by TPI and SDCAJ Far safety a0 � DATE 10/01/14 ekes pais,m p—forteM Mess f—V-- Installers shat provide t—pn—y brocBnp Per B= fsu`es, ted aMeiwce,tap ch—d=h.0 h.—wimps ty ntt..hed str�tval sMaw.. and battm�dm rd W D � DRWG GABRST101014 �1pFtII �I'FLF��-� shat Inve properly.t"p—n&d c Iu Lemtaos,s span fir pernarxrort lateral restraint F.obs U—W IL���91 V I� shat have j%,t sed Per above ��•-t;.M tli D7 nr Re ns iurde ntlr- dotAWy Plates m eoc6o hce + of tr>gs oM tlur ns stm.n obese nrvf mt the JaMt IIetnms,bless rated othirldsn Refer m otrnstraDs aatN-Z far stw,*,d ptate P..k r1. Alptre.a dtv�On of ITV 24A a C—pi—ts Fv-nup Inc shall rot be recpvdb0o€or uy devlaYen Fran IT �J AN WCOMPANY Im elands& e—yra�i-tt.bA'd Me trams v��nforean�e ath AY&UM a.ar f—a—nw,a.pmre- `� 81841'1 j TOT. LD. 60 PSF A sent—tt�d—.ft—cover p=t[strg M�&r%Jnp 4vicatm a of prole—k-1 13723 Riverport Ddve 0 soteily For Me sh.WL 71r sJ L'��` tabRlty arrd use of tt+is dti.tg I� S suite 200 Fa�Y % y op "w�am 'I a SecE Maryland Heights.MO 63043 Far^are urfix—ti ri see flan,tm s tafr at rotes pate neid Mese web sites MAX. SPACING ALPVM tt..at*,eitx u TPI.....tpF.stargt S&Jv netrsEcV lsiryor»t Mo+n ^fearg 10/11/2018 ASPHALT ROOF SHINGLES ' - PREFAB RIDG _ EVENT - _-__ - - - ---- - _ - -- - - - - -- - �4 LED LIGHTING - - - -- —- - - - ---- - - - _ - - _ - - - - _ AALL t�� LED LIGHTING 14' ABOv/E GRADE WALL MOUNTED 14' ABOVE GRADE ' w AM51w 6" "HARDI-TRIM" tfG�fT1 1N6-WINH61^R5 CORNER BOARD - -- 6" "HARDI-TRIM" - CORNER BOARD (y "HARDI-PLANK" CLAPBOARD SIDING CLAPBOARD SIDING i ® 1:7p GRADE - GRADE GRADE F-- -------__-_ - ---- --- --- --------------- - �-------_- - __`�--------- --___ -____---_- --—_—_--_-- - - ---- ---------� - _--____ _ - ------------ --------- ----- GRADE [ - 10" P. GONG. FOUNDATION 10" P. GONG. FOUNDATION OVERHEAD DOOR ON 20"AO" P. GONG. FOOTING ON 20"x10" P. GONG. F=OOTING COLOR (DARK BEIGE ) 10" P. 60NO .PFOUNDATION OTING SOUTH ELEVATION EAST ELEVATION SCALE: 3/16"=1'-0" SCALE: 3/16"=1'-0" R EF AB VENT ASPHALT ROOF SHINGLES -� 12 4 1 • LED LIGHTING �\ • -_-- -__- - _ - ------ - LED LIGHTING WALL MaJNTM - -- -- I(SFM, 14' ABOVE GRADE ' MITI 14'ABOVE CR w 6" "MARDI-TRIM" 6" "MARDI-TRIM" yy Sparkling Pointe CORNER E30ARD CORNER BOARD ws `. .' — "HARDI-PLAN," "MARDI-PLANK" O CLAPBOARD SIDING CLAPBOARD SIDING � D y y y — y y y y GRADE GRADE ' I GRADE- ------- - -- -------- ---- -------------- 10" P. GONG. FOUNDATION 10" P. GONG. FOUNDATION ON 20"x10" P. CONG. FOOTING ON 20"x10" P. GONG.. FOOTING 10" P. GONG. FOUNDATION ON 20"x10" P. GONG. FOOTING WEST ELEVATION NORTH ELEVATION SCALE: 1/8"=1'=0" SCALE: 3/16"=1'-0" IT., APPROVED BY PLANNING BOARD . TOWN- OF SOUTHOLD, _.,.`1''r._ DATE MAR 2 3 2018• ILJ� _ 3,IR6 S.F. WA REHOUSE BUILDIAIG FOR _�JtLD ARChyTc�` IYTo couNrr ROAo•+e SPARKLING POINTE NI NER r SOUTH OLD,NY OVERT CTG© �j SCALE: NOTED APPROVED BY: DRAWN BY: JT DATE: OI-15-113 REVISED BY ' µ Robert .a Gruber -- ,architect ~? 476 Expressway Drive So: Medford, N.Y. 11763 631-654-4949 ST 3571 . EMAIL: rjgruberra®aol.com F OF N`VJ ` / •�- DRAWING NUMBER: ELr Y A I ION✓G 5 OP 5 Joey: 17-125. I 101 cl 1-6 If Ile 3° 2 L_1 OVERHEAD DR. 3I �_� �� - � 541_O TO II LET o , —, — � _ Q } WAREHOUSE- a I O j � I p i— } m } IN tu 1u w .� cn !SIN N - - AXN51 AXN51 AXN51 AXN51 2 FLOOR, FLAN A 50ALE: 1/411_1'_0Il LINTEL SCHEDULE L-2 = NOTE: ALL INTERIOR FINISHING SHALL COMPLY WITH CHAPTER 8 INTERIOR WALL AND CEILING FINISH REQUIREMENTS PER TABLE 805.5 (5EE .SHEET 1) NOTE: . ALL FLOOR FINI5HING CLASSIFICATIONS'PEP, -SECTION 804: APPROVED DY PLANNING BOARD _ .TOWN OF SOU THOLD MAR 231 2018 DATE I HOUSE OUILDIN& POR jiR�E ApChATc�` iso canrnr rio 48 SPARKL I NO POINTE INI NERY�U„ao� r„-' SCALE: • .NOTO APPROVED BY: � DRAWN BY: JT r DATE: OI-15-16 REVISED BY t Robert J. ' Gruber. - Architect 476 Expressway Drive So. Medford, N.Y. 11763 631-654-4949 of ;�_�� EMAIL: rjoruberraaool.rom FLOOR PLAN DRA4�NG NUMBER: IT J'v` 305 JuB#: 17-125 I' n tee.-uacm.rcear, r .'rr. rc:+qa.^rs..*'•eccr¢aav:.*am:_rcazarti ROADWAYTYPE 2'E DC"I.I.D. DRA I NACGE CALCULATIONS (DISTRIBUTION POOL ONLY) s�..d�. T" EXTG / WELL FINISHED GRADE AREA-I ;�, t. (EXT'C7 D SWAY) NEW DRIVEWAY: 3,121.16 S.F. x .17 x 100 COLLAR AS REQUIRED ROOF: (NEW BLDG) 1,518.00 S.F. x .17 x 100% 271.66 G.F. F CONCRETE COVER CONCRETE DOME _ TOTAL = 105.45 G.F. REat) ,r P� ► 15" RCP CLIV CONNECTIN_ IoPRAINA6P I PIPE (ROOF DRAIN TO USE EXTG (1) LEACHING POOLS o V DIA, x 8' DEEP = 311.67 G.F. PROV'D •,� FOOL � _ � BE 6" P.V.C. SDR 35) -_ ADD 1 NEW ' ' :7 - _ `�"`✓`� +` EXT'G 20 ` 1T- 5 _ _I WITH THE FIRST TEN _ () LEACHING POOLS ® 10 DIA. x 8 DEEP - 547.36 C.F. PROV D Ij 8' DIA.xa'DP /"�Q�q\",�� \ ��J6" III M EET AS CAST IRON. ., \\ �42 DRAINAGE SFr ,�/ TOTAL, 131.03 G.F. PROV'D \ POOL /q �a EXT'G _ 5 11TE �\ MONITORING -I 3'-0" 110 ❑ 0 0 ❑ ❑ ❑ I1' WELL _ MIN. ❑ ❑ ❑ C� 0 ❑ ❑ ❑ PROPOSED _- WATER _ 1111 ❑ E ❑ ❑ ❑ \ {^ :�, SERVICE TI ( ❑ ❑ r r-] ❑ ❑ I_ AREA-2 �P F (EXT'G ROOF STRUCTURE CRUSHING PAD LOADDING AND PARKING AREA) Y � 2 S-0" I , KEY MAP � _ MIN. _ (EXTG 1013 GU. FT + 1,035 GU. FT. = 2,128 GU. FT REGUIF.ED) _ r 8' DIA. DRAINAGE vi ' Cbl POOL5 TO BE - - II_ � / \ C4T � / !�` \ �SAi�H•T• ` \ � � REMOVED � �.= Q - AREA-2 (ADDITIONAL) PRECA T CONCRETE SCALE: N.T.S. I i 9\ IE s % 20° V �� W DRAINA E RINGS - ROOF: (NEW BLDG) 1,518.00 S.F. x .17 x 1005 =- 271.66 G.F. (4000 P.S.I.) _ ADDITIONAL PAYING: 124.41 S.F. x .17 x 100% 15'1.10 G.F. �, I _ a I T� DATA 15B f O BACKFILL WITH ?. 28.00 C.F. EXTG `<�. so. /S�. 951, 1= _I CLEAN COMPACTED ADDIT OVAL - I REQUIRI=D) AREA OF 51TE: 1.002 AGRE(5) OR 43,642 S.F. lo' DIA x lo' DP f c l �• o'e'P ', R - _ - 4:25.7 9 G.F. REQ D 9 fFT T c \ apo \ MEN O O - ONLY AND GRAVEL EXTG GUILDING AREA: 5,8013.0 S.F. LEACHING POOL ' F / ?- �o.o PROPOSED BUILDING A'R.EA: 3,11i6.O S.F. < 1,, ` e�i��y4 SFd ,� 10' DIA.x-1' DP ADDITIONAL = 2,556.76 G.F. REG'D EXTG -Al/c�+ d/ �y \\ // DRAINAGE Q I I TOTAL = cl,004.0 S.F. / 10' DIA x 10' DP V F.� q�/ S'I'G off, �, ; POOL OPEN BOTTOM , :50.0% R 5 i /� I - USE EXTG (4) LEACHING POOLS @ 10 DIA. x 7 DEE. - 2,350.0 C.F. PROVO I. C�i2 S.F. / EXPANSION POOL Q �° fi S \ �,, 1 -_ _ - -- I G.F.o `Ii OF LOT COVERAGE (MAX) Or, , o> ADD (1) NEW LEACHING POOLS @ 10' DIA. x 8' DEEP = 547,36 FFROV'D % OF LOT COVERAGE (PROPOSED) 20.63 8 EXTG DP In� NEW \-2�5 9�, `.\ 11O� < `- I I I I I I ( I I_I I I I I III b z � OF LANDSCAPE COVERAGE (MIN.) 25.0°6 OR 10,310.5 S.F. ` fi ` / g'_4" � ' 96 OF LAND✓GAPE COVERAGE (PROPOSED) 2'.5.096 or: IDcl10.✓ 5.F. SEPTIC TANK Q / GLEAN OUT ��.� °`, `� r:, 1T, EXT'G � O Iv TOTAL: 2187.36 G.F. PROV D LOCATION , `� M7O�'" �� lo' DIA.x7' DP �,C, 10'-0" EXTG ZONING OF 51TE: LI - LIGHT INDU5TRIAL \ DRAINAGE / 7O R EXISTING USE: WAREHOU5fi: � EXT'G Air �� �,� POOL /� GROUNDWATER I 2 GLEAN OUT AND X21 car'� " Pte/ �` PROPOSED USE: Y`{AREHCUSE SANITARY LINE TO F `\ \ \ - � EXTG aD EE RELOCATED TyoJ �\ C� 20� l0' DIA.x-t' DP 5.C.T.M. 4: 1000-6q-05-3 Ig DRAINAGE �I �.�q DATUM OF ELEVATIONS: NAVD l5ab r, 0 22\ \�o.a, © \ \ jos POOL DF I I `►A E FOOL DETAIL 1211 / D EXT'G ti \ /qs `;� ___,' G c '1- A {�V'/�" Zu/ CLEAN OUT \�<v �.' .'��� D AI G 'S'4/ PARKING �' `I `� I ' •\./ ATA TO REMAIN &:' 6 � �' n _ o�V�1� N / 00 rho I I I I ,, �y PARKING MIN. SPACE 51ZE: 1 x 11 REQUIRED - 1 x 11 Pr,.OP05ED T 6 e ANYTIME Al - _ - MIN. A15LE WIDTH: 22' REGUIR -0 - WA 4' � � � \ MIN. REP°UIRED NUMBED: 01- 5i'I�:GES: � / \ HANDICAP BARK SHREDDED TOTAL BU LDING AREA = 1004 SF PARKING SIGN O \ EXT'G FINISHED SAUCER I ' C- PER STALL �� ; fi 'Sr lo' blA.x'1' DP GRADE 6"DIA. 6"DIA. t- G "NO PARKING e P!/(j�,. 1 `--�' DRAINAGE _ X , X EXTG WAREHOUSE ANYTIME y;,icq! �'i T I CUT & REMOVE BURLAP CONIC. Z Q CONC. Z Q SIGN PER \! \ 7 L G PDLL FROM TOP 1/3 OF BALL I STALL PER 1000 S.F 5,15.20/1,000 = 5.52 5TALL5 rl- ?' \ S STRIPED AREA '9iyf' \� t7 \ •C�/ '1 / _ / POST POST }� r G D `-20 fi 7�� � �' \ \ 1' ,I - BACKFILTOPSOILL FERTI LI2ER A LXT'G OFFICE Ck UNDISTURBED SOIL DQ (D I STALL PER 100 5.F .2f�b/TOO - 2.53 STALLS G'I� O s.. PROPOSED WAREHOU5E \ ? �`L I STALL PER 1,000 S.F 3116 1000 M 3.2 /, O STALLS DREG D ��}-- � \ � \ \ RU�3 f= 17 TOT, !_ STALLS D',.EG2UID�ED - c I I c � o; sos \ 6ARB,S&E 11.6 .�TA�.-1 5 (12 5T.AL.L..�) \ 170 S_r s_ HANDICAP PARKING NO PARKING 5TALL5 PROVII✓EI� = G CTI/tLL✓ INGLVI7INC-, L H.C. �t_I C� O O OLMR.RE ( Ti i ....,) el '� 2O� DETPILj PARKING IDEN-1IFICATION SIGN = 6 LAND0ANKED 5TAkLLS O \ Qt \ tOTAL .TALL., F RC V, �I_J: 1-1 ,_TALL5 /[ \ � % // / SCALE: N.T.S.N.r.s. 18" CLI , ;� OF FACE OF CURB 1 3 DRAINAGE , �;� i o) DENSITY h POOL r� � uf�,N rITY O fi GROUND WATER MANAGEMENT ZONE = HYDROGE'?LOGIGAL ZONE IY �-- ANI:� S(•,AFE L_E(5EN� O DATUM OF ELE1/ATION5: NAVD 1188 5T'OPPEROR SUITABLE COVER �__ � END - TO GRADE /�� \ � \o F`' �,--- ��'-zAREA OF SITE = 43,6642.0 5.F. OR 1.002 ACRE(5.> �. THUJA NIGRA (FYRAT~1117rtL AFZJ3C%'F<) 6'--1 HIGH 1 1.002 ACRES x 600 G.P.D. PER ACRE - 601.2 '.�.'r'.D. ALLOWABLE \,. - \ sN- \ o °�{• PROVIDE WOOD CHIPS AROVi lD ALL 5�'IRUdS AND '1f,EES \� SANITARY FLOW (ONLY) W 2 5. ALL BE MAINTAINED f OIC PIPE (5) \ � t`1LlOR5f IIP SEWER PIPE �'\�' -- •- --- YEARS. ANY PLANT5 WHICH DIE Of?DEGOME 1-i15EA5ED � EXT'G WAREHOUSE 5,520 S.F. 220.80 GPD DUI�INC THAT TIME 5HALL BE REPLACED £3Y ArL.IGANT. I� �Ty�,JfT ,-- / �, EXTG OFFICE (NON-MDEIGAL) 288 S.F. 17.26 GPD 3a°ELT3ow \ <DN PROF05ED WAREHOUSE 3,116 S.F. 127.0{' GPD TOTAL SANITARY FLOW fF/ 365.12 GPD 60'-,`VYE a, SANITARY FLOW CALCULATION ALTERNATE"B" / � � STORES AREA 10IAL A`JG 1.CLEANOUT(S)LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITH , / \ (� FT) OCCUP•. QM�cQALZDAY SANITARY ONLY 77r-UMERS!.G PURSUANT TOSOUTHOLDTOWN CORESECTION TRAFFIC BEARING FRAME AND COVER. . / - � (EXISTING) WAREHOUSE 5,5:20 S.F. - .04 220,80 x'O-131(1) ACF.N�'WLEDGES THAT THE CONDITIONS OF THE STfE PLAN 2,IN ALL VIEWS,ALTERNATE"A"IS FOR BENDS,ALTERNATE"B"IS FOR (EXISTING) OFFICE (NON-MEDICAL) 288 S.F. p6 I-12�3 APPPOVALSET FL%RII INTHE RESOLUTION OF APP OMkLDATED USE WITH BUILDING EXTENSION/CONNECTION. ,•_ (PROPOSED) WAREHOUSE 3,1116 5,F. - .0 12-1.84 '3 1�rm.x„ARE ACCEPTED(SEE CONDMONS ON RFSOLUTI!'n I. LACI n PLEASE pP.LM1T AME.,��`Lits n r..�r...6/`'M>r�'� i TOTAL DAILY FLoN 365.112 GPD SEPTIC, TANK IlUINU !.t3S1GNATUR'E TITLE DATE DEPARTMENTAL APPROVAL 365.112 GPD X 2 DAYS = '131.84 GPD REQ'D USE EXTG SEPTIC TANK IWVNOFSOLT CID?LANNONGE!1APJ3 S.G.T.M. # 1000-6�i-03-3 (1) a' DIA. x 4' LIQUID DEPTH !' 6 BLACK VINYL COVERED CHAIN LINK FENCE ENCLOSURE 1,200 GAL GAP. 5EPTIG TANK ��,tl1^,2 W/ BLACK VINYL SCREENING SLATS IN FENCE AND GATES ,(L)nn. C EiAi�. n'rr.s_s0.,N' .vA r'i PkTE LEACHING POOLS - •�•■ * ' '- ■• ' 365.112 GPD = 1.5 G/SF =243.1(5 5F WALL AREA PEO'D ��Tb IM?o"".'°'owl ie"t d-Mo mt Irt-2 '"h"''l f"s rail.of e!:It (1?') t; 243.15 5F - 25.12 SF/VP = 11.71 V.F. REO'D t"* '"s>L t s�'-•.t o4 e,^ ral oa p ae! r "�a 2a"�132A�. USE EXISTING (1) LEACHING POOL(5) @ 10' DIA. X 10' _SEEP U5E EXISTING (1) EXPANSION POOL(5) @ .IO' DIA. X 10' MEHP i 1= 1= r1 Lu u_ �j Lu v 'a u_ co t: 12" DIA. 0 0 0 �I•L`_...,_ _.�L_fhW .I I I;,'i T � „ " �'�A t' G � �O!U rE I;,"1 7 "oi'°�%:'',3.r'K'i','.t^'xm,'!"".�:.':"m?`:s:�3S = :C:'"J"?';r^ri*^.,*ra�•>f^Y;�.�?'�;�� �';:G'°""�is"^.,R� APPLICANTS NAME: f''OME RC5GUC SOLUTIOi�lS, LLC, - c to SPAi�,K1_ING POINTE, 1_LG 15 DIA. 15 DIA. -I s 15" DIA. L, - ADDRESS: 1-150 OR 45, 5OUTHOLD, N'r IIr-i"II p PROVIDE HOLE 1/4' GREATER THAN DIA. PHONE /: X31-X65-000 w. _ _ sem- OF GATE BOLT. DEPTH MUST BE GREATER PROP05ED NAREHOU5E BIJI1..r�ING I; E3Y 1" THAN BOLT TR4VEL. DUMPSTER ENCLOSURE 1 � c �,���� SP,�f?,}:LINcS fi'OI1�iTI:. 1/'�Ii`dEi:Y FENCE AND GATE DETAILS ��� �° �,;�G "� � 12-ra Ga"'IT,'ROAD`,� F AS I'dOTED APPROvED 8Yc NOTESI , .. �"�, sGP�_� . . Dr2 n 13-- J.TURNE;R. r' 1. CONCRETE FOR POST FOUNDATIONS SHALL HAVE A 4,000 P.S.I., 28 DAY `" DATE. 12/:21/1'7 REVISED 13Y , COMPRESSIVE STRENGTH. ~" ° -------- - _: Robert J. 6rubor Archito 2. POURED CONCRETE PAD FOR DUMPSTER SHALL 6" MIN. THICK AND HAVE A 4,000 n '\ 1v�'?1 ��- 476 Expressrr,'ay Drive So. Medford, N.Y. 11763 (631) 654-49�f9 k P.S.I., 28 DAY COMPRESSIVE STRENGTH. S.G.D.H.S RF-F# �'r Ao _ _ ---`�---~ ------- -- --- • --'--- - - �` I ,f *.. REV. I O✓/IT '/I f7� rf° �r '' �I F�'yL,.: I .Ir�� i CRAYIh -NUTA6E'R: ,. ...., ii ., I Gr= I M II-12> T' .. ASRX''.t15:i3tS5fT :T:4i'FR> T :S67Tf, 6'J'7_iT®..TN9pfiLR:RfLY2'SJN.!':3S'3:.['1^.i;A:A'7'f.Y.^'/:1C.T.A'G.1T[T'S'n^.vT4."^ "+.WS9F. `.tSaRP',:'i'.^.vl! ,'^-C*F:SS1sTS^.•.CS"C"`^..'i.::".^,5.3..3.^..L.1.^"....^vw:CTfi:CT.,UR:B'S'.T,.D::7.:..i:n:T..""...:.5'.: BEGINNING AT THE NORTHWEST CORNER OF SUBJECT PROPERTY AND RUNNING CERTIFIED TO:HOME RESCUE SOLUTIONS,LIMITED THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE WESTERLY PROPERTY LINE, OLD REPUBLIC NATIONAL TITLE INSURANCE CO. S 55 52'00"E 279.47 FEET. PARAMOUNT LAND,INC. #PLll-008991 R THENCE N 34 14'35"E 10.00'TO THE N/W/CORNER OF BUILDING. (POINT OF BEGINNING) THENCE N 34 14'35"E 44.2 FEET TO THE N/E/CORNER OF BUILDING THENCE S 55 51'41"E 137.8 FEET TO THE SIE/CORNER OF BUILDING JOB NO.:2011-148 THENCE S 34 14'35"W 44.270 THE S/W/CORNER OF BUILDING MAP NO.: THENCE N 55 51'41"E 137.8 FEET TO THE N/E/CORNER OF BUILDING FILED: TO THE POINT OF BEGINNING. REVISION: Jr jr. REV. TITLE CO. CERT 7/25/11 , LOC. FOUNDATION 8/21/12 S. ADD BUILDING LOCATION DESCRIPTION 9/2012 ' FINAL SURVEY FOR HEALTH AND TOWN .0l FS l L Q UPDATE SURVEY 6/2/18 I' LICENSE NO.:050363 HANDS ON SURVEYING 26 SILVER BROOK DRIVE ■ O FLANDERS,NEW YORK lilt 11901 ` Q / `byTEL(631369-8312-FAX(631}369-8313 c O . MARTIN D.HAND LS Of p COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE ` c CONSIDERED TO BE A VALID COPYAND SHALL NOT BE USED FOR ANY PURPOSE- LOT URPOSELOT AREA:43,642 SQ.FT. =1.002 ACRES o ELEVATIONS HEREON REFER TO APPROX MSL DATUM er i ���• � F .\ ` �o� AND ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS o97 /pry � oiro SANITARY DIMENSIONS COR C1 C2 ST CPI CP2 A 73' 132' 184'6` 20411 216' �, qy • B 72' 13Z-6'186-6' 205'-6" 216'6' s '1' SANITARY DIMENSIONS AS RECEIVED FROM INSTALLER c 0 WA TER SER VICE LINE A S RECE l `\• l�coo UNDERGROUND ELEC RIC LINEI AS RECVEDOEIVED FROM BUILDER \dy � Gtijy'Q,cO N SS2o0,c F$sra Sy 2 6�' 01<_ tiAl o� 9 rilp cli 0VSs le F O S ��Fsr°x, O 400po QP \ Y P EAS WANDIX7SUBSURFACE S RES NOTGUA SNR RDE-0 FCORDEDO RANTL$ `v UN LE PHYSICALLYEVIDENTATTHE Tj<' SURVEY THF '.TT(ORDIMFNSIONS)S1AJM HERO IH",N S AREF RAST S TOTHE ` VEY PROF *YLINISARERJRAfr "EC V ARE _ANDUSE IUGUH kf{GRE ARE INTENDED IUCIIrI�THE EREC ,"OFFENCES,Rt lAI TIM WA E ,MT�M�DPLU�� PROPERTY ANDA DTNERGNSTfA.Cl SITUA"I'llillE UN SURVE ISAVICTK]NORADwnON TDTH i7"O ISAVKHATIONOF ME T LWTNE NEW YURKSTATE "/I OF MIS SURVEYMP NOTBEARING S O UTHOLD MEL D SURVEYORS INKED SEAL OR D SEAL SHALL NOT BE CONSTDEiRED TO eE vauD not COPY WN OF SOUTHOLD CER n A WNSINw'CATEDHFRONSHAft TNN ONLY ,THE PERWN(S)FOR M"THE SURVEY SUFFOLK COU &PR 1FEU AND ON HIS BT HAI F n)THE NTY, NEW YORK TI^.E :MT'ANY GOVERNME N TAI X,F"YAND LL NU! .IN.,TInITION LIS II UH(F'E,11 All IT, 1SSK4NfISOFTI,ILENUIW,,INSn- IUTN rIRTIFIATIMI:,4RENOTTRANSFFR99'F UNALINT,UTKMSORSU EWEN, 20 10 0 20 40 60 80 100 120 140 160 180 SCALE: 1"=40' DATE:JULY 5, 2011 / ROADWAY TYPE C.I. FRAME GRATE 2'-0" I.D. DRA I NA&r C.ALGULATI OI`l5 (DISTRIBUTION POOL ONLY) AREA-1 / EX ' FINISHED GRADE {, F (EXT'6 DRIVEWAY) ' '' NEW DRIVEWAY: 2,225.0 S.F. x X1 x 100% - 378.25 G.F. `` r COLLAR AS REQUIRED USE EXT'G (1) LEAGHIN6 POOLS @ 51 DIA. x 8' DEET, _S 311.67 G.F. PROVD ; --CONCRETE COVER CONCRETE DOME. AREA-2 15" RCP CLIV AIN TO TIN (EXT'6 ROOF STRUCTURE, CRUSHING, PAD, LOADDIN6 AND PARKING AREA) � \ O I (_ PIPE ROOF DRAIN T j _I I BE 6" P.V.C. SDR 35 _ I I / _ (EXTG I,013 GU. FT + 1,035 GU. FT. = 2,128 GU. FT REQUIRED) f D �' 6 _I I °0 WITH THE FIRST TEN _ O�+TC' '��6� BARK MULCH EET AS CAST IRON. I I AREA-2 (ADD,ITIONAL) `` ;~ �\ F FINISHED .'„ r 4 t/ 2 , DRP INAGE R EXT'G GRADE SAUCER - _ "Pl" 'a- S,[T - . ROOF: (NEW BLDG) 3Ig6.00 S.F. x X1 x 100% -- 543.32 G.F. ` MONITORING - 3�-0�� ❑ ❑ ❑ ❑ ADDITIONAL PAYING: 242267 S.F. x .I� x 1009!' = 411.85 G.F.WELL i CUT 8c REMOVE BURLAP ROM TOP 1/3 OF BALL MIN. tTOPSOIL do FERTILIZER - "I ❑ ❑ O ❑ ❑ I PROPOSED BACKFILL = ❑ ❑ ID C• O ❑ ❑ _ (EXT'& = 2 128.00 G.F. REQUIRED) , \ WATER - - ADDITIONAL = .x(55.17 C.F. REQ'D �� Q UNDISTURBED SOIL \ :� _ '� \�• ` SERVICE _ _ _ ❑ ❑ h r7 ❑ ❑ _ • 1 .A 20� TOTAL X1,083.17 G.F. REQ'D _I b> 22 �' -EXT'G 5�-� _'L)� �I T - MIN. - I I I n \ o \ �' •o, � 8' DIA. DRAINAGE USE EXTG (4) LEACHING POOLS 10 DIA. x 7 DEkP = 2,350.0 G.F. PROV'D KEY M A f� POOLS TO BE REMOVED _) I � I _ ADD (2) NEW LEAGHIN6 POOLS @ 10' DIA. x ,' DE}-P = ci57.a G.F. PR01('D - o - _ SCALE: N.I.S. PRECP, T CONCRETE 20° V w DRAINA E RINGS �� _ (4000 P.S.I.) _ TOTAL: 5150'1.q G.F. PROV'D I S o HE \ 'A; �. \ 4 SITE DATA o� i iE 158 \ '`sro 9 � `OI i BACKFILL WITH AREA OF SITE: 1.002 AGRE(5) OR 45,6542 S.F. f < .20. R ' /Z" C Y - CLEAN COMPACTED DENSITY I SAND AND GRAVEL EXTG BUILDING AREA: 5,808.0 S.F. G 9�Ff�T T ic< 3 o�osFo SfiR / 20.0 O�/ri ,oI� I I ONLY GROUND WATER MANAGEMENT ZONE = HYDR06EOLO61GAL ZONE IV PROPOSED BUILDING AREA: V/ 004.0 S.F. EXTG F 6 ssF Q I_ _ I DATUM OF ELEVATIONS: NAVD l 188 TOTAL = r, f \ �'�i� �'i �' NEW OPEN BOTTOM a r- / 10 DIA x 5 DP k `l� F:• o, < /_ ZN I 1 %,OF LOTGOVERAGE (MAX) 50.0% OR I..LEAGHIN6 FOOL `a%q ' ?e ��Ns IO' DIA, x 8' DP __ AREA OF SITE = 43,642.0 S.F. OR 1.002 AGRE(5) W OF LOT COVERAGE (PROPOSED) 20.63 y DRAINAGE 1.002 ACRES x 600 G.P.D. PER ACRE = 601.2 B.P.D. ALLOWABLE POOL - I EXTG �vJ 2 s 9g. tir ;a ; �' III III (-I I I I III o z OF LANDSCAPE COVERAGE (MIN.) 25.0% OR IO,110.5 j.l'. 8' DIA K 4' DP e/ NEW \ 'Tqe\ �� - .a�� :� '� iv M % OF LANDSCAPE COVERAGE (PROPOSED) i5.05'� OR IC 110 5.1 . SEPTIC TANK GLEAN OUT rp�� �\ � p• ATG EXT'& 0 9'-4" SANITARY FLOW (ONLY) ' irQl LOCATION `, '�/ � o �4 IO' DIA,x7 DP l� EXTG ZONINS OF SI'Z'E: Li - LI6FiT INDOSTRIAL v. \ J h DRAINAGE 10'-0" EX15TI"!G +J E: r j ~ ° POOL O EXT'G °,r -°' �j0 :;� / GROUNDWATER ,5 220.80 OFD I c GLEAN OUT AND f F N R EXTG WAREHOUSE 5 20 S.F. 2 ., - _ EXTG OFFICE (NON-MDEICAL) 288 S.F. 1-7.2e, GPI7 PROPOSED USL= 1`lA.R1-1 CU.:C / p SANITARY LINE TO �TF�, �Y -�; C� EXTG PROPOSED WAREHOUSE 3,IC16 S.F. S.G.T.M. 1000-61-03-5 BE RELOGATI=D ��J \ ,•�:> .Ct -- =- --- 10' DIA.x 1' DP 12-I.E54 GF"D / 22 ' 20.4 _ . DR OIOLGE I TOTAL SANITARY FLOW 365.82 CAPD DATUM OF ELEVATIONS: NAVD Ig88 \ © �o� � r AINA FOOL DETAIL = FAR<IN(5 1��4TA: z� GLEAN OUT 9$ n - BRAIN c��t 5ANITAR`I' FLOW 0ALGUL4TION -- � TO REMAIN t e• � �'• n p JcQ�'� N �<� � I I I I � � STORES �g ty4L mvj5E TOTAL AVG. MIi'd. SPA �E SIZE: �1 x I1RECkJIRED - - q X 11PROf'C7✓L'2 (SO. FT.) OCCUP•, GPD/OCCUR SANITAARYA GAL/DAY MIN. AI:%LE WIDTH: 22 RZ-G2UiRED N/A - MIN. F ECUIRED NUMBED--, OF SPACES: lob � \ (EXISTING) WAREHOUSE 5,520 S.F. .04• 220.80 PAARKING SIGN 19.1\ fi \ (EXISTING) OFFICE (NON-MEDICAL) 288 S.F. .06 17.28 TOTAL BUILDIN6 A!�CA = 11,004 5F PER STALL \� �,1 f• S� �� IO' DIA x7' DP (PROPOSED) WAREHOUSE 3,116 S.F. - .04 127.84 I '� - EX'f G 4 v�fZEHOUSE "NO PARKING lflTa \ � �� �� +T DRAINAGE ! STALL PCP. !,000 S.F . 5,520,iI,OC)0 = 5 J2 STALLS RCG2')✓ SIGNS \�y? �� \ _1 POOL TOTAL DAILY FLOW 365.82 GPD O - G STRIPED AREA � y � 20 \ �G� fifi�ti0 /S� \ i SEPTIC TANK EXT'C� OFFICE `g8,/100 = 2.Sf3 STALLS f ._C�!? \ Ib 1 ` 4 < �S �' \ I 15TA,LL PER 100 S.F � L!_ E O 365.12 GPD X 2 DAYS = 731.84 GPD REG2'D I''{Z,OPOSED HAREHOU5E USE EXTG SEPTIC TANK 1STALL PCR 1,000 5.F 5,1V16/1,000 = 3.20 STAL LO RE G210 01 \ ter (U 8' DIA. x 4' LIG2UID DEPTH +O \�S ity G 20.2 \ &ARBA e 1,200 GAL GAP. SEPTIC TANK TOTAL 5 T ALL5 REQUIRED = 11.6 5T'A!_I 5 (1.2 5 ALL5) \ O D1'�T� STALLS. F'f':OYIDI=D = 6 STALLS (INC,,LUPIN6 2 !-!.r:. :=T,�,I �0 ���''o � \ 20.2 Er+cLosuR:t� LEAGHIN6 POOLS _ c \ ENDETAIL� -- 6 LANDBAI�(Kf D 3T/',L� 365.12 GPD + 1.5 6/5F =243.15 SF WALL AREA REG"'D '1'O"I AL STALLS PRO\/ZDED = 12 5TALL!5 O `/� USE EXI5TING (2) LEACHING POOL(5) (P 10' DIA. X 5' ;SEEP V � �- s -------- --' Cao \. J s 0/1-" A1dd ` Io' > X6' DP ,/���6 `� ,'� ��� 9� DEPARTMENTAL APPROVAL OC DRAINA&E b� fi `•POOL }L , / ¢Q \ 0 / S.G.T.M. # 1000-bq-03-3 , 20.4 , �: ci� � / LAND5GA1=F_ LEGF_Nl7 C�l,Ar�T11Y OS ----- � > oti THUJA N16RA (PYRAMIDAL ARBOR) 6'--1 HIC-,11 =! 11„ 121f ���' ��` PROVII.7E WOOD GH,PS AROUND ALL SHRUB'S A,NI2 TFti�:E5 +- '�- \ 2 SURVIVOR. I ' SHALL EE MAINTAINED FOR I•IVE (�) \ ,-- DURd T �1- - Ar'i'l.GAi IT T HA f I, C SHA. LSE R PLACED i3Y . NO RESERVED `� 00 DO PARKING ARKN sibrvEROR SUITABLE c6wiz ANYTME END PLUG TO GRADE 1.6 LT Health Sernces SIF f�F �� �� � Approval foroCon Construction-Other of He f PP rn ion her an Si am sEiVERrrrE 6"DIA. ?C 6"DIA. GRADE EL ct' -Ot Th Single Family CONC. Z Q CONC. Z Q �� DARK BROWN Reference No.ok-4-�~ Design Flow LOAM OL ' - - _19.0, a0°ELBOW. " POST POST � � eRow�l SILTuse(s) C) o d '� OL These plans have been reviewed for genEIIIIIITt confortmance thy$ffullc (D GO (D 00 ` -17.5' County Department of Health Services standards, relating to water I PALE BROWN supply and sewage disposal. Regardless of any omissions, 60°wig / ;, FINE To. inconsistencies or lack of detail, construction is required to be in TE FLAN MEDIUM SAND ALTERNATE"B" SIP accordance with the attached permit conditions and applicable I:CLEANOUT(S)LOCATED IN,TRAFFIC AREAS SIIALL BE PROVIDED V✓ITII „. standards,unless specifically waived by the Department.This approval TRAFFIC BEARING FRAME AND COVER: HANDICAP PARKING NO PARKING SG,4LE: I' = 301-011 3.4' expires 3 years from the approval date ss extended o newyd. 2.IN ALL VIEWS,ALTERNATE"A"IS FOR BENDS,ALTERNATE"B".IS FOR WATER IN PALE PARKING IDENTIFICATION SIGN BROWN FINE TO �N r qac USE WITH BUILDING EXTENSION/CONNECTION. - MEDIUM SAND CA SCALE: N.T.S. 18" CLEAR OF FACE OF CURB r0 I�7{'��OR I N�7 WALL SIP 3.0' Approval Date ,eviewer i' X I I H I I`t 150" OF 5A1`l I TAR%r COMMENTS: WATER ENCOUNTERED 5Y5TM5 TEST HOLE 6' BLACK VINYL COVERED CHAIN LINK FENCE ENCLOSURE N.T.S. PROVIDED BY- W/ BLACK VINYL SCREENING SLATS IN FENCE AND GATES McDONALD GEDSCIENCE tl P.G. Box 1000 5.6.D.H.5 RF-Ft", 610-I5-0005 SOUTHOLD, NEW YORK 11971 --- (631) 765-3677 H H z z d1- 4� _ _ � Q� < (i+ 40 QD dg Q � U�iO �� d d� w w F- + F- F- + I- I- F- F- F-N I- O 1- + F + I- F- + F- F- � N '* N± N:L to± �O tt1 O U) O U1 O U1 O to O . , 20 EL. 20' - - - EL. 20' w 'Y 12" DIA. o 0 o EL. 15' �^a T T T APPL!CANTS NAKIE: HOM>r R.ESGUE Cx11, TION`, 11_.C. „ I �15" DIA. 15" )IAA I EL. lo' EL. lo' - G/o St'ARKLIN Ir'C�11�1-F, �!_c.....-... ,..-_._.." -a 15 DIA. R! ADDRESS: oc;-i50 0R 45, SOUrHOLD, 9'-4" P110NE #: ..._ EL. OS PROVIDE HOLE 1/4" GREATER THAN DIA. v_p ARC F' :OPOSE-D WA :>vH01JS,F UlLvli`YG- OF GATE BOLT. DEPTH MUST BE GREATER � d✓� 13"�:ro;;;I•i^;';;o,•:,>;es I .ollii-101D,ItY " BY 1 THAN BOLT TRAVEL. w� DUMPSTER ENCLOSURE - `� a``' te xA `"� APPI:OVED BY: ""`- `°" I: .4- ..• �:rUf?NC�R NDTESI FENCE AND GATE DETAILS - -- I�5 Noy LD :1=A� L r, 2/21 !'I _._ 1. CONCRETE FOR PDST FOUNDATIONS SHALL HAVE A 4,000 P.S.I., 28 DAY + - -- -.--.--w4--.---- • _ _ COMPRESSIVE STRENGTH. .. �, FROFOSEI� ��AN I TAR'I' i=aR0 I E ROl�Or� J. c���abol� ,�.r �!~��t��•�. 2. POURED CONCRETE PAD FOR DUMPSTER SHALL 6" MIN. THICK AND HAVE A 4,000 I `� F # � 61" 1,,.,�� � '� p ` ` "�_ Drive SO. Medford, N.Y. 11763 (631} 654-49 9 P.S.I., 28 DAY CONCRETE AD STRENGTH. 1 R.-Y. 2 03/:�3/Ia \" 476 Ex Ie��:d� p� re" C F t'3'=°N _ " I REV. I O5/ J/ICJ �,,�..�..,,. 51 -TE FLAN DRA�YISP-NG NUMBER: Ot BR. SCALE: I -10-O # mer aseewas .mssrca.' .rye^ srautr.•r.-,ws::nr.Yexwu..sraar -• x.+a..'ar..rareta-srsnsaevazc srese®arnsararac srror. asa,va:rs w_^._:�a I I / ROADWAY TYPE C.I. FRAME IDRA I NAGF_ GALGULAT I ONS GRATE 2'-0" I.D. r. (DISTRIBUTION POOL ONLY) AREA-1 EXT'G FINISHED GRADE f,s / WELL (EXT'G DRIVEWAY) �' t r,' '' '''+►,,� NEW DRIVEWAY: 2,225.0 S.F. x .17 x 100% = 3-18.25 G.F. :.• COLLAR AS REQUIRED USE EXTG (I) LEAGHING POOLS @ 8' DIA. X 8' DEEP a 311.67 G.F. PROVDD •, �, CONCRETE COVER \ Sz CONCRETE DOME _- AREA-2 _ 15" RCP CLIV CONNECTM I ' (EXTG ROOF STRUCTURE, CRUSHING PAD, LOADDING AND .PARKING AREA) PIPE"(ROOF DRAIN TO _ I I �� OO ,� _ CO NTH BE 6 P.V.C. SDR 35) _ (EXT'G 1,013 GU. FT + 1035 CU. FT. = 2,12a GU. FT REQUIRED 4gg , EXT'G� 20 ` ATG G�ro� I I i� WITH EET ASCASTI _ , / ) b': I 8' DIA.xB DP \ 2" SHREDDED AREA 2 (ADDITIONAL) _ �\ BARK MULCH SITE s: �� \♦ / <� DRP INAGE `� �'\ GRACE EED SAUCER '' `� ROOF: (NEW BLDG) 3,116.00 S.F. x .I1 x 1005 = 543.32 G.F. �o?� MONITORING S-0" ❑ ❑ ❑ � = = E❑ ❑ ❑ ❑ ( - '�lr WELL CUT & REMOVE BURLAP ADDITIONAL PAVING: 2,42267 S.F. x .17 x 100% -• 411.85 G.F. FROM TOP 1 E OF BALD I I MIN. ❑ ❑ ❑ ED 0 0 = ❑ ❑ ❑ _ i I - ` TOPSOIL At FERTILIZER • -- _ BACKFILL _ ❑ ❑ ❑ c, .� ❑ 111:1 - (EXT'G 2,128.00 G.F. REQUIRED) WATER UNDISTURBED SOIL - 1(� SERVICE -� _ ❑ ❑ C-' � ❑ ❑ _ ADDITIONAL �i55.17 G.F. REQ'D 202 e e r - 3'-0" - / I I � - ( TOTAL 3,083.1'7 G.F. REQ'D � �2\, r_xT'G S RUJ I T = MIN. = USE EXTG (4) LEACHING POOLS @ 10' DIA. x 7' REEF = 2;350.0 C.F. PROV'D KEY M A P ,� o b DIA. DRAINAGE _ � _ - � ^ POOLS TO SE _I ( _ e � _ ADD (2) NEW LEAGHING POOLS ® 10' DIA. x 7' DEEP 157.1 G.F. PROV'D SCALE: N.T.S. Q REMOVED S PRECA T CONCRETE - ' 20 �I� '"4 ( w DRAINA E RINGS \, � _ (4000 .S.I.) _ 3,30"1.�i G.F. PROV D . I TOTAL: SITE BATA S S o � ��,� / � BACKFILL WITH AREA OF SITE: 1.002 AGRE(5) OR 43,642 S.F. To 9 4 C .� CLEAN COMPACTED DENSITY 1 20 s!; Rr �o� Rs O Q I SAND AND GRAVEL EXTG BUILDING AREA: 5,808.0 S.F. O �FfF/ /c \ ��� \F�l, 20.o C�ii ,� l� I f I ONLY GROUND WATER MANAGEMENT ZONE = HYDROGEOI.OGICAL ZONE IV PrZOPOSED BUILDING AREA: 3,1ab.0 S.F. / 1Y �Nl TOTAL 0{,004.0 S.F. DATUM OF ELEVATIONS: NAVD 1188 E (MAX) 30.0 OR L.,o0i2 S.F. EXTG �• \ u�pl �q <•? F@� NEW OPEN BOTTOM 5G OF LOT GOVERAf-: /. 10' DIA x 5' pf, "�� !o, <d �� �/ -I I I- R� U .o, to DIA. x 6' nP -- AREA OF SITE = 43,642.0 S.F. OR 1.002 ACRE(5) OF LOT COVERAGE (PROPOSED) 20.6396 LEAGHING POOL 4s �� \ ys O DRAINAGE �` II _ 1.002 ACRES x 600 G.P.D. PER ACRE = 601.2 G.t'.D. ALLOWABLE OF LANDSCAPE COVERAGE (MIN.) 25.05 OR 10 cf 10.5 S.F. EXTG �� \• AP ,� 9R fi >• los �• FOOL ( _ 1111 Iill '- ` 0 S DIAx4DP �/ 2 s \tiTIlk � � � I I � � �-� � � II I z NEW ',qQ� ��_ F N % OF LAND50APE COVERAGE (PROPOSED) 25.05 OR IO,clIO.5 S.F. SEPTIC TANK GLEAN OUT A�, �\ ,gyp , +r� ExT'G t(J� 0 9'-4" SANITARY rLOW (ONLY) EXTG ZONING OF SITE: LI - LIGHT INDUSTRIAL LOCATION \" l 0 to DIA.x9' DP ' •. J h `4� DRAINAGE ( 10'-0" EXT'G \ fpr 2• los. /0 `-' ' ,� o 0 / EXTG WAREHOUSE 5,520 S.F. 220.80 GPD PROPOSED USE. WAREHOU5E Pool I GROUNDWATER EXISTING USE: WAREHOUSE z GLEAN OUT AND fT9� - EXTG OFFICE (NON-MDEIGAL) 288 S.F. 17.28 GPD S.G.T.M. 1000-601-03-3 / 0 SANITARY LINE TO F�, � - - !� c� EXTG PROPOSED WAREHOUSE 310{6 S.F. #: `, 12-f.84 GPD T/i� -- ---------------------- lo' RAINA' E DATUM OF ELEVATIONS: NAVD Ig85 �� BE RELOCATED � � ``--' C� ` _ � �---�----------------� DRAINAGE - / O 22\ \20.4 �'� (� :' �\ jos POOL DRAINAGE FOOL DETAIL TOTAL SANITARY FLOW = 365A2 GPD / PARKING DATA: n �T'9s ,o\ 'EXr'G Gey SANITARY FLOW ISALOULATION 0 EXTG � �` zw GLEAN OUT DRAIN J TO REMAIN l� e1J' `�'` n ��r <�,1, STORES TOTAL AVG. MIN. SPACE SIZE: 1' x 11' REQUIRED - 1' x 11' PROP05ED Al- (SO, FT.) QCCUP• GPrD GPD/SE SANITARY 0 ONLY - MIN, AISLE WIDTH: 22' REQUIRED N/A lob.�� \ \ c� (EXISTING) WAREHOUSE 5,520 5.F. - 04 220.80 MIN, REQUIRED NUMBER OF SPACES: \ HANDICAP � Iq,\ (EXISTING) OFFICE (NON-MEDICAL) 285 S.F. - .06 11.28 TOTAL BUILDING AREA = 1,004 5F PARKING SIGN \ - EXTG WAREHOUSE `� � ExT'G (PROPOSED) WAREHOUSE 3,1016 S.F. .04 127.54 1 PER STALL \.� S �/l? 10' DIA.x"1' DP \ "No PARKING �'1 F��T \ �.� R DRAINAGE TOTAL DAILY FLOW 365.12 GPD I STALL PER 1,000 5.F 5520/1000 5.52 STALLS REO'D SIGN PER Psy�i�9� \e O �}',� `�' TG \ Pool I \ s STRIPPED AREA Fad �,q<' �[' '<` 'F'�` / EXTG OFFICE 20 GR �`� y�(��8�, \ i SEPTIC TANK 1 STALL PER 100 5.F 238/100 = 2.88 STALLS RIE-Q'D �� '`Osfi \ -=' 365.0{2 GPD X 2 DAYS = '131.84 GPD REQ'D \ \ 'I/ }' ��� `Z U5E EXT'G SEPTIC TANK PROPOSED WAREHOUSE \ \ fib/ �� (U 8' DIA. x 4' LIQUID DEPTH . 1 STALL PER 1,000 S.F . 3,116/1,000 = 3.20.5TALL5 REOV �� >` G 1,200 GAL GAP. SEPTIC TANK TOTAL STALLS REQUIRED - = 11.6 5TALL5 (12 STALLS) �� \ L>O 202 \ >; STALLS f ROVIDED - 6 STALLS (INCLUDING 2 H.G. STALLS) \ \ ENOLowRE(�_ l� T ENCLOSURE LEAGHING Pools NDBANKED STALLS `OS �i'� \ V�A. �0.� cETAw - = 6 L,�, �� 365.012 GPD _ 1.5 G/5F _243.015 SF WALL AREA REO'D TOTAL STALLS PROVIDED = 12 STALLS 243.0(5 SF -=31.4 SF/VF -- -7.17 V.F. REO'r;) USE EXISTING (2) LEAGHING POOL(5) @ 10' DIA. X 5' DEnP +� G / 2o.s Q \ _ O ��� \ XT'G // 6 \pj ,'/ /C�. vV r;LEr7 " FTMLN I AL. f'FI "F t.�v'r'`'''tL S d 10' D .xT DP O y O DRAINAGE / `/� i 1J QUAINT 1�Y bo ,POoL >, �a ' O�J s.c.T.M. # IOOO 6q-03-3 LANDSGA�' LEC� 'ND 20.4 / \ '� THUJA NIGRA (PYRAMIDAL ARBOR) 6'--i HIGH Cl ,qf �o 0� 12" 12" Qf PROVIDE WOOD CHIPS AROUND ALL SHRUB5 AND TREES -� _ ��� \ 2 � 5�Y()[QRSFfiP SHALL BE MAINTAINED FOR PI�lE (5) _ : N 1 YEARS. ANY PLANTS WHICH DIE OR BECOME DISEASED RESERVED S O� DURING THAT TIME SHALL BE REPLACED BY APPLICANT. PARKING N C / ��b `�/9� \ DO PARMG 00 STOPPER 01, SUITABLE COVER ANYT ME N END PLUG TO GRADE t- •�� Fj /�� ���� �� GRADE EL. 20.0' sE�ExrUrE 6"DIA. 6"DIA. CONC. Z Q CONC. Z Q PA� DARK BROWN 30*ELBOW POST POST LOAM OL _19.0' / .: T BROWN SIL 0 �} O d �s OL �p 00 c0 � ® l 17.5 .. PALE BROWN 60*WYE / FINE TO ALTERNATE 1#' SITE FLAN EDI ND SP MEDIUM SA I:CLEANOUT(S)LOCATED IN TRAFFIC AREAS SHALL BE PROVIDED WITII HANDICAP PARKING NO PArRCING I I u TRAFFIC BEARING FRAME AND COVER, '' SOALE: 1' = 50`-0" 3.4' 2:IN ALL VIEWS,ALTERNATE"A"15 FOR BENDS,ALTERNATE"B"TS FOR PARKING IDENTIFICATION SIGN WATER IN PALE BROWN FINE TO 'USE WITH BUILDING EXTENSION/CONI`rECTION. - MEDIUM SAND SCALE: N.T.S. 18" CLEAR OF FACE OF CURB SP 3 0' E NO NE 16HB0R1 NG NEL L • /i I TIH I N 150' OF SAN I TARP COMMENTS: WATER ENCWNTERED TEST HOLE N.T.S. 6' BLACK VINYL COVERED CHAIN LINK FENCE ENCLOSURE W/ BLACK VINYL SCREENING SLATS IN FENCE AND GATES PROVIDED BY: McDONALD GEOSCIENCE 000 SOUTHOX 1 NEW YORK 11971 5•G•D•H•5 RrF# 1:10-18-0005 (631) 765-3677 m m CD O O t4-� O 140 O O _ Q� � �� o �+ 4o Qo 4 do d 4� ono Q� d do d � o C) N (v tf N t~(1tV U~ic+V N� U)� N± N� N� �Ot~f10 LLI PIP W. \ EL. 20' - _ EL. 201 12" DIA. EL. IS' a`-,;.::a;`'. PAN EL. 15' I I 1 APPLICANTS NAME: HOME RESCUE SOLUTIONS, LLG MT T I CIO SPARKLING' POINTE, LLG II 15" DIA. 15" DIA.-{ � EL. lo' ':�;� . 10'�15" DIA. - -- >Y ADDRESS: 31750 OR 48, 5OUTHOLD, NY 11171 1� - PHONE #: 651--165-0200 9'-4" EL. 05' _ EL. 05' PROVIDE HOLE 1/4" GREATER THAN DIA. OF GATE BOLT. DEPTH MUST BE GREATER PROPOSED WAREHOUSE BUILDING BY 1" THAN BOLT TRAVEL. SPARKLING POINTE WINERY 12'70 COUNTY ROAD X48 SOVn4OLV,NY DUMPSTER ENCLOSURE SGALEI AS NOTED APPROVED BY: DRANO BY1 J.TURNER �If]TES: FENCE AND GATE DETAILS DATE1 12/21/17 REVISED BY 1 1. CONCRETE FOR POST FOUNDATIONS SHALL HAVE A 4,000 P.S.I., 28 DAY II /� '^ COMPRESSIVE STRENGTH. Robert J. �rUb'�P"' - Af"G�`li��O� 2. POURED CONCRETE PAD FOR DUMPSTER SHALL 6" MIN. THICK AND HAVE A 4,000 FRO�OSF= SANITARY PROFILE REQ. #2 03/23{18 476 Expressway Drive So. Medford, N.Y. 11763 (631) 654-4949 P.S.L, 28 DAY COMPRESSIVE STRENGTH. DRAWING NUMBER: SCALE: I"=lo'-o" REV. #I 03/15/ 8 SITE FLAN 9P-i or I - a JOBS': I -Im BEGINNING AT THE NORTHWEST CORNER OF SUBJECT PROPERTYAND RUNNING CERTIFIED TO:HOME RESCUE SOLUTIONS,LIMITED THENCE INA SOUTHEASTERLY DIRECTION ALONG THE WESTERLY PROPERTY LINE, OLD REPUBLIC NATIONAL TITLE INSURANCE CO. S 55°52'00"E 279.47 FEET. PARAMOUNT LAND,INC. #PL11-008991R THENCE N 34'14'35"E 10.00'TO THE N/W/CORNER OF BUILDING.(POINT OF BEGINNING) THENCE N 34 014'35"E 44.2 FEET TO THE N/E/CORNER OF BUILDING THENCE S 55'51'41"E 137.8 FEET TO THE S/EICORNER OF BUILDING JOB NO.:2011-148 THENCE S 34-14'35"W 44.2'TO THE S/W/CORNER OF BUILDING MAP NO.: THENCE N 55°51'41"E 137.8 FEET TO THE N/E/CORNER OF BUILDING FILED: TO THE POINT OF BEGINNING. REVISION: REV. TITLE CO.CERT 725/11 _..... LOC.FOUNDATION 821/12 ADD BUILDING LOCATION DESCRIPTION 92 /12 FINAL SURVEY FOR HEALTH AND TOWN C. .`S 12128112',,. UPDATE SURVEY 62/18 STAKE OUT PROPOSED BUILDING:819/18 `' x� .' LOC.FOUNDATION 10/5/18 O `! LICENSE NO.:050363 HANDS ON SURVEYING 26 SILVER BROOK DRIVE ■ FLANDERS,NEW YORK 11901 ` TFL-(631)-369-8312-FAX-(631)-369-8313 MARTIN D.HAND LS COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD COPY AND SHALL NOT BE USED FOR ANY PURPOSE LOTAREA:43,642SQ.FT.=1.002 ACRES ELEVATIONS HEREON REFER TO APPROX MSL DATUM oAND ARE THE RESULT OF ACTUAL FIELD MEASUREMENTS CQy 97 O C 1 aQ •� I LL `` �� ^ Yl d CaT►C�YI O /pry DI210, Zq/N c p 9 �I'I,IIII ry y` ld 'm a a `rSs, Ty1/0 00. �2ay` � • tiQ4 �Q� -� s9 o • I,F"��o�``''`� tib`' - ISI 9��� .� • p���Q�l ��4i,�,G I,,l ill ��• \Js;� `tc �y��0��'� .Op�O�p �• `L ` otic so� \�� P��'�� �' �r�i'C��r R o,Q QP \f os� \ If r ��. OCT 1 0 2018 O TD OF - oS 5 V tASF a NI ANa�r sxTnilllra;E ` ` �,`�� �i�g0 �� ..I{IULIURFS RLWY.i!UOR UNrlfi;ORDElARf NUf GUARANTFTt' URVEY OF UNLI SS PNYSM,ALLY LVIDENi Ai lHE `\ TIM(-OF SURVEY rFrEOFacT/oa DIMENsmNsl sIA7o HFAFr1N FROM rHf S*1,11 RF:. lo- 1,11-11(1- P DESCRIBED PROPERTY PKU'[IlrY- f i N A SVri Yf ti 1 All ANDU:E TO lRl PfF�-(fE ARE NOT INTEND£DTO GUIDE IHf ` ERECTION OF FENCE$FtiTNNING GSITUATE WALL(FYXK$PATIOS,PLr 1— 1 JV . AT AREAS,ADD'MONS rO BJILfbNGs J AND ANYOTHER(ANSTR'JCIION DNADiK�AA � SOUTHOLD ro HMSSURVEYISA VNJIA—Q' ( w sE°Tzm Tzw of ME NEwroRrsrarE \��/] EDIA:ArpNFA1NTOMV GOPIESOF rMIS SlIRVFI'MAP IMJT@EaRING OF SOUTHOLD THELAND 9IRVEYORS INRED SEK OR O SUFFOLK COUNTY,NEW YORK EI.IBDSSL-D SEK SMALL ro NOT BE LONSIDE#D DEAVAIIDDTLECOPY . 1000 SEC.69 BLK.03 LOT 3 ONLY T PERSONTS)FOR NfIOMTHESURVEY /S PREPAARED AND ON H(S DEHAfF 10 ME iR[EO�AMANY,GOVFRNMENTK AGETrCY AND LENDiMG FNSTIRT,IDN LISTCO HEREON,AND 20 10 0 20 40 60 80 100 120 140 160 180 ro THE ASSIGNEES OF INELENDINO A— TOAD cERrlFxarnNSARENOTTRANSF&/T SCALE:1"-40' DATE:JULY 5,2011 ToaDDrHawK rNSTITurIONs°R surisEouENT aA.NERs r� CERTIFIED TO:HOIVERESCUE SOLUTIONS LMTITED �i '� ,� �'• LOCATION DESCRIPTION OF REAR 1 STORY FRAME BUILDINGAVAREHOUSEOLD REPUBLIC P�ATiONAL TITLE INSURANCE CO. of * BEGftt'P11NG AT THE NORTHWEST CORR'ER OF SUBJECT PROPERTYAND RUNNPARAMOUNTLANDWC. �PL11-008991R ING THENCE IN A SOUTHEASTERLY DIRECTION ALONG THE ViESTERLY PROPERTY LiNE, S 55°52'00"E 279.47 FEET-, THENCE N 34°14'35"E 10,00`TO THEW CORNER OF BUILDING.(POINT OF BEGINNING), JOB NO.:2011-148 THENCE N 34°14'35"E 44.2 FEET TO THE NTJ CORNER OF BUILDING, MAP NO.: THENCE S 55°51'4 l"E 137.8 FEET TO THE SlEJCORNER OF BUILDING, FILED: 9 THENCE S 34014'35"W 44.2'TO THE SNV/CORNER OF BUILDING, REVISION: •�E OF NEH✓ THENCE N 55°51'41"E 137.8 FEET TO THE N/r/CORNER OF BUILDING, �. T + �`•p' �,{ W. y 0 LOC.fOLom4TroR wtoz TO THE POINT OF BEGINNING. ALm LOC4TXWt»� "• LFNIURxuT EFORT' ,i�A�TFfAAV TAY C.O.S,z�?z STM(E«,T PROPOSM B Wl)w SIM c(� !OC.FIDUNDATM FA[4£SURVEY WO u4 REV SCALEWR SCALARQTY,REI 8(IA.DIM;pOTA7I0Y15 l tyY ) RfV CAS 02 LOLATXW AMM7L.QAE STYLL3 A WEISHTS FDR M4WY w y \ REV WEl EC S&?WELY1IELOCATOOA'TO FROATL'aA DRG lWf A.�l �,Q •� REV AS PER SCWS AFI OF 1!3121120-1RRlXM N, \ �5,� �•05053 OCANDSU o t `Jc JEFFREY W HADERER L.S, NYS LIC NO.:050536 / ` div �•\ •\ r • '� 7jGgS. 1- a� `• v \ 5VC(,E35M TO KUDS ONSURM7NG,MUT ND.HAIM L S: o * \ 188 W-MONTAUK MGM Y,UVIT E3 / L NA.MWAFFAYS,AMYORK11946 A s .c+ RSF - S. (V)631-36 9-8312-(F)631369-8313 j \ cc •� c��oy ABG%� G �4 `� ��Q email.2nrnforkslarrdsurveygahrocom �OrR ° <oFR ��7 qct l`cPsc' �cp°� COPIES OF THIS SURVEYAMP,EITff-E PAPER OR ELECTROP?C,NOT EERRff4G c \ Ab c \\ (/ O THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE ����° CONSICERED TO BEA VALID COPY APIC SHALL NOT BE USED FOR AfIY PURPOSE LOTAP.EA:43,642 SQ,FT =1.022 ACRES 'c NOTE:OFFSETS ARE TO FOUNDATION 41 zo� SAI',IITARYTRIAIVGULATI0?I13!"'ENS10f;S ���2\ COR Cl C2 C3 ST LPI LP2 • ' '` t , A 73' — — 18411 04'-6" 216' �a c s" tidy` B 72' — — 186'-6" 05'-6" 16`-6" •�• 9y� Z`` C — — — 32' 39' 5611 ;byL X �q4\ °� D 00'-6" 56' 611 15' 35' 44' CIAE 8'-6" 38=6" 96' — — — � qs, ,/� SANITARY DIMENSIONS AS RECEIVED FROM INSTALLER .01 VVI#TERUNE LATERAL,&UNDERGROUND UTILITY � sr°��q�/`�`u� o LOCATIONS AS PER OTHERS. �� S r� •� BG/rte � DRAINAGE RING LOCATIONS AS PER OTHERS L4�j� �� �!Q,�°moo \�• Fs °x .�� O° \ PF • °�/�, '°\• P P ®o } JUL - 8 2020 ry iG % _j, �rRljiCES \• ��J Irt` MAR 1 7 2020 Ia,_: H;: . 4:'� � \\• �F TnL- 4_t 6 l:r. .e(,t'..A '.-.:r.., .... .. . • .. .�.I.'d�n 3s s to vl t:r'i ..I l:� "n�» J• \ � �7 f � Craig `` 1, o f{u(3 C)fi l�u�'.`.._ llai�r [u:ant7igerncnt `V � �P 1 (((�♦ FASENiNT ANp'(M SUNCUHFALE URL VE Y O �� srHu.ruxls Fn,.(IxAu ux UNHi!(YfIJF/l AHF PH H l.ANAMFFII DESCRIBED PROPERTY UNFtiSFM T11 --(1tN T,, IIMU SUnvl r �Fi>~T�sT�TNiX�1 ,�AA�N != FRT(m FR(Mf iilF.'.TRtM,iIIR("..TO THE PIXMFRTV LINESAPE F(M ASPECK� SITUATE ■`(�/,�`�/,{ HIRPI�:E ANn U:F ANO ixFRF%JRE b�NOT INTLNDLf.`TOGII'DETlK ��/`{�j(j ENFLTKm�FEN(E$REiAAYIrK SV TNOL ✓(A3, .XA TKAK*( AREA$AODRIONS ip 911(LVNLS ANO ANYOFHER LONSTR TK UNAUTI�ALTFRA1gN p4 ALmF/qN TU IH55'UxvEYb AVIUL ircm(Y SEUTION TX9OF RIEMEW YONR SATE TOV<>ltV OF SOUTHOLD FYrnTrcmr w TIE4 �l dlRl.WY NCiTffARI SUFFOLK COUNTY NEW YORK THFLANOSURVEYOR NUT WA X 1 TG�AVAtIG IlilF LOGY T(fE WNSIDEREO &C.T M.DIST, 100 SEC.69 BLK.03 LOT 3 LEHDFH;AMm.".Iro(AC;ATEP HENJN SHAT L HI/N (XVI t IFI H.l v:{s,:m(.:iHm VAX NA IHF tUHVFY IS PREPARED AND(YJ Hb BEHALf TOTHF TRLE f.YA;A'ANY('OVE('mMF NTA(AGFNLYpID 15 8 Q 15 30 45 60 75 90 105 120 135 LFNTHF.SCN ITHFfTNDI-INANR TO TNFASSK;NFFS OF THF LFNOIM;INSTL MKm LCRTIfILATAAY::ARE NOTTRAN.({itAELE SCALE 1"-30' DATE JUL;Y5,2011 Nrz,wu msn T�uoR arze¢w Ni K'A 0 d N fi m e a F T I N D E X BUILDING DATA HOLD DOWN DETAIL 1/2" SPACING ENDWALL S H E E AS PER WFGM SEC. 3.4 EXTERIOR SHEAR WALL TYPE 11 EGRESS DIAGRAM ALLOWS HOLDDOWN 2-16d COMMON 1 COVER PAGE - NOTES/ BUILDING DATA/ EGRESS CALCULATION / PLUMBING RISER CONSTRUCTION CLASSIFICATION: TYPE IIB (MAX. AREA=15,500 s.f, INSTALLATION NAILS a 6" O.G. MAX. HEIGHT (2) STORY) USE "SIMPSON" CORNER STUD ©= EXIT SIGN -- = DIRECTION OF TRAVEL 2 FOUNDATION PLAN HDU4-SDS2.5 HOLD DOWN CONNECTED TO OCCUPANCY CLASSIFICATION: INDUSTRIAL GROUP S1 w/ 5STBI6 ANCHOR BOLT y\o �c TRANSFER SHEAR 3 FLOOR PLAN ( ) 00 FLOOR SHEATHING L-2 4 SECTIONS "A" "B" AREA OF BUILDING 3,196 SQ.FT. loklo 5 ELEVATIONS BUILDING HEIGHT ONE (1) STORY HOLDOWN ANCHOR FLOOR FRAMING q I.E , TOILL AUTOMATIC FIRE SPRINKLERS PROVIDED: NONE COUPLER NUT SILL PLATE BUILDING USE STORAGE, WAREHOUSE ANCHOR ROD CONCRETE `..� o b9 o FOUNDATION a O, WAREHOUSE ° STUD TO SILL PLATE SLAB DETAIL ° sr b DESIGN LOADS @ �q qti S,Igb S.F. x cFo� F.F. EL. s FIRST FLOOR LIVE LOAD: = 250 LBS./SF 3 so C0 `� ED Co Co ED J <� USE "SIMP5ON" `EO GENERAL NOTES BASIC WIND SPEED: = 130 M.P.H. �� Use every other Hall hole In a row to � � � N „ 0518 1 1/4 x18 GAGE provide the code-requlred minimum _ EXPOSURE CATAGORY: = B GAL\/. COIL STRAP Z center-to-centers spacing for nails 1.GENERAL CONTRACTOR TO FIELD CHECK ALL EXISTING OCCUPANCY IMPORTANCE FACTOR: = "II" w/ (4)-I0d p g CONDITIONS BEFORE COMMENCING WORK. NAILS ® EACH END SUB FLOOR 2. GENERAL CONTRACTOR SHALL COORDINATE ALL ARCHITECTURAL, INTERNAL PRESSURE COEFFICIENT: _ +/- 0.18 OF STRAP I6" O.C. o��� STRUCTURAL, PLUMBING & MECHANICAL WORK. (ENCLOSED BUILDING) USE "SIMPSON" L-2 �. 2 L-2 L-2 3. ALL WORK SHALL 'COMPLY WITH THE 2015 INTERNATIONAL BUILDING 5"x5" LBP5 5/8" P'd�I "' °"Ne1I CODE AND AND THE N.Y.S. BUILDING AND STANDARDS AND CODES, DESIGN WIND PRESSURES BEARING PLATES 2017 UNIFORM CODE SUPPLEMENT. LOCAL CODES & ORDINANCES x EIAGH P DIA. FIRST FLOOR HAVING JURISDICTION. HORIZONTAL PRESSURES ZONES CONCRETE MINIMUM ANCHOR BOLIT5 4. GENERAL CONTRACTOR TO BE RESPONSIBLE FOR ANY DAMAGE SUSTAINED A - END ZONE OF WALL 19.2 FC= 3,500 P51 ---� SPACED 3'-O" O.C. TO EXISTING BUILDING, PLANTINGS, ETC. DURING CONSTRUCTION. STRENGTH AT 28 CONCRETE & MASONRY:- B - END ZONE OF ROOF -10.0 DAYS SECTION 804 INTERIOR FLOOR FINISH C - INTERIOR ZONE OF WALL 12.7 804.1 General. Interior floor finish and floor covering materials rhall comply 1.CONCRETE SHALL BE: MIXED AND PLACED IN ACCORDANCE WITH THE LATEST A.C.I. SPECS. Fc=3000 P.S.I. MIN. AT 28 DAY TEST. (A.C.I. D - INTERIOR ZONE OF WALL -5.9 with Section 804.2 through 804.4.1. 48"MIN. TRUSS TO WALL DETAIL & PLATE TO STUD Exception: Floor finishes and coverings of a traditional type, such as wood, vinyl, 318-63) VERTICAL PRESSURES ZONES linoleum or terrazzo, and resilient floor covering materials that-are not 2• ALL EXTERIOR WALLS, FOOTINGS, COLUMN FOOTINGS SHALL BEAR ON UNDISTURBED VIRGIN SOIL HAVING A MIN. BEARING ON 3,000 E - END ZONE OF WINDWARD ROOF -23.1 comprised of fibers. I LBS. PER SQ. FT. 804.2 Classification. Interior floor finish and floor covering materials F - END ZONE OF LEEWARD ROOF -13.1 TRUSS TO. WALL USE • TOP PLATE TO STUD required by Section 804.4.1 to be of Glass I or II materials shall be classified G - INTERIOR ZONE OF WINDARD ROOF -16.0 3. NO CONCRETE SHALL BE PLACED ON FROZEN GROUND, CONCRETE "SIMPSON'" MT5 TIE '' USE 'SIMPSON" SSP In accordance with NFPA 253. The classification referred to herein PLACED IN WINTER TO BE PROTECTED IN ACCORDANCE WITH STANDARD w/(14)_10d x 1 1/2" TIE w/ (4)-10d x 11/2" corresponds to the classifications determined by NFPA 255 as follows: Glass �, CONSTRUCTION PRACTICES. Lo H - INTERIOR ZONE OF LEEWARD ROOF -10.1 NAILS a EA. TRU55 NAILS @ STUD 4 1, 0.45 watts/cm2 or greater; Glass I1, 0.22 watts/cm2 or greater. `� 9 4. MASONRY UNITS SHALL BE HOLLOW LOAD BEARING TYPE C-90. (5)-IOCI x 1 1/2" OVERHANGS a PLATE 804.3 Testing and identification. Interior floor finish and floor covering PLAN VIEW 5. ALL MASONRY WALLS SHALL BE REINFORCED WITH "DURO-O-WALL" materials shall be tested by on approved agency In accordance with NFPA REINFORCING EVERY OTHER COURSE, CONTINUOUS TYPE, UNLESS EOH -32.3 LOAD PATH • 255 and Identified by a hang tag or other suitable method so as to identify OTHERWISE NOTED. the manufacturer or supplier and style, and shall Indicate the Interior floor GOH -25.3 finish or floor covering classification according to Section 804.2. 6. REINFORCING STEEL TO BE NEW BILLET STEEL INTERMEDIATE Carpet-type floor coverings shall be tested as proposed for use, Including CV-s" -V-2" GRADE CONFORMING TO A.S,T.M. A 305-DEFORMED BARS. ROOF underloyment. Test reports confirming the Information provided In the s4"MIN. I - 7. ALL REINFORCING TO BE HELD IN DESIGN LOCATION BY MEANS OF LIVE LOAD (SNOW): = 30 LBS./SF HEADER ANCHORAGE DETAIL- manufacturer's product Identification shall be furnished to the code sa"-41" APPROVED DEVICES.. DEAD LOAD: = 10 LBS./SF enforcement official upon request. TOILET do SINK MAY BE bo"MIN. 42" 12" NOTE; IN SOME CASES 804.4 Interior floor finish requirements. In all occupancies, inters-r floor finish MINgb"M MAX. LOCATION MAYREVERSED DDOOR CHANGE. 8. NO BACKFILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL MISCELLANEOUS: = 10 LBS./SFX. and floor covering materials in exit enclosures, exit passageways, corridors � " SUPPORTING FLOORS. OR TEMPORARY BRACING HAS BEEN TOTAL DESIGN LOAD: = 50 LBS./SF and rooms or spaces not separated from corridors by full-height partitions 12"L 24" IMIN. CONSTRUCTED. ¢ GRAB BAR CRAB CRAB . - extending from the floor to the underside of the ceiling shall wi��stand a BARS BARO MIN. MIN. 9. WALLS TO BE PROPERLY BRACED UNTIL SUPPORTING FLOORS OR ROOF WALL minimum critical radiant flux as specified In Section 804.4.1. ralrr TRUSSES HAVE BEEN CONSTRUCTED. WIND LOAD: = 30 LBS./SF LSTA2I ° 804.4.1 Minimum critical radiant flux. Intortor floor finish and floor covering m in "�� in o< 10. CONCRETE FLOORS SHALL HAVE HARDENER AND SEALER, FINISH TO BE SEISMIC LOADS: LsrA21 °° o o materials in exit enclosures, exit passageways and corridors shall not be m Ln L B, n °'U_ ° less than Glass I In Groups I-2 and I-3 and not less than Glaser. . In Groups FIN. FL. o0 STEEL TROWELED. SECTION �515 EARTHQUAKE LOADS: A, B, E, H, I-4, M, R-I, R-2 and 5. In all areas, floor covering rri�serials shall 11-ANCHOR BOLTS SHALL BE HELD IN PLACE BY MEANS OF TEMPLATES. - SITE CLASSIFICATION = D ° comply with the DOG FF-1 "pill test" (GPSG ib GFR, Part 1630). 48" MIN. 12. PROVIDE MASONRY ANCHORS AT THE END OF ALL BRIDGING LINES. EARTHQUAKE .SPECTRAL RESPONSE ACCELERATION Exception: SIDE VIEW FRONT VIEW-' .., - STRUCTURAL: Sms = Fa So = 1.4 (.25) 0.35 , Where a building Is equipped throughout with on automata sprinkler system Sm1 = Fv S1 = 2 (.08) = 0.16 in accordance with Section 803.5.1.1 or 4105.5.1.2, Glass 11 materials are SIN&LE STRAP APPLICATION permitted in any area where Glass I materials are required, c,nd materials TYPICAL HANDICAP TOILET SPECIFICATIONS (t�IJLTIPLES MAY BE USED) complyingwith the DOG FF- 1 ,pill test" (CPSG I6 GFR, Fort 1650) are SCALE: 1/4" = V-0" NOTE: ALL TOILETi ROOMS SPECIFIED AS HANDICAP SHALL MEET 1.ALL STEEL HAS BEEN DESIGNED AND SHALL BE FABRICATED DETAILED DESIGN SPECTRAL RESPONSE ACCELERATION p AND ERECTED IN ACCORDANCE WITH THE LATEST A.I.S.C. SDs 2/3 Sms = 0.35 (2/3) = 0.23 permitted In any area where Glass lI materials'are required. THE REOUIIREMENTS OF A.N.S.I. A117.1-2009 FOR PHYSICALLY SPECIFICATIONS. HANDICAPPED. , 2. ALL STEEL TO BE A=36 AND SHALL RECEIVE ONE SHOP COAT OF SD1 = 2/3 Sm1 = 0.16 (2/3) = 0.11 RUST INHIBITIVE PAINT. - TABLE 1616.3(1) & (2) MEANS OF EGRIESS CALCULATONS 3. CONNECTIONS SHALL. DEVELOP FULL STRENGTH OF MEMBERS. SEISMIC DESIGN CATEGORY = B (BASE ON PIERSON CAPACITY) USE SECTION 1617.4 4. MASONRY ANCHORS SHALL BE PROVIDED AT ALL WALLS, COLUMNS, lob NOTE: SPANDRELS, AND AT ENDS OF ALL BRIDGING LINES. Cs = SSD = 0.23 = 0.033 THESE REQUIREMENTS ARE !BASED ON THE 2015 5. ALL OPEN WEB STEEL JOISTS SHALL MEET OR EXCEED THE R/IE 7/1.0 4" VTR. INTERNATIONAL BUILDING CODE, SECTIONS 1005 - 1025. STANDARDS SET BY THE STEEL JOIST INSTITUTE. Endwall 1 BASE SHEAR 1617.4.1 • • Corner stud I STORAGE GROUP OCCUPANCY 6. ALL STEEL RESTING ON MASONRY WALLS TO HAVE BEARING PLATES. V = CsW = 0.033 (220 KIP)= 7.26 KIPS Hohidown transfer s ea I 7• ALL LINTELS TO BEAR A MINIMUM OF 6" EACH END. • transfer shear �--___ 3,I16 S.F. /500 S.F. PER PERSON ' • • 246d Common I T _ = 6.3q PERSON CAPACITY 8. ALL SHOP CONNECTIONS TO BE WELDED. FIELD CONNECTIONS TO CONNECTION AT SLAB I I Halls at 6"O.C. I I TOTAL OCCUPANCY BE WELDED OR BOLTED WITH 3/4" BOLTS. -USE #4 RODS 10 O.C. PERIMETER WALLS I MISCELLANEOUS: CONNECTION AT ROOF STEEL • I ! 1/ 2" `I BUILDING 1.0 PERSON CAPACITY -USEE ADJUSTABLE MASONRY ANCHOR 48 0.C. I 1MOP (SINK DRINKING REQUIRED EXITS =2 1.THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE WELDED TO STEEL ROOF BEAM. W. I LAV. i FOUNTAIN AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT. WHETHER THE j�;, -EXIT WIDTH REQUIRED= PROJECT FOR WHICH THEY ARE MADE IS EXECUTED OR NOT. THEY MAY FAS I (N I N G SCHEDULE: TABLE 2304.10.1 i OC PER50N CAPACITY x .2 (INCHES PER NOT BE USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN t 1/2" 3" 1at FLOOR OCCUPANCY) = 1.4"' -EXIT PROVIDED = 2 AUTHORIZATION ON THE ARCHITECT. DESCRIPTION OF BUILDING ELEMENTS NUMBER AND .TYPE OF FASTENER SPACING AND LOCATION 4" FAI -TOTAL WIDTH OF EGRESS SUPPLIED: 'I2" 2. THE ARCHITECT ACCEPTS NO RESPONSIBILITY FOR WORK NOT ROOF L I --- I CONSTRUCTED ACCORDING TO THESE PLANS OR NOT UNDER HIS PERSONAL SUPERVISION. 5 - Sd COMMON (2-1/2" x 0.151") or 4" U 0 APPROVED 3. ALL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, OPENINGS CEILING JOISTS TO TOP PLATE 3 - lod box (5" x 0.128"); or 6" H. TRAP SANITARY SYSTEM NOTE : 3 - 5" x 0.131" NAILS or EACH JOIST, TOENAIL , BETWEEN WALLS AND ROOFS/CEILINGS AND BETWEEN WALL PANELS, 5 - 5" 14 gage staples, 7/Ib" crown 1 . DESIGN SHALL GOMf=LY lel I TH 2015 INTERNATIONAL OPENINGS AT PENETRATIONS OF UTILITY SERVICES THRU WALLS, FLOORS, AND ROOFS, AND ALL OTHER SUCH OPENINGS IN THE BUILDING ENVELOPE - PLUMBING RISER (SANITARY WASTE) 5U I LD I N/5 GODE AND THE N.)O .S. BUILDING AND SHALL BE GASKETEO, CAULKED, WEATHERSTRIPPED OR OTHERWISE 5 - I6d box (5-1/2" x 0.155"); or CEILING JOISTS NOT ATTACHED TO PARALLEL 4 - IOd BOX (5" X 0.128"); OR STANDARDS AND G01�E5 201 -1UNIFORM GODS SEALED. RAFTERS, LAPS OVER PARTITIONS (NO THRUST) R x 0.151�� FACE NAIL i 4. HEATING DESIGN IS BASED ON 6000 DEGREE DAYS 10' F (SEE SECTION 2508.7.5.1 TABLE 2508.-1.5.1) 4 - 3 NAILS or OUTSIDE DESIGN TEMP. 70' F INSIDE DESIGN TEMP. S - 3" 14 gage staples, /I6" crown SUPPLEMENT. ENERGY CODE NOTE: = CEILING JOISTS ATTACHED TO PARALLEL 2 . ACCESSIBILITY SHALL 5F IN GOMFL I ANGF lel I RAFTER (HEEL JOINT) PER TABLE 2508.'7.3.1 FACE NAIL Table 3.17E Segmented and Perforated Shearwall Holddown Capacity , 1.TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, (SEE SECTION 2308.7.5.1, TABLE 2508.-1.5.1) Requlrernents I GG/ANSI A I I �7. I -200 ( �'�'� � I THESE PLANS ARE IN COMPLIANCE WITH THE 2015 INTERNATIONAL ENERGY CONSERVATION COD[7, CHAPTER-4, SECTION C402. 3 - to COMMON (5" x 0.148") or SEP 17 5 - l6d box (5-1/2" x 0.155"); or Requited Holdown Connection Capacity Obs.)I .. PIF-Y• #O1 Dam 10_18 20 RAFTER OR ROOF TRU55 TO TOP PLATE 4 - 10d BOX (5" X 0.128"); OR TOENAIL Wall Height Ill wind Seismic ELECTRICAL (SEE .SECTION 2508.1.5, TABLE 2508.1.5) 4 - 5" x 0.151" NAILS or 8 3488 1920 S,m 5.F. YVAREHOUSE BUILDING FORS,,+; { t:, T• 1.ELECTRICAL COMPONENTS, EQUIPMENT AND SYSTEMS SHALL BE DESIGNED 3 - 3" 14 gage staples, 7/16" crown 9 3924 2160 THE PROVISIONS OF NFPA 70. - iii 4360 2400 �;= ' ti �� AND CONSTRUCTED IN ACCORDANCE WITH 3 Ibd COMMON (3-I/2" x 0.162") or 1i 5232 :880 � ,�� . �,� SPARKLIING pOiNT� WIN�fi�Y LD,NY �.� APC%& COUNTY ROAD 441 4 - 10d BOX (3" X 0.128"); OR 14 6104 3360 <v� ��i d C�ya. C'j> SCALE: NOTED DRAWN BY: JT 2. EXIT LIGHTS SIGNS AND EMERGENCY LIGHTS SHALL COMPLY WITH 2015 JOIST To BAND JOIST OR RIM JOIST END NAIL i6 6976 3840 "tl APPROVED BY: 4 - 3 x 0.151 NAILS or 1$ 7848 4320 �� ;�� �a DATE: OI-15-18 REVISED BY INTERNATIONAL BUILDING CODE SECTION 1003.2.10.1 THROUGH 4 - 5" 14 gage staples, 7/16" all 20 8720 4800 fyx 1003.2.10.5., 1003.2.11.1-1003.2.11.3 & 2701 i Requiredholddown capacities assume walls are sheathed in accordance with Sectiona,, ,.•. iso er J. Gruber - Architect 5 - Ibd COMMON (5-1/2" x 0.162") Or 3.4.4.2. For other wall sheaihingtypes thetabulatedholddowncapacity shall be' 476 Expressway Drive So. Medford, N.Y. 11763 631-654-4949 4 - IOd BOX (3" X 0.128"); OR multiplied by the appropriate sheathing type adjustment factor in Table 3.17D. LEDGER STRIP SUPPORTING JOISTS EACH JOIST OR RAFTER s i��71 EMAIL: rJgruberra®aol.com 4 - 5" X 0.131" NAILS or Holddown capacities are tabulated per story. Required holddown capacities shall �"�T y�� OR RAFTERS „ FACE NAIL summed from the story above to the story below. , pF `- DRAWING NUMBER: 4 - 5„ 14 gage staples, ?/16 crown COVER SHEET 101= s JOB#. 17-125 A 2 -I�1_O11 lI_Q,ll , 1 II loll I- 12 -4 I • _ I I I O 10" P. GONG. FOUNDATION ON 20"xIO" DEEP MIN, P. GONG. l FOOTING LOCATED 3'-0" MIN, BELOW GRADE. it ii I I �• � I IiiiiI = I iiii O I •. I inil -� I � IiiiiI itIII = O 6" P. GONG. SLAB W/ 6" x 6" 6/6 WWF m I m STEEL TROWEL FINISH, HARDENER 4 SEALER - I I I �' I I II••.�I I •�•� I l i iA�i 1 m I it \1 I I - I I I I I I 10" P. GONG. FOUNDATION ON 10" P. GONG. FOUNDATION ON I _ I 20"x10" DEEP MIN, P. GONG. 20"xIO" DEEP MIN, P. GONG. I _, FOOTING LOCATED FOOTING LOCATED I I Cs �•.. l = 3'-0" MIN, BELOW GRADE. 3'-0" MIN, BELOW GRADE. r • • .. .• • • .. • ri. .r. 7. .r < < !• r, r 'i r A FOUNDA71 ON FLAN 2 SCALE: <• 3196 S.F. WAREHOUSE BUILDIN6 FOR SPARKLING POINTE WINERY SD At,�.k 1210 C4UNTr ROAD 4e samaots,NY (�t�G (1� �• ��y� ��5:' SCALE: NOTED APPROVED BY: DRAWN BY: JT �a `1 DATE: REVISED BY t " r. Robert J. Gruber - Architect 476 Expressway Drive So. Medford, N.Y. 11763 631-654-4949 tastil EMAIL: rjgrvberro@ool.com my ,.. DRAWING NUMBER: FOUNDATION FLAN 2 OF 5 JOB#: I�-125 A 2 c14 _00 00 0 3 ENTRANCE MUST BE COMPLIANT I L 2 L-1 EXIT 0 101X I O' F.E. OVERHEAD DR. 1 �_I 1 �� - 54 —O 00, ot- 0 _11 HG (V T—\ TOILET /l � — 3 ® _1 Q �- RMOPMop ACK QI \ = I O Q 0 �� (� ° O ' X W BERME siliv (�• ! _ 1 � NAREHOUSElu � F� F 0 F .F . EL_ . 21 .00 ar uu I, I O /<` !— } —I - -1 PARTITION SCHEDULE EXISTING WALLS TO REMAIN m 1 SD CO ° CO SD - m ca _ -- -- -- -- K F E.0 EXIT LUMINATED EXIT SIGN W/ < SI Q EMERGENCY LIGHTING AND BATTERY BACK UP Lu X ClQ Lq EMERGENCY LIGHTING W/BATTERY BACK UP V _ W J I 3� z 1 ENTRANCE NGE MUST Lu Z r z BE ICG/ANSI X W COMPLIANT Cn W O TJ,p�sj, -1 _ �sp�S1 ANNE OF sI L- 2 L-2 L-- 2 L-2 1RAVE�" 56 AXW51 AXN51 AXN51 AXN51 a I_cl II 1 1_6 II 62 I_cl II a41_�II 2 FLOOR FLAN A SCALE: 1/4"= l '-011 LINTEL SCHEDULE L- 1 = (3) 1 - 3/4"X9- 1 /2" LVL L- 2 = (3) 2"X8" NOTE: ALL INTERIOR 1=1 N 15H I NG SHALL COMPLY WITH CHAPTER 5 INTERIOR WALL AND CEILING PUNISH REG2UIREMENT5 PER TABLE 503.5 (SEE SHEET 1) NOTE: ALL FLOOR FINI5HING CLA551F ICATIONB PER SECTION 804. REV. #OI 0C1-10-18 S,Igb S.F. WAREHOUSE BUILDING FOR Ali— w 5PARKL I NG POINTE N I NER`I' 9=140LD,NY J. fy® � SCALE: NOS APPROVED BY: DRAWN BY: fr DATE: 0I-15-16 REVISED BY Robert J. Gruber - Architect 476 Expressway Drive So. Medford, N.Y. 11763 631-654-4949 '(0 0+ EMAIL: rjgrvberra®aol.com OF N�v4 DRAWING NUMBER:3 O5 t. FLOOR PLAN I1-125 ASPHALT ROOT= 5HINGLE5 ENGINEERED WOOD TRUSSES 24" O.G. { S INSUL. INSUL. INTERIOR LINER PANEL ON 2X4 HORIZONTAL NAILERS TYPICAL EXT. WALL "HARDI—PLANK" CLAPBOARD SIDING ry; 15# FELT PAPER rs. 5/8" PLYWOOD 5HEATHING 2X6 STUDS ®12" O.G. SPRAY FOAM I , INSUL. (R-28) PRE MOLDED `� r EXPANSION J I T `+ TYPICAL . .. ... . .. •. ."• 1 .. ... -� �...'� 1 ' - -- ■.' 1—.-i�._Y tJ-ri �7.*,-rte+-■��■ r -r.'.—•n.yr •' f+ 711 r � . � � � � GRADE 6" P. GONG. SLAB W/ 6 MIL POLY GRADE (2) #5 BARS 6" x 6" 10/10 WWF VAPOR BARRIER CONTINUOUS 2" RIGID INSUL. (R-5) 11" 2'—O" BOTH WAYS 10�I P. G. FOUNDATION V\v ON 20"x10" P. G. FOO'�ING � �S \�5 SECTION "5 - 5" SCALE: 1/4"=V-0" Co PREFAB RIDGE \/ENT PHOTOVOLTAIC SOLAR PANELS 245# ASPHALT SHINGLES ON MOUNTING FRAME W/ STANDOFFS 30# FELT PAPER 12 5/4" PLYWD. SHEATHING ON 4 D ENGINEERED WOOD TRUSSES R-38 R-38 ' INSUL. ___.__ INSUL. :u INTERIOR LINER PANEL ON 2X4 HORIZONTAL NAILER5 TYPICAL EXT. WALL "HARD I-PLANK" CLAPBOARD SIDING - 15# FELT PAPER �9 'A 5/8" PLYWOOD SHEATHING - 2X6 5TUD5 ®12" O.G. �9 SPRAY FOAM -- INSUL. (R-28) 0 0 4- ` \ SPRAY FOAM INSUL. (R-28) PRE MOLDED EXPANSION JOINT TYPICAL GRADE .., • ..■��t�.c t-;.-.�Y�•i..,�..ai.�i•: •irw•-:i.�.s'i�t.-wti1�=a�■��1�• -+•-i._�,t-7��.■-f=+-�■_�{��■ 't.:,l■�y,,..-.,.'' �...i::.i.f.+t�..:i.+.=.'Si i.._. .I 6" P. GONG. SLAB W/ 6 MIL POLY GRADE (2) #5 BARS 6" x 6" 10/10 WWF VAPOR BARRIER CONTINUOUS 2" RIGID INSUL. (R-5) 10" P. G. FOUNDATION ON 20"x10" P. G. FOOTING SEC-710N — "All SCALE: 1/4"=1'-O" REI/. #01 001-10-18 8,196 S.F. WAREHOUSE BUILDING FOR �tf D ARCl _ 5PARKL I NCS POINTE WINERY I=C VMY ROAD 48 Soun*",W SCALE: NOTED APPROVED BY: DRAM BY: JT DATE: D)-I�J-I8 REVISED BY t Robert J. Gruber - Architect a 1 476 Expressway Drive So. Medford, N.Y. 11763 631-654-4949 EMAIL: rjgruberra®aol.com OF Pi�� E0T1 ON DRANANG NUMBER: ROOF PLAN / 540P5 11-125 ASPHALT ROOF SHINGLES PREFAB RIDGE VENT — — — — 12 - _1::2 4 LED LIGHTING — — — — --- - LED LIGHTING WALL Mo,"TED WALL MOUNTED 14' ABOVE GRAVE 14' ABOVE GRADE W w 6" "HARDI-TRIM" KA AMINS PIINHONS CORNER BOARD l- 6" "HARDI-TRIM" �y CORNER BOARD ry - -O ' 1 CLAPBOARD SIDING -� "HARDI-PLANK" ® ® CLAPBOARD SIDING � D GRADE \` GRADE z m [ - ----------- ______---------------- - GRADE ---------- --- ____ --- --- GRADE - --------------------------------- - -- --------------------------------------- ----------- — --- -------------------------------------------------------------------------------------------------•-------------- ----- - - - - - ------------------------ _- �—=-- __ _ ------------------------- --- - _� — - — ---------------- _ 10" tceKST W x IO'H 10" P. GONG. FOUNDATION 10" P. GONG. FOUNDATIC14 BE 1CCIAN51 OVERHEAD DOOR 10" P. GONG. FOUNDATION ON 2.0"1 P. GONG. FOOTING ON 20"x10" P. GONG. FOOTING 1',HT COLOR ( DARK BEIGE ) ON 20"x10" P. GONG. FOOTING SOUTH ELEVATION EAST ELEVATION SCALE: 3/16"=1 '-0" SCALE: 3/16"=1'-0" • PREFAB ASPHALT ROOF SHINGLES RIDGE VENT 12 — — — -- — — — — — — — — — --_= — — — — — 4 v0000 LED LIGHTING —�— — — — — — — — _ — — — — - — - --— — — - — — LED LIGHTING KN-L MCUNTEb NIM Kq.L MOLNTED 14' ABOVE GRADE GRADE14' ABOVE GRADE w b" "HARDI-TRIM" 6" "HARDI-TRIM" w _ Sparkling Pointe CORNER BD OARCORNER BOARD "HARDI-PLANK" "HARDI-PLANK" �- — cv - _ O 1 CLAPBOARD SIDING CLAPBOARD SIDING IN, -1 GRADE O ;z GRADE GRADE GRADE --------------------------------------------------------------------------------------------------------------------------------------------------------------------------—------------------------------------- m E----- ------------------------ ---------------- -- --_________-- ---------------------------------------------------------------------------------------------- --------------------------------------------------- - ---------------------------------- -----------------------------------_-_ _A_ NOTEo 10" P. GONG. FOUNDA'"IION BE 1CWANRAWM51 10" P. GONG. FOUNDATION �`'T ON 20"x10" P. GONG. OOTING 10" P. GONG. FOUNDATION C�o !IAAW ON 20"x10" P. GONG. FOOTING ON 20'1 P. GONG. FOOTING WEST ELEVATION NORTH ELEVATION SCALE: 1 /8"=V-0" SCALE: 3/16"=1'-0" REV. #01 041-10—I8 Sjclb S.F. WAREHOUSE BUILDING FOR 5PARKL I NG POINTE W I NER* 1210 COUNTY ROAD 46 somoLD NY APPROVED BY:' SCALE: NOTED DRAWN BY: JT DATE: OI-15-18 REVISED BY Robert J. Gruber - Architect 476 Expressway Drive So. Medford, N.Y. 11763 631-654-4949 r oft ° EMAIL: rjgruberra®aol.com Abp' DRAWING NUMBER: ELEATIONS V5OF5 ' JO #. I'1-125